73
GEI Consultants, Inc. , _ . , nnr . 53 Regional Drive September 24, 1 999 Concord NH 03301 . 8500 Project 99 199 Tel: 603-224-7979 Fax:603-224-7990 Ms. Elaine Stanley Remedial Project Manager U.S. Environmental Protection Agency JFK Federal Building HBO Boston, Massachusetts 02203 Subject: Revised Construction Completion Report WA-1 Remedial Action Salem Acres Superfund Site Salem, Massachusetts Dear Ms. Stanley: On behalf of the Massachusetts Electric Company, we are transmitting two copies of the revised Draft Final Construction Completion Report, Area WA-1, prepared by the T. Ford Company, Inc., dated September 24, 1999. By copy of this letter, we are also forwarding one copy of the report to Mr. David Buckley of the Massachusetts Department of Environmental Protection and one copy to Mr. Timothy Beauchemin of the U.S. Army Corps of Engineers. Please call if you have any questions. Sincerely, GEI CONSULTANTS, INC. f) / I y AAf Craig F. WaW, P.E. Project (Coordinator CFW: cc: Lori Rounds/Massachusetts Electric Company Linwood Stockwell, MEC (No Encl.) Joseph Kwasnik/Massachusetts Electric Company Pf 1 a? 11 ^ 10 ' ]JJJ _. , , _ _, , _, . _ v J Dan Winograd, EPA Elizabeth Greene/Massachusetts Electnc Company Celia Byler, Esq./Massachusetts Electric Company Robert Kirsch, Esq./Hale and Dorr, LLP David Buckley/Massachusetts Department of Environmental Protection Timothy Beauchemin/U.S. Army Corps of Engineers John Enos/T. Ford Company, Inc. C:\PROJ\SALEM\WAIRDRA\cpaltr99.924.wpd _,, v , , Offices Nationwide

GEI Consultants Inc. , - Superfund Records Collections ... · GEI Consultants Inc. , „Septembe , _r 24. ,, 1 nnr 999. 53 Regiona Drivl e Concor NH 03301.8500 d ... Joseph Kwasnik/Massachusett

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GEI Consultants Inc

bdquo _ nnr 53 Regional DriveSeptember 24 1 999 Concord NH 033018500

Project 99 199 Tel 603-224-7979

Fax603-224-7990

Ms Elaine StanleyRemedial Project ManagerUS Environmental Protection AgencyJFK Federal BuildingHBOBoston Massachusetts 02203

Subject Revised Construction Completion ReportWA-1 Remedial ActionSalem Acres Superfund SiteSalem Massachusetts

Dear Ms Stanley

On behalf of the Massachusetts Electric Company we are transmitting two copies of the revised Draft FinalConstruction Completion Report Area WA-1 prepared by the T Ford Company Inc dated September24 1999 By copy of this letter we are also forwarding one copy of the report to Mr David Buckley ofthe Massachusetts Department of Environmental Protection and one copy to Mr Timothy Beauchemin ofthe US Army Corps of Engineers

Please call if you have any questions

Sincerely

GEI CONSULTANTS INC f)

I yAAfCraig F WaW PEProject (Coordinator

CFW

cc Lori RoundsMassachusetts Electric Company Linwood Stockwell MEC (No Encl)Joseph KwasnikMassachusetts Electric Company Pf1 a11^10 ]JJJ_ _ _ _ _ v J Dan Winograd EPAElizabeth GreeneMassachusetts Electnc CompanyCelia Byler EsqMassachusetts Electric CompanyRobert Kirsch EsqHale and Dorr LLPDavid BuckleyMassachusetts Department of Environmental ProtectionTimothy BeaucheminUS Army Corps of EngineersJohn EnosT Ford Company Inc

CPROJSALEMWAIRDRAcpaltr99924wpd _ v Offices Nationwide

5 L gt f i ^ f

y --r

FINAL COMPLETION OF CONSTRUCTION REPORT

AREA WA-1

SALEM ACRES SUPERFUND SITE SALEM MA

PREPARED FOR

MASSACHUSETTS ELECTRIC COMPANY 25 RESEARCH DRIVE

WESTBOROUGH MA 01582

PREPARED BY

T FORD COMPANY INC 118 TENNEY STREET

GEORGETOWN MA 01833

SEPTEMBER 24 1999

FINAL COMPLETION OF CONSTRUCTION REPORT

AREA WA-1

SALEM ACRES SUPERFUND SITE SALEM MA

We hereby state that the Remedial Action at the WA-1 Area of the Salem Acres Superfund Site in Salem Massachusetts has been completed in full satisfaction of the requirements of the RDRA Statement of Work (SOW) for the WA-1 Wetland Area executed by Massachusetts Electric Company (MEC) on June 24 1999 as well as the requirements of the RDRA Consent Decree between MEC and EPA dated April 81994and its existing SOW

In addition we hereby state that the Remedial Action at the SL-4 area of the Salem Acres Superfund Site in Salem Massachusetts has been completed in full satisfaction of the requirements of the RDRA Consent Decree between MEC and EPA dated April 8 1994 and its existing SOW The Draft Final Remedial Construction Report for the SL-4 Area was dated July 18 1996 and was forwarded to the USEPA on September 18 1996

Jachfl Lori J RojJnds MATtedistration No MEC Project Coordinator T For^rCompany

To the best of my knowledge after thorough investigation I certify that the information contained in or accompanying this submission is true accurate and complete I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment for knowing violations This statement applies to the Final Completion of Construction Report for the WA-1 Area (dated September 24 1999) as well as the Draft Remedial Construction Report for the SL-4 Area of the Salem Acres Superfund Site (dated July 18 1996)

Lori J Rounds UEC Project Coordinator

TABLE OF CONTENTS

1 INTRODUCTION PAGE

11 Project Description 1

12 Project Organization 1

13 Project Time Line 2

14 Project Photos 2

2 REMEDIAL CONSTRUCTION ACTIVITIES

21 Imported Borrow Materials Chemical Testing 2

22 Mobilization and Site Preparation 3

23 Decontamination Dust Control and 3

Health amp Safety Monitoring

24 Excavation and Loading of Fly Ash 4

3 SITE RESTORATION AND FINAL INSPECTION

31 Shoreline Treatment 5

32 Access Roads 5

33 Seeding 5

34 Miscellaneous Restoration amp Demobilization 5

35 Final Inspection 5

TABLEPHOTOS

Appendix A - GEI Weekly Field Report

Appendix B - Analytical Results for Borrow Soil

Appendix C - Health and Safety Daily Reports

Appendix D - Waste Management Summary Report for Disposal

Appendix E- Wetland Seed Mix

1 INTRODUCTION

11 Project Description

This project consisted of the excavation of a portion of the fly ash from a section of the WA-1 wetland adjacent to the SL-4 Area and disposal at a permitted landfill The work was performed in accordance with the Design Plans dated July 1 1999 and the Draft-Final Narrative Report WA-1 Wetland Remediation Salem Acres Superfund Site prepared by GEI Consultants Inc (GEI) dated July 1 1999

The fly ash excavation of a section of the WA-1 wetland area extended 30 ft west of the limit of remediation performed previously by Massachusetts Electric Company (MEC) for the SL-4 Area The excavation extended north and south to the limits of fly ash defined in the Draft Exploration Sampling and Analysis Report WA-1 Wetland Salem Acres Superfund Site prepared by GEI and Menzie-Cura amp Associates dated December 18 1998 (WA-1 Report)

12 Project Organization

T Ford Company Inc (TFCI) performed the remedial sitework under contract to MEC The following organizations were involved in remediation of WA-1 and site restoration work

ORGANIZATION Massachusetts Electric Co US Army Corps US EPA Massachusetts DEP T Ford Co Inc GEI Consultants Inc Cashins amp Associates

Waste Management of New Hampshire L Guerini

DampH Loam Bardon Trimont

Clark Hydroseeding

ROLE PRP

Field Representative for US EPA Oversight Oversight General Contractor for sitework Supervising contractor Health amp Safety Subcontractor to TFCI Hauling and Disposal of Fly Ash Sub to MEC Placement to shorline restoration materials Sub to TFCI Furnish loam Sub to TFCI Furnish crushed stone and access road gravel Sub to TFCI Hydorseed restored areas Sub to TFCI

GEIs field representative Mr William Haswell prepared weekly summaries of field activities copies of which are contained in Appendix A

13 Project Time Line

MEC issued a Notice to Proceed to TFCI on July 19 1999

The following summarizes milestones for this project

TASK DATES

Mobilization July 19 1999

Site Preparation July 19-23 1999

Excavation of Fly Ash July 26 - August 4 1999

Removal of Decon PadLoading Area August 5 1999

Placement of Shoreline Restoration Augusts 1999 Materials Loam Disturbed areas August 9- 10 1999

Wetland Seeding August 12 1999

Hydroseed August 13 1999

Final Construction Inspection August 18 1999

2 REMEDIAL CONSTRUCTION ACTIVITIES

21 Imported Borrow Materials Chemical Testing

Prior to mobilizing to the site samples of proposed borrow materials were obtained for chemical testing Borrow materials consisted of Dense Graded Crushed Stone (DGCS) crushed stone stone sand and loam The source for DGCS crushed stone and stone sand was the Bardon Trimount quarry in nearby Swampscott A sample of the fine fraction of DGCS was analyzed for the following contaminants

bull PCBs bull VOCs bull SVOCs bull Total Metals (12)

The fine fraction is representative of all crushed stone materials including DGCS and stone sand produced at the quarry A copy of the analytical testing is contained in Appendix B

The loam was obtained from DampH Loam in Acton MA A sample was analyzed for the same contaminants described above A copy of the results is contained in Appendix B

Quantities of imported materials used for this project were 393 tons of crushed stone 551 tons of DGCS 125 tons of stone sand and 200 cy of loam

22 Mobilization and Site Preparation

TFCI mobilized the following equipment to the site

bull PC 220 1 cy Excavator bull PC 150 34 cy Excavator bull Case 580 BackhoeLoader bull Cat D4H Dozer bull Bobcat Skid Steer Loader bull Ground Level Storage Box

Initial work consisted of constructing an access road to the WA-1 Area through the DA-1 Area Existing topsoil was stripped and stockpiled Dense Graded Crushed Stone (DGCS) was imported to construct the access roads

The layout of the access road was planned to facilitate access for hauling trucks to the Loading Area

Next erosion controls consisting of silt fence and staked hay bales were installed approximately 5 feet beyond the proposed limit of fly ash excavation in WA-1 The erosion controls extended beyond the north and south proposed limits of fly ash removal

A fly ash stockpiledewatering pad and Loading Area was constructed as shown on the Design Plans The entire stockpile pad and Loading Area was lined with a 20-mil thick LDPE membrane Stockpile drainage and decontamination water captured on the liner drained back to the WA-1 Area through a hay bale filter The stockpile area was surrounded by concrete Jersey Barriers to separate it from the Loading Area and the personnel decontamination area

Water for dust control and decontamination of trucks and equipment was obtained from the City of Salem Hydrant located at the gate on Barcelona Avenue A 2 inch hose main was routed to the WA-1 Area over the ground surface through SL-4

23 Decontamination Dust Control and Health amp Safety Monitoring

Health and Safety Monitoring was performed by Cashins amp Associates under subcontract to TFCI Daily Field Reports are contained in Appendix C In addition GEIs field representative performed dust monitoring throughout the project The results of this monitoring are included with the weekly reports contained in Appendix A

Due to the high water content of the fly ash during excavation and loading the material was not prone to generating dust The stockpiled material was covered at the end of each day to prevent drying which could result in dust generation

As hauling trucks arrived on site the undercarriages were rinsed on the crushed stone road just inside the entrance gate to remove residual road contamination The trucks then proceed to the Loading Area

Hauling trucks were carefully loaded by the excavators to minimize spillage of fly ash on the exterior of the trucks Prior to leaving the Loading Area each truck was inspected for fly ash on the exterior and wheels If necessary the trucks were decontaminated with water to remove any spillage

All equipment used to excavate and handle fly ash and contaminated soil was decontaminated with water prior to removal from the exclusion zone

24 Excavation and Loading of Fly Ash

Fly Ash was excavated using straight edged buckets in the wet Excavation started on the southern end of the proposed excavation The fly ash was moved into the stockpiledewatering area in a tag-team manner using the two excavators By excavating continuously the excavator was able to keep ahead of the water infiltration enough to minimize introducing additional water into the fly ash The fly ash was excavated down to the top of the peat layer The vertical limit of excavation was confirmed by visual observation by the GEI Field Representative and US Army Corps of Engineers Field Representative At the start of a new shift a berm of fly ash was left between the previously excavated area and the current excavation The purpose of the berms was to prevent water from the flooded excavation from entering the current excavation After all excavation of cells was completed the berms were also excavated and stockpiled

Fly Ash was generally stockpiled 1 to 2 days before loading to allow drainage of excess water Two test loads were performed on July 281999 to determine whether the drainage was sufficient to avoid development of free water on the top of loads during transit to the disposal facility According to Waste Management personnel at the disposal facility no free water was present when the loads arrived there

Once all required fly ash was removed from the excavation and loaded on hauling trucks the crushed stone and HOPE liner from the stockpileloading area were loaded onto hauling trucks for disposal Hay bales and silt fence from the stockpile were also disposed of with fly ash

Table 1 summarizes the daily loads and quantities hauled to the disposal facility The total quantity of 98188 tons includes the crushed stone used to construct the Stockpile and Loading Areas A copy of the Waste Management job total print out is contained in Appendix D

30 SITE RESTORATION AND FINAL INSPECTION

31 Shoreline Treatment

As required by the design plans the limit of fly ash excavation was restored to provide 3H1V slopes and to cover the remaining fly ash with clean imported earth materials The face of the remaining fly ash along the western edge of fly ash excavation was covered by 38 crushed stone below the water level and loam above the water level Along the east north and south sides a 3H1V slope was constructed where necessary using 38crused stone below the water level and loam above the water level

The shoreline restoration materials were placed using a Putzmeister Telebelt Mobile Conveyor at the completion of fly ash removal The materials were hand raked to grade

32 Access Roads

Following completion of activities in WA-1 the access roads were removed by grading the DGCS to feather in to the adjoining areas Stockpiled loam was spread over the disturbed areas Additional imported loam was used to supplement the onsite loam All disturbed areas were graded to match adjoining areas

33 Seeding

Two types of seeding were performed to restore disturbed areas A 3 to 5 foot border around the shore of the excavated portion of WA-1 was hand seeded using a wetland seed mix A specification sheet on the wetland seed mix is contained in Appendix D All other disturbed areas were hydroseeded using a slope and shoulder mix conforming to Massachusetts Highway Department Specifications

34 Miscellaneous Restoration amp Demobilization

All debris and excess materials were removed at the completion The silt fence was removed on Monday August 30 1999 The hay bales were left in place and will biodegrade

35 Final Inspection

A final inspection meeting was held on site on August 18 1999 Representatives of USEPA Mass DEP MEC GEI USCOE and TFCI inspected the work for conformance with the Design Plans No punchlist was developed It was noted that TFCI had some equipment and supplies still on site The silt fence was in place but was removed on Monday August 30 1999 TFCI removed all items subsequent to the meeting

TABLE 1 SUMMARY OF ASH REMOVAL shy

SALEM ACRES WA-1 WETLAND REMEDIATION

DATE NUMBER OF DAILY TOTAL CUMULATIVE LOADS | ^ONSgt

rTOTAL

PONS) July 28 1999 2 3705 3705

July 29 1999 9 25321 29026

August 2 1999 8 25177 54203

Augusts 1999 4 13731 67934

August 4 1999 4 13607 81541

Augusts 1999 4 13996 95537

Augusts 1999 1 2651 98188

Note Ash transported to and disposed of at Turnkey Landfill in Rochester NH by Waste Management of New Hampshire See Appendix D for detail on loads

T Ford Company Inc September 24 1999

START OF FLY ASH REMOVAL

AT NORTHERN LIMIT Originals in color

TWO EXCAVATORS MOVING ASH TO STOCKPILE

STOCKPILE AND LOADING AREA

Originals in color

PEAT LAYER AT BOTTOM OF ASH

BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color

EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT

REMOVAL OF BERM SEPARATING CELLS

Originals in color

ASH REMOVAL COMPLETE

VIEW LOOKING TOWARDS SOUTH LIMIT

PLACEMENT OF 38 STONE ALONG WESTERN LIMIT

Origmuto in color

PLACEMENT OF LOAM ALONG WESTERN LIMIT

I

VIEW OF COMPLETED PROJECT

Originals in color

WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION

SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS

Submitted to

The Massachusetts Electric Company Westborough Massachusetts

53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Pagel

INTRODUCTION

The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors

bull The T Ford Company (TFCI) - site contractor

bull Waste Management of New Hampshire - waste hauling and off-site disposal

bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction

Additional details on day to day activities can be obtained from the field book for this project

Design documents used for the site remediation included the follow

bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and

bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999

The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999

Pre-Construction Meeting

Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people

Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI

Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following

bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue

bull Placing additional crushed stone on the beginning portion of the existing access road

bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone

bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and

bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings

A health and safety meeting will be held next Monday when intrusive activities are expected to begin

C PROJSALEMWAlRDRAconstrrpt 99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 3

Summary of Work Completed

TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed

GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road

The results of dust monitoring conducted during the week are summarized in Table 1 (attached)

C PROJSALEMWAlRDRAoxutnpt99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

A sK V

+ mdash -bullbull=raquolt f[+ J + gt + M +

+ + i

+ bull bull + +bull + + H

bull bullbull r 4shy

raquo +

^I +

^

raquo +^ +

+ gt + + J+

+ j laquogt 4 7

bullbull x 7 Scale 1 = 30

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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Industrial Hygiene A Environmental Testing

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Inouftrial Higient amp ErmronimntaJ Testing

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TOTAL DUST SURVEY FORM

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TICKET

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PROFILE TRflNS

TRANSACTIONS

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6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

5 L gt f i ^ f

y --r

FINAL COMPLETION OF CONSTRUCTION REPORT

AREA WA-1

SALEM ACRES SUPERFUND SITE SALEM MA

PREPARED FOR

MASSACHUSETTS ELECTRIC COMPANY 25 RESEARCH DRIVE

WESTBOROUGH MA 01582

PREPARED BY

T FORD COMPANY INC 118 TENNEY STREET

GEORGETOWN MA 01833

SEPTEMBER 24 1999

FINAL COMPLETION OF CONSTRUCTION REPORT

AREA WA-1

SALEM ACRES SUPERFUND SITE SALEM MA

We hereby state that the Remedial Action at the WA-1 Area of the Salem Acres Superfund Site in Salem Massachusetts has been completed in full satisfaction of the requirements of the RDRA Statement of Work (SOW) for the WA-1 Wetland Area executed by Massachusetts Electric Company (MEC) on June 24 1999 as well as the requirements of the RDRA Consent Decree between MEC and EPA dated April 81994and its existing SOW

In addition we hereby state that the Remedial Action at the SL-4 area of the Salem Acres Superfund Site in Salem Massachusetts has been completed in full satisfaction of the requirements of the RDRA Consent Decree between MEC and EPA dated April 8 1994 and its existing SOW The Draft Final Remedial Construction Report for the SL-4 Area was dated July 18 1996 and was forwarded to the USEPA on September 18 1996

Jachfl Lori J RojJnds MATtedistration No MEC Project Coordinator T For^rCompany

To the best of my knowledge after thorough investigation I certify that the information contained in or accompanying this submission is true accurate and complete I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment for knowing violations This statement applies to the Final Completion of Construction Report for the WA-1 Area (dated September 24 1999) as well as the Draft Remedial Construction Report for the SL-4 Area of the Salem Acres Superfund Site (dated July 18 1996)

Lori J Rounds UEC Project Coordinator

TABLE OF CONTENTS

1 INTRODUCTION PAGE

11 Project Description 1

12 Project Organization 1

13 Project Time Line 2

14 Project Photos 2

2 REMEDIAL CONSTRUCTION ACTIVITIES

21 Imported Borrow Materials Chemical Testing 2

22 Mobilization and Site Preparation 3

23 Decontamination Dust Control and 3

Health amp Safety Monitoring

24 Excavation and Loading of Fly Ash 4

3 SITE RESTORATION AND FINAL INSPECTION

31 Shoreline Treatment 5

32 Access Roads 5

33 Seeding 5

34 Miscellaneous Restoration amp Demobilization 5

35 Final Inspection 5

TABLEPHOTOS

Appendix A - GEI Weekly Field Report

Appendix B - Analytical Results for Borrow Soil

Appendix C - Health and Safety Daily Reports

Appendix D - Waste Management Summary Report for Disposal

Appendix E- Wetland Seed Mix

1 INTRODUCTION

11 Project Description

This project consisted of the excavation of a portion of the fly ash from a section of the WA-1 wetland adjacent to the SL-4 Area and disposal at a permitted landfill The work was performed in accordance with the Design Plans dated July 1 1999 and the Draft-Final Narrative Report WA-1 Wetland Remediation Salem Acres Superfund Site prepared by GEI Consultants Inc (GEI) dated July 1 1999

The fly ash excavation of a section of the WA-1 wetland area extended 30 ft west of the limit of remediation performed previously by Massachusetts Electric Company (MEC) for the SL-4 Area The excavation extended north and south to the limits of fly ash defined in the Draft Exploration Sampling and Analysis Report WA-1 Wetland Salem Acres Superfund Site prepared by GEI and Menzie-Cura amp Associates dated December 18 1998 (WA-1 Report)

12 Project Organization

T Ford Company Inc (TFCI) performed the remedial sitework under contract to MEC The following organizations were involved in remediation of WA-1 and site restoration work

ORGANIZATION Massachusetts Electric Co US Army Corps US EPA Massachusetts DEP T Ford Co Inc GEI Consultants Inc Cashins amp Associates

Waste Management of New Hampshire L Guerini

DampH Loam Bardon Trimont

Clark Hydroseeding

ROLE PRP

Field Representative for US EPA Oversight Oversight General Contractor for sitework Supervising contractor Health amp Safety Subcontractor to TFCI Hauling and Disposal of Fly Ash Sub to MEC Placement to shorline restoration materials Sub to TFCI Furnish loam Sub to TFCI Furnish crushed stone and access road gravel Sub to TFCI Hydorseed restored areas Sub to TFCI

GEIs field representative Mr William Haswell prepared weekly summaries of field activities copies of which are contained in Appendix A

13 Project Time Line

MEC issued a Notice to Proceed to TFCI on July 19 1999

The following summarizes milestones for this project

TASK DATES

Mobilization July 19 1999

Site Preparation July 19-23 1999

Excavation of Fly Ash July 26 - August 4 1999

Removal of Decon PadLoading Area August 5 1999

Placement of Shoreline Restoration Augusts 1999 Materials Loam Disturbed areas August 9- 10 1999

Wetland Seeding August 12 1999

Hydroseed August 13 1999

Final Construction Inspection August 18 1999

2 REMEDIAL CONSTRUCTION ACTIVITIES

21 Imported Borrow Materials Chemical Testing

Prior to mobilizing to the site samples of proposed borrow materials were obtained for chemical testing Borrow materials consisted of Dense Graded Crushed Stone (DGCS) crushed stone stone sand and loam The source for DGCS crushed stone and stone sand was the Bardon Trimount quarry in nearby Swampscott A sample of the fine fraction of DGCS was analyzed for the following contaminants

bull PCBs bull VOCs bull SVOCs bull Total Metals (12)

The fine fraction is representative of all crushed stone materials including DGCS and stone sand produced at the quarry A copy of the analytical testing is contained in Appendix B

The loam was obtained from DampH Loam in Acton MA A sample was analyzed for the same contaminants described above A copy of the results is contained in Appendix B

Quantities of imported materials used for this project were 393 tons of crushed stone 551 tons of DGCS 125 tons of stone sand and 200 cy of loam

22 Mobilization and Site Preparation

TFCI mobilized the following equipment to the site

bull PC 220 1 cy Excavator bull PC 150 34 cy Excavator bull Case 580 BackhoeLoader bull Cat D4H Dozer bull Bobcat Skid Steer Loader bull Ground Level Storage Box

Initial work consisted of constructing an access road to the WA-1 Area through the DA-1 Area Existing topsoil was stripped and stockpiled Dense Graded Crushed Stone (DGCS) was imported to construct the access roads

The layout of the access road was planned to facilitate access for hauling trucks to the Loading Area

Next erosion controls consisting of silt fence and staked hay bales were installed approximately 5 feet beyond the proposed limit of fly ash excavation in WA-1 The erosion controls extended beyond the north and south proposed limits of fly ash removal

A fly ash stockpiledewatering pad and Loading Area was constructed as shown on the Design Plans The entire stockpile pad and Loading Area was lined with a 20-mil thick LDPE membrane Stockpile drainage and decontamination water captured on the liner drained back to the WA-1 Area through a hay bale filter The stockpile area was surrounded by concrete Jersey Barriers to separate it from the Loading Area and the personnel decontamination area

Water for dust control and decontamination of trucks and equipment was obtained from the City of Salem Hydrant located at the gate on Barcelona Avenue A 2 inch hose main was routed to the WA-1 Area over the ground surface through SL-4

23 Decontamination Dust Control and Health amp Safety Monitoring

Health and Safety Monitoring was performed by Cashins amp Associates under subcontract to TFCI Daily Field Reports are contained in Appendix C In addition GEIs field representative performed dust monitoring throughout the project The results of this monitoring are included with the weekly reports contained in Appendix A

Due to the high water content of the fly ash during excavation and loading the material was not prone to generating dust The stockpiled material was covered at the end of each day to prevent drying which could result in dust generation

As hauling trucks arrived on site the undercarriages were rinsed on the crushed stone road just inside the entrance gate to remove residual road contamination The trucks then proceed to the Loading Area

Hauling trucks were carefully loaded by the excavators to minimize spillage of fly ash on the exterior of the trucks Prior to leaving the Loading Area each truck was inspected for fly ash on the exterior and wheels If necessary the trucks were decontaminated with water to remove any spillage

All equipment used to excavate and handle fly ash and contaminated soil was decontaminated with water prior to removal from the exclusion zone

24 Excavation and Loading of Fly Ash

Fly Ash was excavated using straight edged buckets in the wet Excavation started on the southern end of the proposed excavation The fly ash was moved into the stockpiledewatering area in a tag-team manner using the two excavators By excavating continuously the excavator was able to keep ahead of the water infiltration enough to minimize introducing additional water into the fly ash The fly ash was excavated down to the top of the peat layer The vertical limit of excavation was confirmed by visual observation by the GEI Field Representative and US Army Corps of Engineers Field Representative At the start of a new shift a berm of fly ash was left between the previously excavated area and the current excavation The purpose of the berms was to prevent water from the flooded excavation from entering the current excavation After all excavation of cells was completed the berms were also excavated and stockpiled

Fly Ash was generally stockpiled 1 to 2 days before loading to allow drainage of excess water Two test loads were performed on July 281999 to determine whether the drainage was sufficient to avoid development of free water on the top of loads during transit to the disposal facility According to Waste Management personnel at the disposal facility no free water was present when the loads arrived there

Once all required fly ash was removed from the excavation and loaded on hauling trucks the crushed stone and HOPE liner from the stockpileloading area were loaded onto hauling trucks for disposal Hay bales and silt fence from the stockpile were also disposed of with fly ash

Table 1 summarizes the daily loads and quantities hauled to the disposal facility The total quantity of 98188 tons includes the crushed stone used to construct the Stockpile and Loading Areas A copy of the Waste Management job total print out is contained in Appendix D

30 SITE RESTORATION AND FINAL INSPECTION

31 Shoreline Treatment

As required by the design plans the limit of fly ash excavation was restored to provide 3H1V slopes and to cover the remaining fly ash with clean imported earth materials The face of the remaining fly ash along the western edge of fly ash excavation was covered by 38 crushed stone below the water level and loam above the water level Along the east north and south sides a 3H1V slope was constructed where necessary using 38crused stone below the water level and loam above the water level

The shoreline restoration materials were placed using a Putzmeister Telebelt Mobile Conveyor at the completion of fly ash removal The materials were hand raked to grade

32 Access Roads

Following completion of activities in WA-1 the access roads were removed by grading the DGCS to feather in to the adjoining areas Stockpiled loam was spread over the disturbed areas Additional imported loam was used to supplement the onsite loam All disturbed areas were graded to match adjoining areas

33 Seeding

Two types of seeding were performed to restore disturbed areas A 3 to 5 foot border around the shore of the excavated portion of WA-1 was hand seeded using a wetland seed mix A specification sheet on the wetland seed mix is contained in Appendix D All other disturbed areas were hydroseeded using a slope and shoulder mix conforming to Massachusetts Highway Department Specifications

34 Miscellaneous Restoration amp Demobilization

All debris and excess materials were removed at the completion The silt fence was removed on Monday August 30 1999 The hay bales were left in place and will biodegrade

35 Final Inspection

A final inspection meeting was held on site on August 18 1999 Representatives of USEPA Mass DEP MEC GEI USCOE and TFCI inspected the work for conformance with the Design Plans No punchlist was developed It was noted that TFCI had some equipment and supplies still on site The silt fence was in place but was removed on Monday August 30 1999 TFCI removed all items subsequent to the meeting

TABLE 1 SUMMARY OF ASH REMOVAL shy

SALEM ACRES WA-1 WETLAND REMEDIATION

DATE NUMBER OF DAILY TOTAL CUMULATIVE LOADS | ^ONSgt

rTOTAL

PONS) July 28 1999 2 3705 3705

July 29 1999 9 25321 29026

August 2 1999 8 25177 54203

Augusts 1999 4 13731 67934

August 4 1999 4 13607 81541

Augusts 1999 4 13996 95537

Augusts 1999 1 2651 98188

Note Ash transported to and disposed of at Turnkey Landfill in Rochester NH by Waste Management of New Hampshire See Appendix D for detail on loads

T Ford Company Inc September 24 1999

START OF FLY ASH REMOVAL

AT NORTHERN LIMIT Originals in color

TWO EXCAVATORS MOVING ASH TO STOCKPILE

STOCKPILE AND LOADING AREA

Originals in color

PEAT LAYER AT BOTTOM OF ASH

BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color

EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT

REMOVAL OF BERM SEPARATING CELLS

Originals in color

ASH REMOVAL COMPLETE

VIEW LOOKING TOWARDS SOUTH LIMIT

PLACEMENT OF 38 STONE ALONG WESTERN LIMIT

Origmuto in color

PLACEMENT OF LOAM ALONG WESTERN LIMIT

I

VIEW OF COMPLETED PROJECT

Originals in color

WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION

SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS

Submitted to

The Massachusetts Electric Company Westborough Massachusetts

53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Pagel

INTRODUCTION

The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors

bull The T Ford Company (TFCI) - site contractor

bull Waste Management of New Hampshire - waste hauling and off-site disposal

bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction

Additional details on day to day activities can be obtained from the field book for this project

Design documents used for the site remediation included the follow

bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and

bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999

The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999

Pre-Construction Meeting

Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people

Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI

Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following

bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue

bull Placing additional crushed stone on the beginning portion of the existing access road

bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone

bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and

bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings

A health and safety meeting will be held next Monday when intrusive activities are expected to begin

C PROJSALEMWAlRDRAconstrrpt 99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 3

Summary of Work Completed

TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed

GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road

The results of dust monitoring conducted during the week are summarized in Table 1 (attached)

C PROJSALEMWAlRDRAoxutnpt99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

A sK V

+ mdash -bullbull=raquolt f[+ J + gt + M +

+ + i

+ bull bull + +bull + + H

bull bullbull r 4shy

raquo +

^I +

^

raquo +^ +

+ gt + + J+

+ j laquogt 4 7

bullbull x 7 Scale 1 = 30

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

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Industrial Hygiene A Environmental Testing

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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

FINAL COMPLETION OF CONSTRUCTION REPORT

AREA WA-1

SALEM ACRES SUPERFUND SITE SALEM MA

We hereby state that the Remedial Action at the WA-1 Area of the Salem Acres Superfund Site in Salem Massachusetts has been completed in full satisfaction of the requirements of the RDRA Statement of Work (SOW) for the WA-1 Wetland Area executed by Massachusetts Electric Company (MEC) on June 24 1999 as well as the requirements of the RDRA Consent Decree between MEC and EPA dated April 81994and its existing SOW

In addition we hereby state that the Remedial Action at the SL-4 area of the Salem Acres Superfund Site in Salem Massachusetts has been completed in full satisfaction of the requirements of the RDRA Consent Decree between MEC and EPA dated April 8 1994 and its existing SOW The Draft Final Remedial Construction Report for the SL-4 Area was dated July 18 1996 and was forwarded to the USEPA on September 18 1996

Jachfl Lori J RojJnds MATtedistration No MEC Project Coordinator T For^rCompany

To the best of my knowledge after thorough investigation I certify that the information contained in or accompanying this submission is true accurate and complete I am aware that there are significant penalties for submitting false information including the possibility of fine and imprisonment for knowing violations This statement applies to the Final Completion of Construction Report for the WA-1 Area (dated September 24 1999) as well as the Draft Remedial Construction Report for the SL-4 Area of the Salem Acres Superfund Site (dated July 18 1996)

Lori J Rounds UEC Project Coordinator

TABLE OF CONTENTS

1 INTRODUCTION PAGE

11 Project Description 1

12 Project Organization 1

13 Project Time Line 2

14 Project Photos 2

2 REMEDIAL CONSTRUCTION ACTIVITIES

21 Imported Borrow Materials Chemical Testing 2

22 Mobilization and Site Preparation 3

23 Decontamination Dust Control and 3

Health amp Safety Monitoring

24 Excavation and Loading of Fly Ash 4

3 SITE RESTORATION AND FINAL INSPECTION

31 Shoreline Treatment 5

32 Access Roads 5

33 Seeding 5

34 Miscellaneous Restoration amp Demobilization 5

35 Final Inspection 5

TABLEPHOTOS

Appendix A - GEI Weekly Field Report

Appendix B - Analytical Results for Borrow Soil

Appendix C - Health and Safety Daily Reports

Appendix D - Waste Management Summary Report for Disposal

Appendix E- Wetland Seed Mix

1 INTRODUCTION

11 Project Description

This project consisted of the excavation of a portion of the fly ash from a section of the WA-1 wetland adjacent to the SL-4 Area and disposal at a permitted landfill The work was performed in accordance with the Design Plans dated July 1 1999 and the Draft-Final Narrative Report WA-1 Wetland Remediation Salem Acres Superfund Site prepared by GEI Consultants Inc (GEI) dated July 1 1999

The fly ash excavation of a section of the WA-1 wetland area extended 30 ft west of the limit of remediation performed previously by Massachusetts Electric Company (MEC) for the SL-4 Area The excavation extended north and south to the limits of fly ash defined in the Draft Exploration Sampling and Analysis Report WA-1 Wetland Salem Acres Superfund Site prepared by GEI and Menzie-Cura amp Associates dated December 18 1998 (WA-1 Report)

12 Project Organization

T Ford Company Inc (TFCI) performed the remedial sitework under contract to MEC The following organizations were involved in remediation of WA-1 and site restoration work

ORGANIZATION Massachusetts Electric Co US Army Corps US EPA Massachusetts DEP T Ford Co Inc GEI Consultants Inc Cashins amp Associates

Waste Management of New Hampshire L Guerini

DampH Loam Bardon Trimont

Clark Hydroseeding

ROLE PRP

Field Representative for US EPA Oversight Oversight General Contractor for sitework Supervising contractor Health amp Safety Subcontractor to TFCI Hauling and Disposal of Fly Ash Sub to MEC Placement to shorline restoration materials Sub to TFCI Furnish loam Sub to TFCI Furnish crushed stone and access road gravel Sub to TFCI Hydorseed restored areas Sub to TFCI

GEIs field representative Mr William Haswell prepared weekly summaries of field activities copies of which are contained in Appendix A

13 Project Time Line

MEC issued a Notice to Proceed to TFCI on July 19 1999

The following summarizes milestones for this project

TASK DATES

Mobilization July 19 1999

Site Preparation July 19-23 1999

Excavation of Fly Ash July 26 - August 4 1999

Removal of Decon PadLoading Area August 5 1999

Placement of Shoreline Restoration Augusts 1999 Materials Loam Disturbed areas August 9- 10 1999

Wetland Seeding August 12 1999

Hydroseed August 13 1999

Final Construction Inspection August 18 1999

2 REMEDIAL CONSTRUCTION ACTIVITIES

21 Imported Borrow Materials Chemical Testing

Prior to mobilizing to the site samples of proposed borrow materials were obtained for chemical testing Borrow materials consisted of Dense Graded Crushed Stone (DGCS) crushed stone stone sand and loam The source for DGCS crushed stone and stone sand was the Bardon Trimount quarry in nearby Swampscott A sample of the fine fraction of DGCS was analyzed for the following contaminants

bull PCBs bull VOCs bull SVOCs bull Total Metals (12)

The fine fraction is representative of all crushed stone materials including DGCS and stone sand produced at the quarry A copy of the analytical testing is contained in Appendix B

The loam was obtained from DampH Loam in Acton MA A sample was analyzed for the same contaminants described above A copy of the results is contained in Appendix B

Quantities of imported materials used for this project were 393 tons of crushed stone 551 tons of DGCS 125 tons of stone sand and 200 cy of loam

22 Mobilization and Site Preparation

TFCI mobilized the following equipment to the site

bull PC 220 1 cy Excavator bull PC 150 34 cy Excavator bull Case 580 BackhoeLoader bull Cat D4H Dozer bull Bobcat Skid Steer Loader bull Ground Level Storage Box

Initial work consisted of constructing an access road to the WA-1 Area through the DA-1 Area Existing topsoil was stripped and stockpiled Dense Graded Crushed Stone (DGCS) was imported to construct the access roads

The layout of the access road was planned to facilitate access for hauling trucks to the Loading Area

Next erosion controls consisting of silt fence and staked hay bales were installed approximately 5 feet beyond the proposed limit of fly ash excavation in WA-1 The erosion controls extended beyond the north and south proposed limits of fly ash removal

A fly ash stockpiledewatering pad and Loading Area was constructed as shown on the Design Plans The entire stockpile pad and Loading Area was lined with a 20-mil thick LDPE membrane Stockpile drainage and decontamination water captured on the liner drained back to the WA-1 Area through a hay bale filter The stockpile area was surrounded by concrete Jersey Barriers to separate it from the Loading Area and the personnel decontamination area

Water for dust control and decontamination of trucks and equipment was obtained from the City of Salem Hydrant located at the gate on Barcelona Avenue A 2 inch hose main was routed to the WA-1 Area over the ground surface through SL-4

23 Decontamination Dust Control and Health amp Safety Monitoring

Health and Safety Monitoring was performed by Cashins amp Associates under subcontract to TFCI Daily Field Reports are contained in Appendix C In addition GEIs field representative performed dust monitoring throughout the project The results of this monitoring are included with the weekly reports contained in Appendix A

Due to the high water content of the fly ash during excavation and loading the material was not prone to generating dust The stockpiled material was covered at the end of each day to prevent drying which could result in dust generation

As hauling trucks arrived on site the undercarriages were rinsed on the crushed stone road just inside the entrance gate to remove residual road contamination The trucks then proceed to the Loading Area

Hauling trucks were carefully loaded by the excavators to minimize spillage of fly ash on the exterior of the trucks Prior to leaving the Loading Area each truck was inspected for fly ash on the exterior and wheels If necessary the trucks were decontaminated with water to remove any spillage

All equipment used to excavate and handle fly ash and contaminated soil was decontaminated with water prior to removal from the exclusion zone

24 Excavation and Loading of Fly Ash

Fly Ash was excavated using straight edged buckets in the wet Excavation started on the southern end of the proposed excavation The fly ash was moved into the stockpiledewatering area in a tag-team manner using the two excavators By excavating continuously the excavator was able to keep ahead of the water infiltration enough to minimize introducing additional water into the fly ash The fly ash was excavated down to the top of the peat layer The vertical limit of excavation was confirmed by visual observation by the GEI Field Representative and US Army Corps of Engineers Field Representative At the start of a new shift a berm of fly ash was left between the previously excavated area and the current excavation The purpose of the berms was to prevent water from the flooded excavation from entering the current excavation After all excavation of cells was completed the berms were also excavated and stockpiled

Fly Ash was generally stockpiled 1 to 2 days before loading to allow drainage of excess water Two test loads were performed on July 281999 to determine whether the drainage was sufficient to avoid development of free water on the top of loads during transit to the disposal facility According to Waste Management personnel at the disposal facility no free water was present when the loads arrived there

Once all required fly ash was removed from the excavation and loaded on hauling trucks the crushed stone and HOPE liner from the stockpileloading area were loaded onto hauling trucks for disposal Hay bales and silt fence from the stockpile were also disposed of with fly ash

Table 1 summarizes the daily loads and quantities hauled to the disposal facility The total quantity of 98188 tons includes the crushed stone used to construct the Stockpile and Loading Areas A copy of the Waste Management job total print out is contained in Appendix D

30 SITE RESTORATION AND FINAL INSPECTION

31 Shoreline Treatment

As required by the design plans the limit of fly ash excavation was restored to provide 3H1V slopes and to cover the remaining fly ash with clean imported earth materials The face of the remaining fly ash along the western edge of fly ash excavation was covered by 38 crushed stone below the water level and loam above the water level Along the east north and south sides a 3H1V slope was constructed where necessary using 38crused stone below the water level and loam above the water level

The shoreline restoration materials were placed using a Putzmeister Telebelt Mobile Conveyor at the completion of fly ash removal The materials were hand raked to grade

32 Access Roads

Following completion of activities in WA-1 the access roads were removed by grading the DGCS to feather in to the adjoining areas Stockpiled loam was spread over the disturbed areas Additional imported loam was used to supplement the onsite loam All disturbed areas were graded to match adjoining areas

33 Seeding

Two types of seeding were performed to restore disturbed areas A 3 to 5 foot border around the shore of the excavated portion of WA-1 was hand seeded using a wetland seed mix A specification sheet on the wetland seed mix is contained in Appendix D All other disturbed areas were hydroseeded using a slope and shoulder mix conforming to Massachusetts Highway Department Specifications

34 Miscellaneous Restoration amp Demobilization

All debris and excess materials were removed at the completion The silt fence was removed on Monday August 30 1999 The hay bales were left in place and will biodegrade

35 Final Inspection

A final inspection meeting was held on site on August 18 1999 Representatives of USEPA Mass DEP MEC GEI USCOE and TFCI inspected the work for conformance with the Design Plans No punchlist was developed It was noted that TFCI had some equipment and supplies still on site The silt fence was in place but was removed on Monday August 30 1999 TFCI removed all items subsequent to the meeting

TABLE 1 SUMMARY OF ASH REMOVAL shy

SALEM ACRES WA-1 WETLAND REMEDIATION

DATE NUMBER OF DAILY TOTAL CUMULATIVE LOADS | ^ONSgt

rTOTAL

PONS) July 28 1999 2 3705 3705

July 29 1999 9 25321 29026

August 2 1999 8 25177 54203

Augusts 1999 4 13731 67934

August 4 1999 4 13607 81541

Augusts 1999 4 13996 95537

Augusts 1999 1 2651 98188

Note Ash transported to and disposed of at Turnkey Landfill in Rochester NH by Waste Management of New Hampshire See Appendix D for detail on loads

T Ford Company Inc September 24 1999

START OF FLY ASH REMOVAL

AT NORTHERN LIMIT Originals in color

TWO EXCAVATORS MOVING ASH TO STOCKPILE

STOCKPILE AND LOADING AREA

Originals in color

PEAT LAYER AT BOTTOM OF ASH

BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color

EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT

REMOVAL OF BERM SEPARATING CELLS

Originals in color

ASH REMOVAL COMPLETE

VIEW LOOKING TOWARDS SOUTH LIMIT

PLACEMENT OF 38 STONE ALONG WESTERN LIMIT

Origmuto in color

PLACEMENT OF LOAM ALONG WESTERN LIMIT

I

VIEW OF COMPLETED PROJECT

Originals in color

WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION

SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS

Submitted to

The Massachusetts Electric Company Westborough Massachusetts

53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Pagel

INTRODUCTION

The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors

bull The T Ford Company (TFCI) - site contractor

bull Waste Management of New Hampshire - waste hauling and off-site disposal

bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction

Additional details on day to day activities can be obtained from the field book for this project

Design documents used for the site remediation included the follow

bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and

bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999

The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999

Pre-Construction Meeting

Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people

Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI

Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following

bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue

bull Placing additional crushed stone on the beginning portion of the existing access road

bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone

bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and

bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings

A health and safety meeting will be held next Monday when intrusive activities are expected to begin

C PROJSALEMWAlRDRAconstrrpt 99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 3

Summary of Work Completed

TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed

GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road

The results of dust monitoring conducted during the week are summarized in Table 1 (attached)

C PROJSALEMWAlRDRAoxutnpt99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

A sK V

+ mdash -bullbull=raquolt f[+ J + gt + M +

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+ bull bull + +bull + + H

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bullbull x 7 Scale 1 = 30

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

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Industrial Hygiene A Environmental Testing

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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

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6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

TABLE OF CONTENTS

1 INTRODUCTION PAGE

11 Project Description 1

12 Project Organization 1

13 Project Time Line 2

14 Project Photos 2

2 REMEDIAL CONSTRUCTION ACTIVITIES

21 Imported Borrow Materials Chemical Testing 2

22 Mobilization and Site Preparation 3

23 Decontamination Dust Control and 3

Health amp Safety Monitoring

24 Excavation and Loading of Fly Ash 4

3 SITE RESTORATION AND FINAL INSPECTION

31 Shoreline Treatment 5

32 Access Roads 5

33 Seeding 5

34 Miscellaneous Restoration amp Demobilization 5

35 Final Inspection 5

TABLEPHOTOS

Appendix A - GEI Weekly Field Report

Appendix B - Analytical Results for Borrow Soil

Appendix C - Health and Safety Daily Reports

Appendix D - Waste Management Summary Report for Disposal

Appendix E- Wetland Seed Mix

1 INTRODUCTION

11 Project Description

This project consisted of the excavation of a portion of the fly ash from a section of the WA-1 wetland adjacent to the SL-4 Area and disposal at a permitted landfill The work was performed in accordance with the Design Plans dated July 1 1999 and the Draft-Final Narrative Report WA-1 Wetland Remediation Salem Acres Superfund Site prepared by GEI Consultants Inc (GEI) dated July 1 1999

The fly ash excavation of a section of the WA-1 wetland area extended 30 ft west of the limit of remediation performed previously by Massachusetts Electric Company (MEC) for the SL-4 Area The excavation extended north and south to the limits of fly ash defined in the Draft Exploration Sampling and Analysis Report WA-1 Wetland Salem Acres Superfund Site prepared by GEI and Menzie-Cura amp Associates dated December 18 1998 (WA-1 Report)

12 Project Organization

T Ford Company Inc (TFCI) performed the remedial sitework under contract to MEC The following organizations were involved in remediation of WA-1 and site restoration work

ORGANIZATION Massachusetts Electric Co US Army Corps US EPA Massachusetts DEP T Ford Co Inc GEI Consultants Inc Cashins amp Associates

Waste Management of New Hampshire L Guerini

DampH Loam Bardon Trimont

Clark Hydroseeding

ROLE PRP

Field Representative for US EPA Oversight Oversight General Contractor for sitework Supervising contractor Health amp Safety Subcontractor to TFCI Hauling and Disposal of Fly Ash Sub to MEC Placement to shorline restoration materials Sub to TFCI Furnish loam Sub to TFCI Furnish crushed stone and access road gravel Sub to TFCI Hydorseed restored areas Sub to TFCI

GEIs field representative Mr William Haswell prepared weekly summaries of field activities copies of which are contained in Appendix A

13 Project Time Line

MEC issued a Notice to Proceed to TFCI on July 19 1999

The following summarizes milestones for this project

TASK DATES

Mobilization July 19 1999

Site Preparation July 19-23 1999

Excavation of Fly Ash July 26 - August 4 1999

Removal of Decon PadLoading Area August 5 1999

Placement of Shoreline Restoration Augusts 1999 Materials Loam Disturbed areas August 9- 10 1999

Wetland Seeding August 12 1999

Hydroseed August 13 1999

Final Construction Inspection August 18 1999

2 REMEDIAL CONSTRUCTION ACTIVITIES

21 Imported Borrow Materials Chemical Testing

Prior to mobilizing to the site samples of proposed borrow materials were obtained for chemical testing Borrow materials consisted of Dense Graded Crushed Stone (DGCS) crushed stone stone sand and loam The source for DGCS crushed stone and stone sand was the Bardon Trimount quarry in nearby Swampscott A sample of the fine fraction of DGCS was analyzed for the following contaminants

bull PCBs bull VOCs bull SVOCs bull Total Metals (12)

The fine fraction is representative of all crushed stone materials including DGCS and stone sand produced at the quarry A copy of the analytical testing is contained in Appendix B

The loam was obtained from DampH Loam in Acton MA A sample was analyzed for the same contaminants described above A copy of the results is contained in Appendix B

Quantities of imported materials used for this project were 393 tons of crushed stone 551 tons of DGCS 125 tons of stone sand and 200 cy of loam

22 Mobilization and Site Preparation

TFCI mobilized the following equipment to the site

bull PC 220 1 cy Excavator bull PC 150 34 cy Excavator bull Case 580 BackhoeLoader bull Cat D4H Dozer bull Bobcat Skid Steer Loader bull Ground Level Storage Box

Initial work consisted of constructing an access road to the WA-1 Area through the DA-1 Area Existing topsoil was stripped and stockpiled Dense Graded Crushed Stone (DGCS) was imported to construct the access roads

The layout of the access road was planned to facilitate access for hauling trucks to the Loading Area

Next erosion controls consisting of silt fence and staked hay bales were installed approximately 5 feet beyond the proposed limit of fly ash excavation in WA-1 The erosion controls extended beyond the north and south proposed limits of fly ash removal

A fly ash stockpiledewatering pad and Loading Area was constructed as shown on the Design Plans The entire stockpile pad and Loading Area was lined with a 20-mil thick LDPE membrane Stockpile drainage and decontamination water captured on the liner drained back to the WA-1 Area through a hay bale filter The stockpile area was surrounded by concrete Jersey Barriers to separate it from the Loading Area and the personnel decontamination area

Water for dust control and decontamination of trucks and equipment was obtained from the City of Salem Hydrant located at the gate on Barcelona Avenue A 2 inch hose main was routed to the WA-1 Area over the ground surface through SL-4

23 Decontamination Dust Control and Health amp Safety Monitoring

Health and Safety Monitoring was performed by Cashins amp Associates under subcontract to TFCI Daily Field Reports are contained in Appendix C In addition GEIs field representative performed dust monitoring throughout the project The results of this monitoring are included with the weekly reports contained in Appendix A

Due to the high water content of the fly ash during excavation and loading the material was not prone to generating dust The stockpiled material was covered at the end of each day to prevent drying which could result in dust generation

As hauling trucks arrived on site the undercarriages were rinsed on the crushed stone road just inside the entrance gate to remove residual road contamination The trucks then proceed to the Loading Area

Hauling trucks were carefully loaded by the excavators to minimize spillage of fly ash on the exterior of the trucks Prior to leaving the Loading Area each truck was inspected for fly ash on the exterior and wheels If necessary the trucks were decontaminated with water to remove any spillage

All equipment used to excavate and handle fly ash and contaminated soil was decontaminated with water prior to removal from the exclusion zone

24 Excavation and Loading of Fly Ash

Fly Ash was excavated using straight edged buckets in the wet Excavation started on the southern end of the proposed excavation The fly ash was moved into the stockpiledewatering area in a tag-team manner using the two excavators By excavating continuously the excavator was able to keep ahead of the water infiltration enough to minimize introducing additional water into the fly ash The fly ash was excavated down to the top of the peat layer The vertical limit of excavation was confirmed by visual observation by the GEI Field Representative and US Army Corps of Engineers Field Representative At the start of a new shift a berm of fly ash was left between the previously excavated area and the current excavation The purpose of the berms was to prevent water from the flooded excavation from entering the current excavation After all excavation of cells was completed the berms were also excavated and stockpiled

Fly Ash was generally stockpiled 1 to 2 days before loading to allow drainage of excess water Two test loads were performed on July 281999 to determine whether the drainage was sufficient to avoid development of free water on the top of loads during transit to the disposal facility According to Waste Management personnel at the disposal facility no free water was present when the loads arrived there

Once all required fly ash was removed from the excavation and loaded on hauling trucks the crushed stone and HOPE liner from the stockpileloading area were loaded onto hauling trucks for disposal Hay bales and silt fence from the stockpile were also disposed of with fly ash

Table 1 summarizes the daily loads and quantities hauled to the disposal facility The total quantity of 98188 tons includes the crushed stone used to construct the Stockpile and Loading Areas A copy of the Waste Management job total print out is contained in Appendix D

30 SITE RESTORATION AND FINAL INSPECTION

31 Shoreline Treatment

As required by the design plans the limit of fly ash excavation was restored to provide 3H1V slopes and to cover the remaining fly ash with clean imported earth materials The face of the remaining fly ash along the western edge of fly ash excavation was covered by 38 crushed stone below the water level and loam above the water level Along the east north and south sides a 3H1V slope was constructed where necessary using 38crused stone below the water level and loam above the water level

The shoreline restoration materials were placed using a Putzmeister Telebelt Mobile Conveyor at the completion of fly ash removal The materials were hand raked to grade

32 Access Roads

Following completion of activities in WA-1 the access roads were removed by grading the DGCS to feather in to the adjoining areas Stockpiled loam was spread over the disturbed areas Additional imported loam was used to supplement the onsite loam All disturbed areas were graded to match adjoining areas

33 Seeding

Two types of seeding were performed to restore disturbed areas A 3 to 5 foot border around the shore of the excavated portion of WA-1 was hand seeded using a wetland seed mix A specification sheet on the wetland seed mix is contained in Appendix D All other disturbed areas were hydroseeded using a slope and shoulder mix conforming to Massachusetts Highway Department Specifications

34 Miscellaneous Restoration amp Demobilization

All debris and excess materials were removed at the completion The silt fence was removed on Monday August 30 1999 The hay bales were left in place and will biodegrade

35 Final Inspection

A final inspection meeting was held on site on August 18 1999 Representatives of USEPA Mass DEP MEC GEI USCOE and TFCI inspected the work for conformance with the Design Plans No punchlist was developed It was noted that TFCI had some equipment and supplies still on site The silt fence was in place but was removed on Monday August 30 1999 TFCI removed all items subsequent to the meeting

TABLE 1 SUMMARY OF ASH REMOVAL shy

SALEM ACRES WA-1 WETLAND REMEDIATION

DATE NUMBER OF DAILY TOTAL CUMULATIVE LOADS | ^ONSgt

rTOTAL

PONS) July 28 1999 2 3705 3705

July 29 1999 9 25321 29026

August 2 1999 8 25177 54203

Augusts 1999 4 13731 67934

August 4 1999 4 13607 81541

Augusts 1999 4 13996 95537

Augusts 1999 1 2651 98188

Note Ash transported to and disposed of at Turnkey Landfill in Rochester NH by Waste Management of New Hampshire See Appendix D for detail on loads

T Ford Company Inc September 24 1999

START OF FLY ASH REMOVAL

AT NORTHERN LIMIT Originals in color

TWO EXCAVATORS MOVING ASH TO STOCKPILE

STOCKPILE AND LOADING AREA

Originals in color

PEAT LAYER AT BOTTOM OF ASH

BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color

EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT

REMOVAL OF BERM SEPARATING CELLS

Originals in color

ASH REMOVAL COMPLETE

VIEW LOOKING TOWARDS SOUTH LIMIT

PLACEMENT OF 38 STONE ALONG WESTERN LIMIT

Origmuto in color

PLACEMENT OF LOAM ALONG WESTERN LIMIT

I

VIEW OF COMPLETED PROJECT

Originals in color

WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION

SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS

Submitted to

The Massachusetts Electric Company Westborough Massachusetts

53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Pagel

INTRODUCTION

The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors

bull The T Ford Company (TFCI) - site contractor

bull Waste Management of New Hampshire - waste hauling and off-site disposal

bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction

Additional details on day to day activities can be obtained from the field book for this project

Design documents used for the site remediation included the follow

bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and

bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999

The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999

Pre-Construction Meeting

Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people

Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI

Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following

bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue

bull Placing additional crushed stone on the beginning portion of the existing access road

bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone

bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and

bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings

A health and safety meeting will be held next Monday when intrusive activities are expected to begin

C PROJSALEMWAlRDRAconstrrpt 99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 3

Summary of Work Completed

TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed

GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road

The results of dust monitoring conducted during the week are summarized in Table 1 (attached)

C PROJSALEMWAlRDRAoxutnpt99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

A sK V

+ mdash -bullbull=raquolt f[+ J + gt + M +

+ + i

+ bull bull + +bull + + H

bull bullbull r 4shy

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bullbull x 7 Scale 1 = 30

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

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Industrial Hygiene A Environmental Testing

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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

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6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

1 INTRODUCTION

11 Project Description

This project consisted of the excavation of a portion of the fly ash from a section of the WA-1 wetland adjacent to the SL-4 Area and disposal at a permitted landfill The work was performed in accordance with the Design Plans dated July 1 1999 and the Draft-Final Narrative Report WA-1 Wetland Remediation Salem Acres Superfund Site prepared by GEI Consultants Inc (GEI) dated July 1 1999

The fly ash excavation of a section of the WA-1 wetland area extended 30 ft west of the limit of remediation performed previously by Massachusetts Electric Company (MEC) for the SL-4 Area The excavation extended north and south to the limits of fly ash defined in the Draft Exploration Sampling and Analysis Report WA-1 Wetland Salem Acres Superfund Site prepared by GEI and Menzie-Cura amp Associates dated December 18 1998 (WA-1 Report)

12 Project Organization

T Ford Company Inc (TFCI) performed the remedial sitework under contract to MEC The following organizations were involved in remediation of WA-1 and site restoration work

ORGANIZATION Massachusetts Electric Co US Army Corps US EPA Massachusetts DEP T Ford Co Inc GEI Consultants Inc Cashins amp Associates

Waste Management of New Hampshire L Guerini

DampH Loam Bardon Trimont

Clark Hydroseeding

ROLE PRP

Field Representative for US EPA Oversight Oversight General Contractor for sitework Supervising contractor Health amp Safety Subcontractor to TFCI Hauling and Disposal of Fly Ash Sub to MEC Placement to shorline restoration materials Sub to TFCI Furnish loam Sub to TFCI Furnish crushed stone and access road gravel Sub to TFCI Hydorseed restored areas Sub to TFCI

GEIs field representative Mr William Haswell prepared weekly summaries of field activities copies of which are contained in Appendix A

13 Project Time Line

MEC issued a Notice to Proceed to TFCI on July 19 1999

The following summarizes milestones for this project

TASK DATES

Mobilization July 19 1999

Site Preparation July 19-23 1999

Excavation of Fly Ash July 26 - August 4 1999

Removal of Decon PadLoading Area August 5 1999

Placement of Shoreline Restoration Augusts 1999 Materials Loam Disturbed areas August 9- 10 1999

Wetland Seeding August 12 1999

Hydroseed August 13 1999

Final Construction Inspection August 18 1999

2 REMEDIAL CONSTRUCTION ACTIVITIES

21 Imported Borrow Materials Chemical Testing

Prior to mobilizing to the site samples of proposed borrow materials were obtained for chemical testing Borrow materials consisted of Dense Graded Crushed Stone (DGCS) crushed stone stone sand and loam The source for DGCS crushed stone and stone sand was the Bardon Trimount quarry in nearby Swampscott A sample of the fine fraction of DGCS was analyzed for the following contaminants

bull PCBs bull VOCs bull SVOCs bull Total Metals (12)

The fine fraction is representative of all crushed stone materials including DGCS and stone sand produced at the quarry A copy of the analytical testing is contained in Appendix B

The loam was obtained from DampH Loam in Acton MA A sample was analyzed for the same contaminants described above A copy of the results is contained in Appendix B

Quantities of imported materials used for this project were 393 tons of crushed stone 551 tons of DGCS 125 tons of stone sand and 200 cy of loam

22 Mobilization and Site Preparation

TFCI mobilized the following equipment to the site

bull PC 220 1 cy Excavator bull PC 150 34 cy Excavator bull Case 580 BackhoeLoader bull Cat D4H Dozer bull Bobcat Skid Steer Loader bull Ground Level Storage Box

Initial work consisted of constructing an access road to the WA-1 Area through the DA-1 Area Existing topsoil was stripped and stockpiled Dense Graded Crushed Stone (DGCS) was imported to construct the access roads

The layout of the access road was planned to facilitate access for hauling trucks to the Loading Area

Next erosion controls consisting of silt fence and staked hay bales were installed approximately 5 feet beyond the proposed limit of fly ash excavation in WA-1 The erosion controls extended beyond the north and south proposed limits of fly ash removal

A fly ash stockpiledewatering pad and Loading Area was constructed as shown on the Design Plans The entire stockpile pad and Loading Area was lined with a 20-mil thick LDPE membrane Stockpile drainage and decontamination water captured on the liner drained back to the WA-1 Area through a hay bale filter The stockpile area was surrounded by concrete Jersey Barriers to separate it from the Loading Area and the personnel decontamination area

Water for dust control and decontamination of trucks and equipment was obtained from the City of Salem Hydrant located at the gate on Barcelona Avenue A 2 inch hose main was routed to the WA-1 Area over the ground surface through SL-4

23 Decontamination Dust Control and Health amp Safety Monitoring

Health and Safety Monitoring was performed by Cashins amp Associates under subcontract to TFCI Daily Field Reports are contained in Appendix C In addition GEIs field representative performed dust monitoring throughout the project The results of this monitoring are included with the weekly reports contained in Appendix A

Due to the high water content of the fly ash during excavation and loading the material was not prone to generating dust The stockpiled material was covered at the end of each day to prevent drying which could result in dust generation

As hauling trucks arrived on site the undercarriages were rinsed on the crushed stone road just inside the entrance gate to remove residual road contamination The trucks then proceed to the Loading Area

Hauling trucks were carefully loaded by the excavators to minimize spillage of fly ash on the exterior of the trucks Prior to leaving the Loading Area each truck was inspected for fly ash on the exterior and wheels If necessary the trucks were decontaminated with water to remove any spillage

All equipment used to excavate and handle fly ash and contaminated soil was decontaminated with water prior to removal from the exclusion zone

24 Excavation and Loading of Fly Ash

Fly Ash was excavated using straight edged buckets in the wet Excavation started on the southern end of the proposed excavation The fly ash was moved into the stockpiledewatering area in a tag-team manner using the two excavators By excavating continuously the excavator was able to keep ahead of the water infiltration enough to minimize introducing additional water into the fly ash The fly ash was excavated down to the top of the peat layer The vertical limit of excavation was confirmed by visual observation by the GEI Field Representative and US Army Corps of Engineers Field Representative At the start of a new shift a berm of fly ash was left between the previously excavated area and the current excavation The purpose of the berms was to prevent water from the flooded excavation from entering the current excavation After all excavation of cells was completed the berms were also excavated and stockpiled

Fly Ash was generally stockpiled 1 to 2 days before loading to allow drainage of excess water Two test loads were performed on July 281999 to determine whether the drainage was sufficient to avoid development of free water on the top of loads during transit to the disposal facility According to Waste Management personnel at the disposal facility no free water was present when the loads arrived there

Once all required fly ash was removed from the excavation and loaded on hauling trucks the crushed stone and HOPE liner from the stockpileloading area were loaded onto hauling trucks for disposal Hay bales and silt fence from the stockpile were also disposed of with fly ash

Table 1 summarizes the daily loads and quantities hauled to the disposal facility The total quantity of 98188 tons includes the crushed stone used to construct the Stockpile and Loading Areas A copy of the Waste Management job total print out is contained in Appendix D

30 SITE RESTORATION AND FINAL INSPECTION

31 Shoreline Treatment

As required by the design plans the limit of fly ash excavation was restored to provide 3H1V slopes and to cover the remaining fly ash with clean imported earth materials The face of the remaining fly ash along the western edge of fly ash excavation was covered by 38 crushed stone below the water level and loam above the water level Along the east north and south sides a 3H1V slope was constructed where necessary using 38crused stone below the water level and loam above the water level

The shoreline restoration materials were placed using a Putzmeister Telebelt Mobile Conveyor at the completion of fly ash removal The materials were hand raked to grade

32 Access Roads

Following completion of activities in WA-1 the access roads were removed by grading the DGCS to feather in to the adjoining areas Stockpiled loam was spread over the disturbed areas Additional imported loam was used to supplement the onsite loam All disturbed areas were graded to match adjoining areas

33 Seeding

Two types of seeding were performed to restore disturbed areas A 3 to 5 foot border around the shore of the excavated portion of WA-1 was hand seeded using a wetland seed mix A specification sheet on the wetland seed mix is contained in Appendix D All other disturbed areas were hydroseeded using a slope and shoulder mix conforming to Massachusetts Highway Department Specifications

34 Miscellaneous Restoration amp Demobilization

All debris and excess materials were removed at the completion The silt fence was removed on Monday August 30 1999 The hay bales were left in place and will biodegrade

35 Final Inspection

A final inspection meeting was held on site on August 18 1999 Representatives of USEPA Mass DEP MEC GEI USCOE and TFCI inspected the work for conformance with the Design Plans No punchlist was developed It was noted that TFCI had some equipment and supplies still on site The silt fence was in place but was removed on Monday August 30 1999 TFCI removed all items subsequent to the meeting

TABLE 1 SUMMARY OF ASH REMOVAL shy

SALEM ACRES WA-1 WETLAND REMEDIATION

DATE NUMBER OF DAILY TOTAL CUMULATIVE LOADS | ^ONSgt

rTOTAL

PONS) July 28 1999 2 3705 3705

July 29 1999 9 25321 29026

August 2 1999 8 25177 54203

Augusts 1999 4 13731 67934

August 4 1999 4 13607 81541

Augusts 1999 4 13996 95537

Augusts 1999 1 2651 98188

Note Ash transported to and disposed of at Turnkey Landfill in Rochester NH by Waste Management of New Hampshire See Appendix D for detail on loads

T Ford Company Inc September 24 1999

START OF FLY ASH REMOVAL

AT NORTHERN LIMIT Originals in color

TWO EXCAVATORS MOVING ASH TO STOCKPILE

STOCKPILE AND LOADING AREA

Originals in color

PEAT LAYER AT BOTTOM OF ASH

BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color

EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT

REMOVAL OF BERM SEPARATING CELLS

Originals in color

ASH REMOVAL COMPLETE

VIEW LOOKING TOWARDS SOUTH LIMIT

PLACEMENT OF 38 STONE ALONG WESTERN LIMIT

Origmuto in color

PLACEMENT OF LOAM ALONG WESTERN LIMIT

I

VIEW OF COMPLETED PROJECT

Originals in color

WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION

SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS

Submitted to

The Massachusetts Electric Company Westborough Massachusetts

53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Pagel

INTRODUCTION

The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors

bull The T Ford Company (TFCI) - site contractor

bull Waste Management of New Hampshire - waste hauling and off-site disposal

bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction

Additional details on day to day activities can be obtained from the field book for this project

Design documents used for the site remediation included the follow

bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and

bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999

The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999

Pre-Construction Meeting

Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people

Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI

Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following

bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue

bull Placing additional crushed stone on the beginning portion of the existing access road

bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone

bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and

bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings

A health and safety meeting will be held next Monday when intrusive activities are expected to begin

C PROJSALEMWAlRDRAconstrrpt 99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 3

Summary of Work Completed

TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed

GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road

The results of dust monitoring conducted during the week are summarized in Table 1 (attached)

C PROJSALEMWAlRDRAoxutnpt99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

A sK V

+ mdash -bullbull=raquolt f[+ J + gt + M +

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bull bullbull r 4shy

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bullbull x 7 Scale 1 = 30

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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Industrial Hygiene A Environmental Testing

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Inouftrial Higient amp ErmronimntaJ Testing

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TOTAL DUST SURVEY FORM

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TICKET

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PROFILE TRflNS

TRANSACTIONS

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6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

13 Project Time Line

MEC issued a Notice to Proceed to TFCI on July 19 1999

The following summarizes milestones for this project

TASK DATES

Mobilization July 19 1999

Site Preparation July 19-23 1999

Excavation of Fly Ash July 26 - August 4 1999

Removal of Decon PadLoading Area August 5 1999

Placement of Shoreline Restoration Augusts 1999 Materials Loam Disturbed areas August 9- 10 1999

Wetland Seeding August 12 1999

Hydroseed August 13 1999

Final Construction Inspection August 18 1999

2 REMEDIAL CONSTRUCTION ACTIVITIES

21 Imported Borrow Materials Chemical Testing

Prior to mobilizing to the site samples of proposed borrow materials were obtained for chemical testing Borrow materials consisted of Dense Graded Crushed Stone (DGCS) crushed stone stone sand and loam The source for DGCS crushed stone and stone sand was the Bardon Trimount quarry in nearby Swampscott A sample of the fine fraction of DGCS was analyzed for the following contaminants

bull PCBs bull VOCs bull SVOCs bull Total Metals (12)

The fine fraction is representative of all crushed stone materials including DGCS and stone sand produced at the quarry A copy of the analytical testing is contained in Appendix B

The loam was obtained from DampH Loam in Acton MA A sample was analyzed for the same contaminants described above A copy of the results is contained in Appendix B

Quantities of imported materials used for this project were 393 tons of crushed stone 551 tons of DGCS 125 tons of stone sand and 200 cy of loam

22 Mobilization and Site Preparation

TFCI mobilized the following equipment to the site

bull PC 220 1 cy Excavator bull PC 150 34 cy Excavator bull Case 580 BackhoeLoader bull Cat D4H Dozer bull Bobcat Skid Steer Loader bull Ground Level Storage Box

Initial work consisted of constructing an access road to the WA-1 Area through the DA-1 Area Existing topsoil was stripped and stockpiled Dense Graded Crushed Stone (DGCS) was imported to construct the access roads

The layout of the access road was planned to facilitate access for hauling trucks to the Loading Area

Next erosion controls consisting of silt fence and staked hay bales were installed approximately 5 feet beyond the proposed limit of fly ash excavation in WA-1 The erosion controls extended beyond the north and south proposed limits of fly ash removal

A fly ash stockpiledewatering pad and Loading Area was constructed as shown on the Design Plans The entire stockpile pad and Loading Area was lined with a 20-mil thick LDPE membrane Stockpile drainage and decontamination water captured on the liner drained back to the WA-1 Area through a hay bale filter The stockpile area was surrounded by concrete Jersey Barriers to separate it from the Loading Area and the personnel decontamination area

Water for dust control and decontamination of trucks and equipment was obtained from the City of Salem Hydrant located at the gate on Barcelona Avenue A 2 inch hose main was routed to the WA-1 Area over the ground surface through SL-4

23 Decontamination Dust Control and Health amp Safety Monitoring

Health and Safety Monitoring was performed by Cashins amp Associates under subcontract to TFCI Daily Field Reports are contained in Appendix C In addition GEIs field representative performed dust monitoring throughout the project The results of this monitoring are included with the weekly reports contained in Appendix A

Due to the high water content of the fly ash during excavation and loading the material was not prone to generating dust The stockpiled material was covered at the end of each day to prevent drying which could result in dust generation

As hauling trucks arrived on site the undercarriages were rinsed on the crushed stone road just inside the entrance gate to remove residual road contamination The trucks then proceed to the Loading Area

Hauling trucks were carefully loaded by the excavators to minimize spillage of fly ash on the exterior of the trucks Prior to leaving the Loading Area each truck was inspected for fly ash on the exterior and wheels If necessary the trucks were decontaminated with water to remove any spillage

All equipment used to excavate and handle fly ash and contaminated soil was decontaminated with water prior to removal from the exclusion zone

24 Excavation and Loading of Fly Ash

Fly Ash was excavated using straight edged buckets in the wet Excavation started on the southern end of the proposed excavation The fly ash was moved into the stockpiledewatering area in a tag-team manner using the two excavators By excavating continuously the excavator was able to keep ahead of the water infiltration enough to minimize introducing additional water into the fly ash The fly ash was excavated down to the top of the peat layer The vertical limit of excavation was confirmed by visual observation by the GEI Field Representative and US Army Corps of Engineers Field Representative At the start of a new shift a berm of fly ash was left between the previously excavated area and the current excavation The purpose of the berms was to prevent water from the flooded excavation from entering the current excavation After all excavation of cells was completed the berms were also excavated and stockpiled

Fly Ash was generally stockpiled 1 to 2 days before loading to allow drainage of excess water Two test loads were performed on July 281999 to determine whether the drainage was sufficient to avoid development of free water on the top of loads during transit to the disposal facility According to Waste Management personnel at the disposal facility no free water was present when the loads arrived there

Once all required fly ash was removed from the excavation and loaded on hauling trucks the crushed stone and HOPE liner from the stockpileloading area were loaded onto hauling trucks for disposal Hay bales and silt fence from the stockpile were also disposed of with fly ash

Table 1 summarizes the daily loads and quantities hauled to the disposal facility The total quantity of 98188 tons includes the crushed stone used to construct the Stockpile and Loading Areas A copy of the Waste Management job total print out is contained in Appendix D

30 SITE RESTORATION AND FINAL INSPECTION

31 Shoreline Treatment

As required by the design plans the limit of fly ash excavation was restored to provide 3H1V slopes and to cover the remaining fly ash with clean imported earth materials The face of the remaining fly ash along the western edge of fly ash excavation was covered by 38 crushed stone below the water level and loam above the water level Along the east north and south sides a 3H1V slope was constructed where necessary using 38crused stone below the water level and loam above the water level

The shoreline restoration materials were placed using a Putzmeister Telebelt Mobile Conveyor at the completion of fly ash removal The materials were hand raked to grade

32 Access Roads

Following completion of activities in WA-1 the access roads were removed by grading the DGCS to feather in to the adjoining areas Stockpiled loam was spread over the disturbed areas Additional imported loam was used to supplement the onsite loam All disturbed areas were graded to match adjoining areas

33 Seeding

Two types of seeding were performed to restore disturbed areas A 3 to 5 foot border around the shore of the excavated portion of WA-1 was hand seeded using a wetland seed mix A specification sheet on the wetland seed mix is contained in Appendix D All other disturbed areas were hydroseeded using a slope and shoulder mix conforming to Massachusetts Highway Department Specifications

34 Miscellaneous Restoration amp Demobilization

All debris and excess materials were removed at the completion The silt fence was removed on Monday August 30 1999 The hay bales were left in place and will biodegrade

35 Final Inspection

A final inspection meeting was held on site on August 18 1999 Representatives of USEPA Mass DEP MEC GEI USCOE and TFCI inspected the work for conformance with the Design Plans No punchlist was developed It was noted that TFCI had some equipment and supplies still on site The silt fence was in place but was removed on Monday August 30 1999 TFCI removed all items subsequent to the meeting

TABLE 1 SUMMARY OF ASH REMOVAL shy

SALEM ACRES WA-1 WETLAND REMEDIATION

DATE NUMBER OF DAILY TOTAL CUMULATIVE LOADS | ^ONSgt

rTOTAL

PONS) July 28 1999 2 3705 3705

July 29 1999 9 25321 29026

August 2 1999 8 25177 54203

Augusts 1999 4 13731 67934

August 4 1999 4 13607 81541

Augusts 1999 4 13996 95537

Augusts 1999 1 2651 98188

Note Ash transported to and disposed of at Turnkey Landfill in Rochester NH by Waste Management of New Hampshire See Appendix D for detail on loads

T Ford Company Inc September 24 1999

START OF FLY ASH REMOVAL

AT NORTHERN LIMIT Originals in color

TWO EXCAVATORS MOVING ASH TO STOCKPILE

STOCKPILE AND LOADING AREA

Originals in color

PEAT LAYER AT BOTTOM OF ASH

BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color

EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT

REMOVAL OF BERM SEPARATING CELLS

Originals in color

ASH REMOVAL COMPLETE

VIEW LOOKING TOWARDS SOUTH LIMIT

PLACEMENT OF 38 STONE ALONG WESTERN LIMIT

Origmuto in color

PLACEMENT OF LOAM ALONG WESTERN LIMIT

I

VIEW OF COMPLETED PROJECT

Originals in color

WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION

SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS

Submitted to

The Massachusetts Electric Company Westborough Massachusetts

53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Pagel

INTRODUCTION

The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors

bull The T Ford Company (TFCI) - site contractor

bull Waste Management of New Hampshire - waste hauling and off-site disposal

bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction

Additional details on day to day activities can be obtained from the field book for this project

Design documents used for the site remediation included the follow

bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and

bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999

The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999

Pre-Construction Meeting

Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people

Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI

Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following

bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue

bull Placing additional crushed stone on the beginning portion of the existing access road

bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone

bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and

bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings

A health and safety meeting will be held next Monday when intrusive activities are expected to begin

C PROJSALEMWAlRDRAconstrrpt 99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 3

Summary of Work Completed

TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed

GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road

The results of dust monitoring conducted during the week are summarized in Table 1 (attached)

C PROJSALEMWAlRDRAoxutnpt99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

A sK V

+ mdash -bullbull=raquolt f[+ J + gt + M +

+ + i

+ bull bull + +bull + + H

bull bullbull r 4shy

raquo +

^I +

^

raquo +^ +

+ gt + + J+

+ j laquogt 4 7

bullbull x 7 Scale 1 = 30

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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Industrial Hygiene A Environmental Testing

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Inouftrial Higient amp ErmronimntaJ Testing

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TOTAL DUST SURVEY FORM

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TICKET

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PROFILE TRflNS

TRANSACTIONS

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6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

Quantities of imported materials used for this project were 393 tons of crushed stone 551 tons of DGCS 125 tons of stone sand and 200 cy of loam

22 Mobilization and Site Preparation

TFCI mobilized the following equipment to the site

bull PC 220 1 cy Excavator bull PC 150 34 cy Excavator bull Case 580 BackhoeLoader bull Cat D4H Dozer bull Bobcat Skid Steer Loader bull Ground Level Storage Box

Initial work consisted of constructing an access road to the WA-1 Area through the DA-1 Area Existing topsoil was stripped and stockpiled Dense Graded Crushed Stone (DGCS) was imported to construct the access roads

The layout of the access road was planned to facilitate access for hauling trucks to the Loading Area

Next erosion controls consisting of silt fence and staked hay bales were installed approximately 5 feet beyond the proposed limit of fly ash excavation in WA-1 The erosion controls extended beyond the north and south proposed limits of fly ash removal

A fly ash stockpiledewatering pad and Loading Area was constructed as shown on the Design Plans The entire stockpile pad and Loading Area was lined with a 20-mil thick LDPE membrane Stockpile drainage and decontamination water captured on the liner drained back to the WA-1 Area through a hay bale filter The stockpile area was surrounded by concrete Jersey Barriers to separate it from the Loading Area and the personnel decontamination area

Water for dust control and decontamination of trucks and equipment was obtained from the City of Salem Hydrant located at the gate on Barcelona Avenue A 2 inch hose main was routed to the WA-1 Area over the ground surface through SL-4

23 Decontamination Dust Control and Health amp Safety Monitoring

Health and Safety Monitoring was performed by Cashins amp Associates under subcontract to TFCI Daily Field Reports are contained in Appendix C In addition GEIs field representative performed dust monitoring throughout the project The results of this monitoring are included with the weekly reports contained in Appendix A

Due to the high water content of the fly ash during excavation and loading the material was not prone to generating dust The stockpiled material was covered at the end of each day to prevent drying which could result in dust generation

As hauling trucks arrived on site the undercarriages were rinsed on the crushed stone road just inside the entrance gate to remove residual road contamination The trucks then proceed to the Loading Area

Hauling trucks were carefully loaded by the excavators to minimize spillage of fly ash on the exterior of the trucks Prior to leaving the Loading Area each truck was inspected for fly ash on the exterior and wheels If necessary the trucks were decontaminated with water to remove any spillage

All equipment used to excavate and handle fly ash and contaminated soil was decontaminated with water prior to removal from the exclusion zone

24 Excavation and Loading of Fly Ash

Fly Ash was excavated using straight edged buckets in the wet Excavation started on the southern end of the proposed excavation The fly ash was moved into the stockpiledewatering area in a tag-team manner using the two excavators By excavating continuously the excavator was able to keep ahead of the water infiltration enough to minimize introducing additional water into the fly ash The fly ash was excavated down to the top of the peat layer The vertical limit of excavation was confirmed by visual observation by the GEI Field Representative and US Army Corps of Engineers Field Representative At the start of a new shift a berm of fly ash was left between the previously excavated area and the current excavation The purpose of the berms was to prevent water from the flooded excavation from entering the current excavation After all excavation of cells was completed the berms were also excavated and stockpiled

Fly Ash was generally stockpiled 1 to 2 days before loading to allow drainage of excess water Two test loads were performed on July 281999 to determine whether the drainage was sufficient to avoid development of free water on the top of loads during transit to the disposal facility According to Waste Management personnel at the disposal facility no free water was present when the loads arrived there

Once all required fly ash was removed from the excavation and loaded on hauling trucks the crushed stone and HOPE liner from the stockpileloading area were loaded onto hauling trucks for disposal Hay bales and silt fence from the stockpile were also disposed of with fly ash

Table 1 summarizes the daily loads and quantities hauled to the disposal facility The total quantity of 98188 tons includes the crushed stone used to construct the Stockpile and Loading Areas A copy of the Waste Management job total print out is contained in Appendix D

30 SITE RESTORATION AND FINAL INSPECTION

31 Shoreline Treatment

As required by the design plans the limit of fly ash excavation was restored to provide 3H1V slopes and to cover the remaining fly ash with clean imported earth materials The face of the remaining fly ash along the western edge of fly ash excavation was covered by 38 crushed stone below the water level and loam above the water level Along the east north and south sides a 3H1V slope was constructed where necessary using 38crused stone below the water level and loam above the water level

The shoreline restoration materials were placed using a Putzmeister Telebelt Mobile Conveyor at the completion of fly ash removal The materials were hand raked to grade

32 Access Roads

Following completion of activities in WA-1 the access roads were removed by grading the DGCS to feather in to the adjoining areas Stockpiled loam was spread over the disturbed areas Additional imported loam was used to supplement the onsite loam All disturbed areas were graded to match adjoining areas

33 Seeding

Two types of seeding were performed to restore disturbed areas A 3 to 5 foot border around the shore of the excavated portion of WA-1 was hand seeded using a wetland seed mix A specification sheet on the wetland seed mix is contained in Appendix D All other disturbed areas were hydroseeded using a slope and shoulder mix conforming to Massachusetts Highway Department Specifications

34 Miscellaneous Restoration amp Demobilization

All debris and excess materials were removed at the completion The silt fence was removed on Monday August 30 1999 The hay bales were left in place and will biodegrade

35 Final Inspection

A final inspection meeting was held on site on August 18 1999 Representatives of USEPA Mass DEP MEC GEI USCOE and TFCI inspected the work for conformance with the Design Plans No punchlist was developed It was noted that TFCI had some equipment and supplies still on site The silt fence was in place but was removed on Monday August 30 1999 TFCI removed all items subsequent to the meeting

TABLE 1 SUMMARY OF ASH REMOVAL shy

SALEM ACRES WA-1 WETLAND REMEDIATION

DATE NUMBER OF DAILY TOTAL CUMULATIVE LOADS | ^ONSgt

rTOTAL

PONS) July 28 1999 2 3705 3705

July 29 1999 9 25321 29026

August 2 1999 8 25177 54203

Augusts 1999 4 13731 67934

August 4 1999 4 13607 81541

Augusts 1999 4 13996 95537

Augusts 1999 1 2651 98188

Note Ash transported to and disposed of at Turnkey Landfill in Rochester NH by Waste Management of New Hampshire See Appendix D for detail on loads

T Ford Company Inc September 24 1999

START OF FLY ASH REMOVAL

AT NORTHERN LIMIT Originals in color

TWO EXCAVATORS MOVING ASH TO STOCKPILE

STOCKPILE AND LOADING AREA

Originals in color

PEAT LAYER AT BOTTOM OF ASH

BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color

EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT

REMOVAL OF BERM SEPARATING CELLS

Originals in color

ASH REMOVAL COMPLETE

VIEW LOOKING TOWARDS SOUTH LIMIT

PLACEMENT OF 38 STONE ALONG WESTERN LIMIT

Origmuto in color

PLACEMENT OF LOAM ALONG WESTERN LIMIT

I

VIEW OF COMPLETED PROJECT

Originals in color

WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION

SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS

Submitted to

The Massachusetts Electric Company Westborough Massachusetts

53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Pagel

INTRODUCTION

The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors

bull The T Ford Company (TFCI) - site contractor

bull Waste Management of New Hampshire - waste hauling and off-site disposal

bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction

Additional details on day to day activities can be obtained from the field book for this project

Design documents used for the site remediation included the follow

bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and

bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999

The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999

Pre-Construction Meeting

Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people

Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI

Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following

bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue

bull Placing additional crushed stone on the beginning portion of the existing access road

bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone

bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and

bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings

A health and safety meeting will be held next Monday when intrusive activities are expected to begin

C PROJSALEMWAlRDRAconstrrpt 99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 3

Summary of Work Completed

TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed

GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road

The results of dust monitoring conducted during the week are summarized in Table 1 (attached)

C PROJSALEMWAlRDRAoxutnpt99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

A sK V

+ mdash -bullbull=raquolt f[+ J + gt + M +

+ + i

+ bull bull + +bull + + H

bull bullbull r 4shy

raquo +

^I +

^

raquo +^ +

+ gt + + J+

+ j laquogt 4 7

bullbull x 7 Scale 1 = 30

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

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TICKET

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PROFILE TRflNS

TRANSACTIONS

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FOTflL TONS

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6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

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8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

Due to the high water content of the fly ash during excavation and loading the material was not prone to generating dust The stockpiled material was covered at the end of each day to prevent drying which could result in dust generation

As hauling trucks arrived on site the undercarriages were rinsed on the crushed stone road just inside the entrance gate to remove residual road contamination The trucks then proceed to the Loading Area

Hauling trucks were carefully loaded by the excavators to minimize spillage of fly ash on the exterior of the trucks Prior to leaving the Loading Area each truck was inspected for fly ash on the exterior and wheels If necessary the trucks were decontaminated with water to remove any spillage

All equipment used to excavate and handle fly ash and contaminated soil was decontaminated with water prior to removal from the exclusion zone

24 Excavation and Loading of Fly Ash

Fly Ash was excavated using straight edged buckets in the wet Excavation started on the southern end of the proposed excavation The fly ash was moved into the stockpiledewatering area in a tag-team manner using the two excavators By excavating continuously the excavator was able to keep ahead of the water infiltration enough to minimize introducing additional water into the fly ash The fly ash was excavated down to the top of the peat layer The vertical limit of excavation was confirmed by visual observation by the GEI Field Representative and US Army Corps of Engineers Field Representative At the start of a new shift a berm of fly ash was left between the previously excavated area and the current excavation The purpose of the berms was to prevent water from the flooded excavation from entering the current excavation After all excavation of cells was completed the berms were also excavated and stockpiled

Fly Ash was generally stockpiled 1 to 2 days before loading to allow drainage of excess water Two test loads were performed on July 281999 to determine whether the drainage was sufficient to avoid development of free water on the top of loads during transit to the disposal facility According to Waste Management personnel at the disposal facility no free water was present when the loads arrived there

Once all required fly ash was removed from the excavation and loaded on hauling trucks the crushed stone and HOPE liner from the stockpileloading area were loaded onto hauling trucks for disposal Hay bales and silt fence from the stockpile were also disposed of with fly ash

Table 1 summarizes the daily loads and quantities hauled to the disposal facility The total quantity of 98188 tons includes the crushed stone used to construct the Stockpile and Loading Areas A copy of the Waste Management job total print out is contained in Appendix D

30 SITE RESTORATION AND FINAL INSPECTION

31 Shoreline Treatment

As required by the design plans the limit of fly ash excavation was restored to provide 3H1V slopes and to cover the remaining fly ash with clean imported earth materials The face of the remaining fly ash along the western edge of fly ash excavation was covered by 38 crushed stone below the water level and loam above the water level Along the east north and south sides a 3H1V slope was constructed where necessary using 38crused stone below the water level and loam above the water level

The shoreline restoration materials were placed using a Putzmeister Telebelt Mobile Conveyor at the completion of fly ash removal The materials were hand raked to grade

32 Access Roads

Following completion of activities in WA-1 the access roads were removed by grading the DGCS to feather in to the adjoining areas Stockpiled loam was spread over the disturbed areas Additional imported loam was used to supplement the onsite loam All disturbed areas were graded to match adjoining areas

33 Seeding

Two types of seeding were performed to restore disturbed areas A 3 to 5 foot border around the shore of the excavated portion of WA-1 was hand seeded using a wetland seed mix A specification sheet on the wetland seed mix is contained in Appendix D All other disturbed areas were hydroseeded using a slope and shoulder mix conforming to Massachusetts Highway Department Specifications

34 Miscellaneous Restoration amp Demobilization

All debris and excess materials were removed at the completion The silt fence was removed on Monday August 30 1999 The hay bales were left in place and will biodegrade

35 Final Inspection

A final inspection meeting was held on site on August 18 1999 Representatives of USEPA Mass DEP MEC GEI USCOE and TFCI inspected the work for conformance with the Design Plans No punchlist was developed It was noted that TFCI had some equipment and supplies still on site The silt fence was in place but was removed on Monday August 30 1999 TFCI removed all items subsequent to the meeting

TABLE 1 SUMMARY OF ASH REMOVAL shy

SALEM ACRES WA-1 WETLAND REMEDIATION

DATE NUMBER OF DAILY TOTAL CUMULATIVE LOADS | ^ONSgt

rTOTAL

PONS) July 28 1999 2 3705 3705

July 29 1999 9 25321 29026

August 2 1999 8 25177 54203

Augusts 1999 4 13731 67934

August 4 1999 4 13607 81541

Augusts 1999 4 13996 95537

Augusts 1999 1 2651 98188

Note Ash transported to and disposed of at Turnkey Landfill in Rochester NH by Waste Management of New Hampshire See Appendix D for detail on loads

T Ford Company Inc September 24 1999

START OF FLY ASH REMOVAL

AT NORTHERN LIMIT Originals in color

TWO EXCAVATORS MOVING ASH TO STOCKPILE

STOCKPILE AND LOADING AREA

Originals in color

PEAT LAYER AT BOTTOM OF ASH

BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color

EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT

REMOVAL OF BERM SEPARATING CELLS

Originals in color

ASH REMOVAL COMPLETE

VIEW LOOKING TOWARDS SOUTH LIMIT

PLACEMENT OF 38 STONE ALONG WESTERN LIMIT

Origmuto in color

PLACEMENT OF LOAM ALONG WESTERN LIMIT

I

VIEW OF COMPLETED PROJECT

Originals in color

WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION

SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS

Submitted to

The Massachusetts Electric Company Westborough Massachusetts

53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Pagel

INTRODUCTION

The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors

bull The T Ford Company (TFCI) - site contractor

bull Waste Management of New Hampshire - waste hauling and off-site disposal

bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction

Additional details on day to day activities can be obtained from the field book for this project

Design documents used for the site remediation included the follow

bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and

bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999

The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999

Pre-Construction Meeting

Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people

Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI

Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following

bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue

bull Placing additional crushed stone on the beginning portion of the existing access road

bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone

bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and

bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings

A health and safety meeting will be held next Monday when intrusive activities are expected to begin

C PROJSALEMWAlRDRAconstrrpt 99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 3

Summary of Work Completed

TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed

GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road

The results of dust monitoring conducted during the week are summarized in Table 1 (attached)

C PROJSALEMWAlRDRAoxutnpt99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

A sK V

+ mdash -bullbull=raquolt f[+ J + gt + M +

+ + i

+ bull bull + +bull + + H

bull bullbull r 4shy

raquo +

^I +

^

raquo +^ +

+ gt + + J+

+ j laquogt 4 7

bullbull x 7 Scale 1 = 30

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

OH9BSIMQ OU9MO HdAVMQ 4- amp -4 i

MHH1SV3 T8Sgt822C09 XVd 01 = 01 d34k 86iOiO

CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates-foic

Industrial Hygiene ML ditimomuitil Totmf

TOTAL DUST SURVEY FORM

JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA

TIME LOCATION AC WHY CONCENTRATION AM PM MGM3

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TOTAL DUST SURVEY FORM

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

30 SITE RESTORATION AND FINAL INSPECTION

31 Shoreline Treatment

As required by the design plans the limit of fly ash excavation was restored to provide 3H1V slopes and to cover the remaining fly ash with clean imported earth materials The face of the remaining fly ash along the western edge of fly ash excavation was covered by 38 crushed stone below the water level and loam above the water level Along the east north and south sides a 3H1V slope was constructed where necessary using 38crused stone below the water level and loam above the water level

The shoreline restoration materials were placed using a Putzmeister Telebelt Mobile Conveyor at the completion of fly ash removal The materials were hand raked to grade

32 Access Roads

Following completion of activities in WA-1 the access roads were removed by grading the DGCS to feather in to the adjoining areas Stockpiled loam was spread over the disturbed areas Additional imported loam was used to supplement the onsite loam All disturbed areas were graded to match adjoining areas

33 Seeding

Two types of seeding were performed to restore disturbed areas A 3 to 5 foot border around the shore of the excavated portion of WA-1 was hand seeded using a wetland seed mix A specification sheet on the wetland seed mix is contained in Appendix D All other disturbed areas were hydroseeded using a slope and shoulder mix conforming to Massachusetts Highway Department Specifications

34 Miscellaneous Restoration amp Demobilization

All debris and excess materials were removed at the completion The silt fence was removed on Monday August 30 1999 The hay bales were left in place and will biodegrade

35 Final Inspection

A final inspection meeting was held on site on August 18 1999 Representatives of USEPA Mass DEP MEC GEI USCOE and TFCI inspected the work for conformance with the Design Plans No punchlist was developed It was noted that TFCI had some equipment and supplies still on site The silt fence was in place but was removed on Monday August 30 1999 TFCI removed all items subsequent to the meeting

TABLE 1 SUMMARY OF ASH REMOVAL shy

SALEM ACRES WA-1 WETLAND REMEDIATION

DATE NUMBER OF DAILY TOTAL CUMULATIVE LOADS | ^ONSgt

rTOTAL

PONS) July 28 1999 2 3705 3705

July 29 1999 9 25321 29026

August 2 1999 8 25177 54203

Augusts 1999 4 13731 67934

August 4 1999 4 13607 81541

Augusts 1999 4 13996 95537

Augusts 1999 1 2651 98188

Note Ash transported to and disposed of at Turnkey Landfill in Rochester NH by Waste Management of New Hampshire See Appendix D for detail on loads

T Ford Company Inc September 24 1999

START OF FLY ASH REMOVAL

AT NORTHERN LIMIT Originals in color

TWO EXCAVATORS MOVING ASH TO STOCKPILE

STOCKPILE AND LOADING AREA

Originals in color

PEAT LAYER AT BOTTOM OF ASH

BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color

EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT

REMOVAL OF BERM SEPARATING CELLS

Originals in color

ASH REMOVAL COMPLETE

VIEW LOOKING TOWARDS SOUTH LIMIT

PLACEMENT OF 38 STONE ALONG WESTERN LIMIT

Origmuto in color

PLACEMENT OF LOAM ALONG WESTERN LIMIT

I

VIEW OF COMPLETED PROJECT

Originals in color

WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION

SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS

Submitted to

The Massachusetts Electric Company Westborough Massachusetts

53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Pagel

INTRODUCTION

The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors

bull The T Ford Company (TFCI) - site contractor

bull Waste Management of New Hampshire - waste hauling and off-site disposal

bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction

Additional details on day to day activities can be obtained from the field book for this project

Design documents used for the site remediation included the follow

bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and

bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999

The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999

Pre-Construction Meeting

Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people

Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI

Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following

bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue

bull Placing additional crushed stone on the beginning portion of the existing access road

bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone

bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and

bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings

A health and safety meeting will be held next Monday when intrusive activities are expected to begin

C PROJSALEMWAlRDRAconstrrpt 99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 3

Summary of Work Completed

TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed

GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road

The results of dust monitoring conducted during the week are summarized in Table 1 (attached)

C PROJSALEMWAlRDRAoxutnpt99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

A sK V

+ mdash -bullbull=raquolt f[+ J + gt + M +

+ + i

+ bull bull + +bull + + H

bull bullbull r 4shy

raquo +

^I +

^

raquo +^ +

+ gt + + J+

+ j laquogt 4 7

bullbull x 7 Scale 1 = 30

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

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CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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CASHINS amp Associates-foic

Industrial Hygiene ML ditimomuitil Totmf

TOTAL DUST SURVEY FORM

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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS

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Industrial Hvjptne Environmenta rating

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy

CASHINS amp Associates -lnc

Industrial Htyent amp tmironmcnUl Testing

TOTAL DUST SURVEY FORM

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PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST

CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull

CASHINS amp Associates 4nc

Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

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PROFILE TRflNS

TRANSACTIONS

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-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

TABLE 1 SUMMARY OF ASH REMOVAL shy

SALEM ACRES WA-1 WETLAND REMEDIATION

DATE NUMBER OF DAILY TOTAL CUMULATIVE LOADS | ^ONSgt

rTOTAL

PONS) July 28 1999 2 3705 3705

July 29 1999 9 25321 29026

August 2 1999 8 25177 54203

Augusts 1999 4 13731 67934

August 4 1999 4 13607 81541

Augusts 1999 4 13996 95537

Augusts 1999 1 2651 98188

Note Ash transported to and disposed of at Turnkey Landfill in Rochester NH by Waste Management of New Hampshire See Appendix D for detail on loads

T Ford Company Inc September 24 1999

START OF FLY ASH REMOVAL

AT NORTHERN LIMIT Originals in color

TWO EXCAVATORS MOVING ASH TO STOCKPILE

STOCKPILE AND LOADING AREA

Originals in color

PEAT LAYER AT BOTTOM OF ASH

BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color

EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT

REMOVAL OF BERM SEPARATING CELLS

Originals in color

ASH REMOVAL COMPLETE

VIEW LOOKING TOWARDS SOUTH LIMIT

PLACEMENT OF 38 STONE ALONG WESTERN LIMIT

Origmuto in color

PLACEMENT OF LOAM ALONG WESTERN LIMIT

I

VIEW OF COMPLETED PROJECT

Originals in color

WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION

SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS

Submitted to

The Massachusetts Electric Company Westborough Massachusetts

53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Pagel

INTRODUCTION

The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors

bull The T Ford Company (TFCI) - site contractor

bull Waste Management of New Hampshire - waste hauling and off-site disposal

bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction

Additional details on day to day activities can be obtained from the field book for this project

Design documents used for the site remediation included the follow

bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and

bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999

The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999

Pre-Construction Meeting

Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people

Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI

Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following

bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue

bull Placing additional crushed stone on the beginning portion of the existing access road

bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone

bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and

bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings

A health and safety meeting will be held next Monday when intrusive activities are expected to begin

C PROJSALEMWAlRDRAconstrrpt 99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 3

Summary of Work Completed

TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed

GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road

The results of dust monitoring conducted during the week are summarized in Table 1 (attached)

C PROJSALEMWAlRDRAoxutnpt99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

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Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

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Industrial Hygiene A Environmental Testing

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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

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Summarized By lt -shyFor Cashins amp Associates Inc

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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

START OF FLY ASH REMOVAL

AT NORTHERN LIMIT Originals in color

TWO EXCAVATORS MOVING ASH TO STOCKPILE

STOCKPILE AND LOADING AREA

Originals in color

PEAT LAYER AT BOTTOM OF ASH

BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color

EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT

REMOVAL OF BERM SEPARATING CELLS

Originals in color

ASH REMOVAL COMPLETE

VIEW LOOKING TOWARDS SOUTH LIMIT

PLACEMENT OF 38 STONE ALONG WESTERN LIMIT

Origmuto in color

PLACEMENT OF LOAM ALONG WESTERN LIMIT

I

VIEW OF COMPLETED PROJECT

Originals in color

WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION

SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS

Submitted to

The Massachusetts Electric Company Westborough Massachusetts

53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Pagel

INTRODUCTION

The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors

bull The T Ford Company (TFCI) - site contractor

bull Waste Management of New Hampshire - waste hauling and off-site disposal

bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction

Additional details on day to day activities can be obtained from the field book for this project

Design documents used for the site remediation included the follow

bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and

bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999

The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999

Pre-Construction Meeting

Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people

Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI

Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following

bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue

bull Placing additional crushed stone on the beginning portion of the existing access road

bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone

bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and

bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings

A health and safety meeting will be held next Monday when intrusive activities are expected to begin

C PROJSALEMWAlRDRAconstrrpt 99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 3

Summary of Work Completed

TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed

GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road

The results of dust monitoring conducted during the week are summarized in Table 1 (attached)

C PROJSALEMWAlRDRAoxutnpt99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

A sK V

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bull bullbull r 4shy

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bullbull x 7 Scale 1 = 30

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

OH9BSIMQ OU9MO HdAVMQ 4- amp -4 i

MHH1SV3 T8Sgt822C09 XVd 01 = 01 d34k 86iOiO

CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

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CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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TOTAL DUST SURVEY FORM

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

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PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

STOCKPILE AND LOADING AREA

Originals in color

PEAT LAYER AT BOTTOM OF ASH

BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color

EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT

REMOVAL OF BERM SEPARATING CELLS

Originals in color

ASH REMOVAL COMPLETE

VIEW LOOKING TOWARDS SOUTH LIMIT

PLACEMENT OF 38 STONE ALONG WESTERN LIMIT

Origmuto in color

PLACEMENT OF LOAM ALONG WESTERN LIMIT

I

VIEW OF COMPLETED PROJECT

Originals in color

WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION

SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS

Submitted to

The Massachusetts Electric Company Westborough Massachusetts

53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Pagel

INTRODUCTION

The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors

bull The T Ford Company (TFCI) - site contractor

bull Waste Management of New Hampshire - waste hauling and off-site disposal

bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction

Additional details on day to day activities can be obtained from the field book for this project

Design documents used for the site remediation included the follow

bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and

bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999

The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999

Pre-Construction Meeting

Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people

Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI

Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following

bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue

bull Placing additional crushed stone on the beginning portion of the existing access road

bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone

bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and

bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings

A health and safety meeting will be held next Monday when intrusive activities are expected to begin

C PROJSALEMWAlRDRAconstrrpt 99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 3

Summary of Work Completed

TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed

GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road

The results of dust monitoring conducted during the week are summarized in Table 1 (attached)

C PROJSALEMWAlRDRAoxutnpt99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

A sK V

+ mdash -bullbull=raquolt f[+ J + gt + M +

+ + i

+ bull bull + +bull + + H

bull bullbull r 4shy

raquo +

^I +

^

raquo +^ +

+ gt + + J+

+ j laquogt 4 7

bullbull x 7 Scale 1 = 30

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

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CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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TOTAL DUST SURVEY FORM

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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS

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Industrial Hvjptne Environmenta rating

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy

CASHINS amp Associates -lnc

Industrial Htyent amp tmironmcnUl Testing

TOTAL DUST SURVEY FORM

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CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS

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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull

CASHINS amp Associates 4nc

Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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FOR CASHINS amp ASSOCIATES INC

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates Inc

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WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT

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TICKET

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07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

BOTTOM OF EXCAVATION ON SOUTH END OF WA- Originals in color

EXCAVATION OF CELL NOTE TEMPORARY BERM ON LEFT

REMOVAL OF BERM SEPARATING CELLS

Originals in color

ASH REMOVAL COMPLETE

VIEW LOOKING TOWARDS SOUTH LIMIT

PLACEMENT OF 38 STONE ALONG WESTERN LIMIT

Origmuto in color

PLACEMENT OF LOAM ALONG WESTERN LIMIT

I

VIEW OF COMPLETED PROJECT

Originals in color

WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION

SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS

Submitted to

The Massachusetts Electric Company Westborough Massachusetts

53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Pagel

INTRODUCTION

The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors

bull The T Ford Company (TFCI) - site contractor

bull Waste Management of New Hampshire - waste hauling and off-site disposal

bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction

Additional details on day to day activities can be obtained from the field book for this project

Design documents used for the site remediation included the follow

bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and

bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999

The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999

Pre-Construction Meeting

Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people

Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI

Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following

bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue

bull Placing additional crushed stone on the beginning portion of the existing access road

bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone

bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and

bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings

A health and safety meeting will be held next Monday when intrusive activities are expected to begin

C PROJSALEMWAlRDRAconstrrpt 99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 3

Summary of Work Completed

TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed

GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road

The results of dust monitoring conducted during the week are summarized in Table 1 (attached)

C PROJSALEMWAlRDRAoxutnpt99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

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Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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Industrial Hygiene A Environmental Testing

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Inouftrial Higient amp ErmronimntaJ Testing

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TOTAL DUST SURVEY FORM

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TICKET

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PROFILE TRflNS

TRANSACTIONS

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6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

REMOVAL OF BERM SEPARATING CELLS

Originals in color

ASH REMOVAL COMPLETE

VIEW LOOKING TOWARDS SOUTH LIMIT

PLACEMENT OF 38 STONE ALONG WESTERN LIMIT

Origmuto in color

PLACEMENT OF LOAM ALONG WESTERN LIMIT

I

VIEW OF COMPLETED PROJECT

Originals in color

WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION

SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS

Submitted to

The Massachusetts Electric Company Westborough Massachusetts

53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Pagel

INTRODUCTION

The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors

bull The T Ford Company (TFCI) - site contractor

bull Waste Management of New Hampshire - waste hauling and off-site disposal

bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction

Additional details on day to day activities can be obtained from the field book for this project

Design documents used for the site remediation included the follow

bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and

bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999

The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999

Pre-Construction Meeting

Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people

Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI

Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following

bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue

bull Placing additional crushed stone on the beginning portion of the existing access road

bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone

bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and

bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings

A health and safety meeting will be held next Monday when intrusive activities are expected to begin

C PROJSALEMWAlRDRAconstrrpt 99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 3

Summary of Work Completed

TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed

GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road

The results of dust monitoring conducted during the week are summarized in Table 1 (attached)

C PROJSALEMWAlRDRAoxutnpt99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

A sK V

+ mdash -bullbull=raquolt f[+ J + gt + M +

+ + i

+ bull bull + +bull + + H

bull bullbull r 4shy

raquo +

^I +

^

raquo +^ +

+ gt + + J+

+ j laquogt 4 7

bullbull x 7 Scale 1 = 30

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

OH9BSIMQ OU9MO HdAVMQ 4- amp -4 i

MHH1SV3 T8Sgt822C09 XVd 01 = 01 d34k 86iOiO

CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates-foic

Industrial Hygiene ML ditimomuitil Totmf

TOTAL DUST SURVEY FORM

JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA

TIME LOCATION AC WHY CONCENTRATION AM PM MGM3

OS-oo OnslV ^otklfl-ro^or OOT

08-00 0 -f^srf^ Pi o o 1000 O n i t f e if tec veii0l 00-7

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

PLACEMENT OF 38 STONE ALONG WESTERN LIMIT

Origmuto in color

PLACEMENT OF LOAM ALONG WESTERN LIMIT

I

VIEW OF COMPLETED PROJECT

Originals in color

WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION

SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS

Submitted to

The Massachusetts Electric Company Westborough Massachusetts

53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Pagel

INTRODUCTION

The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors

bull The T Ford Company (TFCI) - site contractor

bull Waste Management of New Hampshire - waste hauling and off-site disposal

bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction

Additional details on day to day activities can be obtained from the field book for this project

Design documents used for the site remediation included the follow

bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and

bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999

The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999

Pre-Construction Meeting

Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people

Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI

Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following

bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue

bull Placing additional crushed stone on the beginning portion of the existing access road

bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone

bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and

bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings

A health and safety meeting will be held next Monday when intrusive activities are expected to begin

C PROJSALEMWAlRDRAconstrrpt 99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 3

Summary of Work Completed

TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed

GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road

The results of dust monitoring conducted during the week are summarized in Table 1 (attached)

C PROJSALEMWAlRDRAoxutnpt99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

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Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

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CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

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Industrial Hvjptne Environmenta rating

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

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CASHINS amp Associates 4nc

Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

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Inouftrial Higient amp ErmronimntaJ Testing

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TRANSACTIONS

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07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

VIEW OF COMPLETED PROJECT

Originals in color

WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION

SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS

Submitted to

The Massachusetts Electric Company Westborough Massachusetts

53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Pagel

INTRODUCTION

The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors

bull The T Ford Company (TFCI) - site contractor

bull Waste Management of New Hampshire - waste hauling and off-site disposal

bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction

Additional details on day to day activities can be obtained from the field book for this project

Design documents used for the site remediation included the follow

bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and

bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999

The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999

Pre-Construction Meeting

Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people

Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI

Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following

bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue

bull Placing additional crushed stone on the beginning portion of the existing access road

bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone

bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and

bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings

A health and safety meeting will be held next Monday when intrusive activities are expected to begin

C PROJSALEMWAlRDRAconstrrpt 99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 3

Summary of Work Completed

TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed

GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road

The results of dust monitoring conducted during the week are summarized in Table 1 (attached)

C PROJSALEMWAlRDRAoxutnpt99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

A sK V

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Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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Industrial Hygiene A Environmental Testing

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Inouftrial Higient amp ErmronimntaJ Testing

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TOTAL DUST SURVEY FORM

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TICKET

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PROFILE TRflNS

TRANSACTIONS

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6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

WEEKLY CONSTRUCTION SUMMARY REPORTS WA-1 REMEDIAL ACTION

SALEM ACRES SUPERFUND SITE SALEM MASSACHUSETTS

Submitted to

The Massachusetts Electric Company Westborough Massachusetts

53 Regional Drive September 231999 Concord New Hampshire 03301 Project 99199 (603) 224-7979

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Pagel

INTRODUCTION

The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors

bull The T Ford Company (TFCI) - site contractor

bull Waste Management of New Hampshire - waste hauling and off-site disposal

bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction

Additional details on day to day activities can be obtained from the field book for this project

Design documents used for the site remediation included the follow

bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and

bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999

The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999

Pre-Construction Meeting

Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people

Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI

Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following

bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue

bull Placing additional crushed stone on the beginning portion of the existing access road

bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone

bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and

bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings

A health and safety meeting will be held next Monday when intrusive activities are expected to begin

C PROJSALEMWAlRDRAconstrrpt 99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 3

Summary of Work Completed

TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed

GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road

The results of dust monitoring conducted during the week are summarized in Table 1 (attached)

C PROJSALEMWAlRDRAoxutnpt99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

A sK V

+ mdash -bullbull=raquolt f[+ J + gt + M +

+ + i

+ bull bull + +bull + + H

bull bullbull r 4shy

raquo +

^I +

^

raquo +^ +

+ gt + + J+

+ j laquogt 4 7

bullbull x 7 Scale 1 = 30

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

OH9BSIMQ OU9MO HdAVMQ 4- amp -4 i

MHH1SV3 T8Sgt822C09 XVd 01 = 01 d34k 86iOiO

CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates-foic

Industrial Hygiene ML ditimomuitil Totmf

TOTAL DUST SURVEY FORM

JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA

TIME LOCATION AC WHY CONCENTRATION AM PM MGM3

OS-oo OnslV ^otklfl-ro^or OOT

08-00 0 -f^srf^ Pi o o 1000 O n i t f e if tec veii0l 00-7

i iCOO Of-^^ O -07 V 1IPOC CJ^^a-e OO7

l-00 Of f j f euro i 00 7

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Inouftrial Higient amp ErmronimntaJ Testing

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Industrial Hvjiene A EmimnmenUi Testing

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Pagel

INTRODUCTION

The purpose of the Weekly Construction Summary Report is to provide an overview of the work performed each week for the remediation of the WA-1 Wetland at the Salem Acres Superfund Site in Salem Massachusetts The Massachusetts Electric Company (MEC) engaged the following contractors

bull The T Ford Company (TFCI) - site contractor

bull Waste Management of New Hampshire - waste hauling and off-site disposal

bull GEI Consultants Inc (GEI) - remedial design and resident engineering during construction

Additional details on day to day activities can be obtained from the field book for this project

Design documents used for the site remediation included the follow

bull Draft - Final Narrative Report (Narrative Report) WA-1 Remediation Salem Acres Superfund Site Salem Massachusetts prepared by GEI Consultants Inc dated July 1 1999 and

bull Site Remediation Design Drawings (RD Drawings) WA-1 Wetland Salem Acres Superfund Site Salem Massachusetts Revision 1 prepared by GEI Consultants Inc dated July 1 1999

The Weekly Construction Summary Reports were prepared by William Haswell of GEI Consultants Inc Mr Haswell was the Resident Engineer for the project

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999

Pre-Construction Meeting

Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people

Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI

Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following

bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue

bull Placing additional crushed stone on the beginning portion of the existing access road

bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone

bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and

bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings

A health and safety meeting will be held next Monday when intrusive activities are expected to begin

C PROJSALEMWAlRDRAconstrrpt 99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 3

Summary of Work Completed

TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed

GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road

The results of dust monitoring conducted during the week are summarized in Table 1 (attached)

C PROJSALEMWAlRDRAoxutnpt99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

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Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

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CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

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CASHINS amp Associates 4nc

Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates Inc

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CASHINSamp Associates^

Inouftrial Higient amp ErmronimntaJ Testing

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SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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CASHINS amp Associates

Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

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OSHINS amp Associates

Industrial Hvptne Emmmtentil Tttting

PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY JULY 19 THROUGH 231999

Pre-Construction Meeting

Prior to the start of work on July 19 1999 a brief pre-construction meeting was held at the site The meeting was attended by the following people

Elizabeth GreeneMEC Elaine StanleyUSEPA Ross HuntingtonUSACOE Kevin AndersonUSACOE Mark EllisTFCI Bill HaswellGEI

Mark Ellis indicated that TFCI would be conducting site preparation activities this week which would include the following

bull Paving approximately 30 feet of the existing gravel access road starting at the north end of Barcelona Avenue

bull Placing additional crushed stone on the beginning portion of the existing access road

bull Constructing an access road and turn around area through DA-1 by stripping and stockpiling the topsoil and placing approximately six inches of dense graded crushed stone

bull Installing the silt fence and hay bales around the perimeter of the proposed area of excavation in the WA-1 Wetland and

bull Constructing the stockpile drainage area and the truck loadingdecontamination area Topsoil from the proposed area will be stripped and stockpiled The material stockpile and truck loadingdecontamination area will be constructed as indicated hi the design drawings

A health and safety meeting will be held next Monday when intrusive activities are expected to begin

C PROJSALEMWAlRDRAconstrrpt 99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 3

Summary of Work Completed

TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed

GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road

The results of dust monitoring conducted during the week are summarized in Table 1 (attached)

C PROJSALEMWAlRDRAoxutnpt99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

A sK V

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bullbull x 7 Scale 1 = 30

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

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CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Industrial Hygiene A Environmental Testing

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CASHINSamp Associates^

Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

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Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

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PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 3

Summary of Work Completed

TFCI completed the majority of activities listed above Jersey barriers were not in place at the end of the week No significant deviations from the design documents were observed

GEI completed a video survey of Barcelona Avenue to document the pre-construction condition of the road

The results of dust monitoring conducted during the week are summarized in Table 1 (attached)

C PROJSALEMWAlRDRAoxutnpt99 923 wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

A sK V

+ mdash -bullbull=raquolt f[+ J + gt + M +

+ + i

+ bull bull + +bull + + H

bull bullbull r 4shy

raquo +

^I +

^

raquo +^ +

+ gt + + J+

+ j laquogt 4 7

bullbull x 7 Scale 1 = 30

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

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CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

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Industrial Hvjptne Environmenta rating

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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CASHINS amp Associates 4nc

Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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CASHINSamp Associates^

Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

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CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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CASHINS amp Associates

Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 4

WEEKLY CONSTRUCTION SUMMARY JULY 26 THROUGH 301999

Health and Safety Meeting

On Monday July 26 1999 a Health and Safety Meeting was held at the site by Cashins and Associates Inc (Cashins) TFCI retained Cashins to update the Site specific Health and Safety Plan and conduct health and safety monitoring during intrusive activities being conducted at the site The health and safety meeting was conducted by Bob Cashins and included a review of the requirements of the Health and Safety Plan Personnel from Cashins will be on-site full time during intrusive activities (starting today)

Summary of Work Completed

Intrusive work began on July 26 1999 with excavation at the southern end of the proposed remediation area Material removed from the proposed southern limit of the excavation appeared to contain mostly organics with a small amount of fly ash The southern limit of excavation was extended approximately 15 feet to the south to remove the organics which contained minor amounts of fly ash Fly ash was excavated from the southern approximately 150 feet of the excavation area

The northern limit of excavation was extended approximately 10 feet to the north to remove fly ash which extended beyond the planned limits of remediation The width of the excavation at the far northern end is less than 30 feet (approximately 27 feet wide) however there is no visually identifiable fly ash at the western limit of the excavation in this area At the northern end of the excavation the east and west limits of excavation were moved to the west as no fly ash was observed at the western edge of DA-1 (see attached sketch) By the end of the week fly ash excavation was completed for the northernmost 80 feet of the removal area

No work was conducted by TFCI on July 27 as the material stockpile area was full from excavation conducted on July 26 and the contract between MEC and Waste Management of New Hampshire (hauling and disposal contractor) had not been finalized yet

Test hauling was conducted on July 28 using a half-full trailer dump truck to determine whether or not free water would be generated on top of the fly ash during transport No free water was generated on top of the test load during transport to the Waste Managements Turnkey Landfill in Rochester New Hampshire A full load was hauled hi the afternoon on July 28 and first day of full scale hauling was conducted on July 29 The trucks were pre-rinsed and decontaminated

C PROJSALEMWA I RDRANconstrrpt 99 923 wpd

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

A sK V

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Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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Industrial Hygiene A Environmental Testing

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Inouftrial Higient amp ErmronimntaJ Testing

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TOTAL DUST SURVEY FORM

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TICKET

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PROFILE TRflNS

TRANSACTIONS

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6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

Approx North

I

Approximate actual limit ash excavation

DA-1

No fly ash encountered in this area

1 I f

PROPOSED ACCESS ROAD

A sK V

+ mdash -bullbull=raquolt f[+ J + gt + M +

+ + i

+ bull bull + +bull + + H

bull bullbull r 4shy

raquo +

^I +

^

raquo +^ +

+ gt + + J+

+ j laquogt 4 7

bullbull x 7 Scale 1 = 30

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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CASHINS amp Associates-foic

Industrial Hygiene ML ditimomuitil Totmf

TOTAL DUST SURVEY FORM

JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA

TIME LOCATION AC WHY CONCENTRATION AM PM MGM3

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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS

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Industrial Hvjptne Environmenta rating

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT LOCATION Soleraquoi Aire S

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FOR CASHINS amp ASSOCIATES INC

80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

PageS

as indicated in the Narrative Report A total of approximately 290 tons of material was hauled off-site on July 28 and 291999

Water draining from the material stockpile and truck loadingdecontamination area was filtered through hay bales and silt fence as discharged to the excavation area The water was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 2 (attached)

C PROASALEMWAlRDRAconjOTpt99 923 wpd

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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Industrial Hygiene A Environmental Testing

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Inouftrial Higient amp ErmronimntaJ Testing

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TOTAL DUST SURVEY FORM

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TICKET

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PROFILE TRflNS

TRANSACTIONS

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6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

Weekly Construction Summary Reports VVA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page 6

WEEKLY CONSTRUCTION SUMMARY AUGUST 2 THROUGH AUGUST 61999

Summary of Work Completed

The fly ash from the mid section (area west of the stockpile area) of the proposed removal area was excavated and placed into the stockpile area to complete excavation activities

Eight loads of material were hauled off-site on Monday August 2 Limited hauling (four loads) was also conducted on Tuesday August 3 to remove material stockpiled from last week The majority of the material from the excavation was hauled off-site by Wednesday August 4 Hauling was conducted on Thursday August 5 and Friday August 6 to remove the stockpile drainage area and truck loadingdecontamination area A total of approximately 692 tons of material was hauled off-site including the liner and filter fabric used in the stockpile drainage area and the truck loadingdecontamination area

The stockpile drainage area and the truck loadingdecontamination area were removed by excavating the majority of the stone from the filter fabric The filter fabric and any remaining stone was then removed with the excavator Finally the liner was removed No areas of leakage through the liner were observed after it was removed The last load of material hauled off-site for disposal was on August 6 The water discharging from the stockpile drainage area and the truck loadingdecontamination area was observed to be free of any sheen

Site restoration began on August 6 with the placement of the stone along the cut edge of the excavation to flatten the slope to 3H1V Limited portions of the cut slope on the eastern edge of the excavation were graded using existing embankment material to flatten the slope Additional stone was used to obtain the 3H 1V slope Topsoil was placed in areas around the excavation above the water line

Water draining from the stockpile drainage area and the truck loadingdecontamination area (prior to their removal) was observed to be free of any sheen

The results of dust monitoring conducted during the week are summarized in Table 3 (attached)

CPROJSALEMWAlRDRAconsnrpt 99 923wpd

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

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CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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CASHINS amp Associates-foic

Industrial Hygiene ML ditimomuitil Totmf

TOTAL DUST SURVEY FORM

JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA

TIME LOCATION AC WHY CONCENTRATION AM PM MGM3

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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS

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Industrial Hvjptne Environmenta rating

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT LOCATION Soleraquoi Aire S

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SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

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Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

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Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

Weekly Construction Summary Reports WA-1 Remedial Action

Salem Acres Superfund Site September 231999

Page

WEEKLY CONSTRUCTION SUMMARY AUGUST 9 THROUGH 111999

Summary of Work Completed

GEI was on-site between August 9 and 111999 TFCI was on-site through August 10 1999 and completed the majority of site restoration including the following

bull Grading the access road and truck turnaround area in DA-1 and stockpile drainage area and truck loadingdecontamination area into the exiting topography

bull Spreading the stockpiled topsoil onto the access road and truck turnaround area in DA-1 and the stockpile drainage area and truck loadingdecontamination area and

bull Demobilizing some equipment and materials

GEI completed a video survey of Barcelona Avenue to document the condition of the road after the off-site hauling had been completed There was no visual evidence of damage to Barcelona Avenue in the video survey

The results of dust monitoring conducted during the week are summarized in Table 4 (attached)

Remaining Items

As of August 11 1999 the following work had not been completed

bull Seeding with wetland mix around the excavated area and hydro seeding the remaining areas which were disturbed during the construction

bull Removing the silt fence and

bull Demobilizing the remaining equipment and supplies

The Final Construction Inspection is scheduled for August 181999

C PROJSALEMWAlRDRAconstnpt99 923 wpd

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

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CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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Industrial Hygiene ML ditimomuitil Totmf

TOTAL DUST SURVEY FORM

JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA

TIME LOCATION AC WHY CONCENTRATION AM PM MGM3

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Industrial Hvjptne Environmenta rating

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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DAYDATE 36 JXl qq Alo -tc

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SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

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Associates Inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Industrial Htyent amp tmironmcnUl Testing

TOTAL DUST SURVEY FORM

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TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

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CASHINS amp Associates 4nc

Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T ForJ _ LOCATION S~ Air ft

DAYDATE Friok so

O6gO fHree -Vrges j^c

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SUMMARIZED BY r

FOR CASHINS amp ASSOCIATES INC

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates Inc

tedMriaJ Htgicnr pound Cnummmitil Testing

WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT

Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o

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CASHINSamp Associates^

Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST

CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt

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LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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CASHINS amp Associates

Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

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1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0

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Industrial Hvptne Emmmtentil Tttting

PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS

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CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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FOR CASffiNS amp ASSOCIATES INC

BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

TABLE 1 - SUMMARY OF DUST MONITORING JULY 19 THROUGH 231999 WA-1 Remedial Action Salem Acres Super-fund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72099 0900 001 Northern portion of WA-1 Stripping topsoil

72099 0930 000 Barcelona Avenue gate No traffic

72099 1300 001 Northern corner of DA-1 Spreading gravel

72199 0930 000 Central portion of WA-1 Knocking down vegetation

72199 1315 003 Barcelona Avenue gate Truck traffic

72199 1420 001 Material stockpile area Stripping topsoil

72199 1440 000 Barcelona Avenue gate No traffic

722799 1020 000 Barcelona Avenue gate Truck traffic

722799 1140 001 Material stockpile area Placing sand

72299 1355 000 Barcelona Avenue gate No traffic

72299 1420 002 Material stockpile area Placing gravel

72399 1015 000 Barcelona Avenue gate No traffic

72399 1030 000 Material stockpile area Placing gravel

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 No intrusive work was conducted during this monitoring period

3 On July 231999 afternoon dust measurements were not collected as no work was being performed in the afternoon

GEI Consultants Inc Project 99199 September 1999 CPROJSALEMWA1 RDRA99199DustMonT1 wpd

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

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Industrial Hygiene A Environmental Testing

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BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

CASHINSamp Associates Inc

i^ifiuJ Ihjftmt fiiiiuiiianint T

WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

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C o g t oraquoi )-afec A l l Mr iraquo-t

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Summarized By lt -shyFor Cashins amp Associates Inc

C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

TABLE 2 - SUMMARY OF DUST MONITORING JULY 26 THROUGH 301999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-MinuteTWA Location Activity (mgm3)

72699 1135 001 Barcelona Avenue gate No traffic

72699 1240 001 Downwind of stockpile Placing material in stockpile

72699 1400 001 Downwind of stockpile Placing material in stockpile

72699 1430 001 Barcelona Avenue gate No traffic

72899 0900 003 Barcelona Avenue gate No traffic

72899 1030 006 Downwind of stockpile Placing material in stockpile

72899 1400 005 Downwind of stockpile Placing material in stockpile

72899 1425 007 Barcelona Avenue gate Truck traffic

72999 0800 002 Barcelona Avenue gate Truck traffic

72999 1040 002 Downwind of stockpile Placing material in stockpile

72999 1410 000 Barcelona Avenue gate Truck traffic

72999 1445 001 Downwind of stockpile Placing material in stockpile

73099 0805 003 Barcelona Avenue gate No traffic

73099 1000 003 Downwind of stockpile Placing material in stockpile

73099 1015 L 002 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Intrusive activities began on July 26 1999

3 No on-site work was conducted on July 27 1999

4) On July 301999 work was completed by approximately 100 pm therefore a second dust measurement was not collected

GEI Consultants Inc Project 99199 September 1999 CPROASALEMWA1 RDRA99199DustMonT2 wpd

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

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Industrial Hvjptne Environmenta rating

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

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30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy

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Industrial Htyent amp tmironmcnUl Testing

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CASHINS amp Associates 4nc

Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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CASHINS amp Associates Inc

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80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082

CASHINSamp Associates^

Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

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TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

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PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

TABLE 3 - SUMMARY OF DUST MONITORING AUGUST 2 THROUGH 61999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA (mgm3)

Location Activity

8299 0905 000 Barcelona Avenue gate Truck traffic

8299 0955 002 Downwind of stockpile Consolidating stockpile

8299 1330 005 Barcelona Avenue gate Truck traffic

8299 1435 005 Downwind of stockpile Placing material in stockpile

8399 0850 000 Downwind of stockpile Consolidating stockpile

8399 1015 000 Barcelona Avenue gate Truck traffic

8399 1240 006 Barcelona Avenue gate Truck traffic

8399 1330 002 Downwind of stockpile Placing material in stockpile

8499 0800 001 Barcelona Avenue gate Truck traffic

8499 1305 003 Downwind of stockpile Loading trailer dumps

8499 1440 001 Barcelona Avenue gate No traffic

8499 1455 002 Downwind of stockpile Excavator decon

8599 0830 000 Downwind of stockpile Loading trailer dumps

8599 1300 000 Barcelona Avenue gate Truck traffic

8599 1335 003 Downwind of stockpile Loading trailer dumps

8599 1415 000 Barcelona Avenue gate No traffic

8699 1340 000 Barcelona Avenue gate No traffic

8699 1355 000 Downwind of former Grading borrow material stockpile

8699 1420 000 Barcelona Avenue gate No traffic

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 Final load of stockpiled material hauled offsite in the morning of August 61999 and accordingly no further dust monitoring was performed downwind of the stockpile

GEI Consultants Inc Project 99199 September 1999 C VPROJSALEMWA1 RDRA99199DustMonT3 wpd

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

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CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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CASHINS amp Associates-foic

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TOTAL DUST SURVEY FORM

JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA

TIME LOCATION AC WHY CONCENTRATION AM PM MGM3

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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS

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CASHINS amp Associates 4nc

Industrial Hvjptne Environmenta rating

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT LOCATION Soleraquoi Aire S

DAYDATE 36 JXl qq Alo -tc

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ProblemsPossible Reasons for Overexposure

SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

Associates Inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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TOTAL DUST SURVEY FORM

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Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

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Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

TABLE 4- SUMMARY OF DUST MONITORING AUGUST 9 THROUGH 101999 WA-1 Remedial Action Salem Acres Superfund Site Salem Massachusetts

Date Time 15-Minute TWA Location Activity (mgm3)

8999 0915 000 Barcelona Avenue gate No traffic

8999 1135 003 Northern portion of DA-1 Spreading topsoil

8999 1410 000 Barcelona Avenue gate No traffic

8999 1430 006 Central portion of DA-1 Spreading topsoil

81099 0800 000 Barcelona Avenue gate No traffic

81099 0900 003 Former stockpile area Spreading topsoil

81099 0915 000 Barcelona Avenue gate No traffic

81099 1330 001 Former stockpile area Spreading topsoil

Notes

1 Dust monitoring conducted with a Mini-ram Real-Time Dust Meter Readings represent milligrams of dust per cubic meter of air (mgm3) for a 15 minute time weighted average measurement

2 All major construction activities completed on August 101999

GEI Consultants Inc Project 99199 September 1999 CPROJSALEfcnWA1RDRA99199DustMonT4 wpd

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

OH9BSIMQ OU9MO HdAVMQ 4- amp -4 i

MHH1SV3 T8Sgt822C09 XVd 01 = 01 d34k 86iOiO

CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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CASHINSamp Associates^

Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

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CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

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Industrial Hvptne Emmmtentil Tttting

PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

eastern analytical professional laboratory services

Craig Ward

GEI Consultants Inc

53 Regional Drive

Concord NH 03301-8500

Subject Laboratory Report

Eastern Analytical Inc ID 17527

Client Identification Salem Acres Salem MA

Date Received 7899

Dear Mr Ward

Enclosed please find the laboratory report for the above identified project All analyses were subjected to rigorous quality control measures to assure data accuracy

The following standard abbreviations and conventions apply throughout all Eastern Analytical Inc reports

lt = less than followed by the detection limit TNR = Testing Not Requested ND = None Detected no established detection limit BRL = Below Reporting Limits

Sample Conditions Describes the integrity of samples received by Eastern Analytical Inc and any changes that occur while in the laboratorys custody The number of samples received form of delivery condition upon receipt and requested changes for analyses are detailed on a chart and corresponding narrative Chain of Custody for the project is also included

Analytical Deviation amp QAQC Documentation Description of analytical deviations due to missed holding times sample loss or other problems experienced during analyses are noted Quality Assurance and Quality Control documentation not already reported directly on the final report is included Problems that arose during analysis and corresponding resolutions to the problems encountered are addressed in the narrative

If you have any questions regarding the results contained within please feel free to directly contact me the department supervisor or the analytical chemist who performed the testing in question Unless otherwise requested we will dispose of the sample(s) 30 days from the sample receipt date

We appreciate this opportunity to be of service and look forward to your continued patronage

Sincerely

LJL(i Susan CUhler Lab Director Date

Eastern Analytical Inc 2T lt huncH Drue (oncorii H lt gt 5 5 l ) l TEL

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

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CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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Industrial Hygiene A Environmental Testing

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Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

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TOTAL DUST SURVEY FORM

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TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

Eastern Analytical Inc ID 17527 GEINH

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

Sample condition upon receipt and while in Eastern Analytical Inc custody

The following chart and narrative describes noted sample irregularities for the project Chain of Custody for these samples is attached

Sample ID Red ^d IS Wriht Ptrade0 Condition Temperature Wright

~1 91 5-1 7899 7799 soil 836 Acceptable Satisfactory On Ice

915-2 7899 7799 soil 980 Acceptable Satisfactory On Ice

Abbreviations Ace = Aceceptable AtEPAP gt Adhered to EPA Protocol NA = Not Applicable

Narrative The samples were properly preserved and the pH measured when applicable unless otherwise noted

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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Industrial Hygiene A Environmental Testing

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Inouftrial Higient amp ErmronimntaJ Testing

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TOTAL DUST SURVEY FORM

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TICKET

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PROFILE TRflNS

TRANSACTIONS

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6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

LABORATORY REPORT __AAA Eastern Analytical Inc ID 17527

Client

Sample ID

Analytical Type

Matrix

Date Sampled

Date Received

Antimony Arsenic Barium Beryllium Cadmium Chromium Lead Nickel Selenium Silver Thallium Mercury

GEI Consultants Inc

1915-1

Sample

soil

7799

7899

lt2 2

33 08 24 17 20 16 lt2 07 lt4

lt02

1915-2

Sample

soil

7799

7899

2 lt2 45 07 42 14 7

15 lt2 03 lt4

lt02

Client Designation Salem Acres Salem MA

_ Date of

Units Analysis Method Analyst

mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71399 601 OB RTW mgkg 71999 7471 DS

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

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Industrial Hygiene A Environmental Testing

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BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

CASHINSamp Associates Inc

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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

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Summarized By lt -shyFor Cashins amp Associates Inc

C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS Units Method

Antimony lt005 095 (95 R) mgkg 71399 601 OB Arsenic lt001 097 (96 R) mgkg 71399 601 OB Barium lt005 050 (99 R) mgkg 71399 601 OB

Beryllium lt 0004 051 (101 R) mgkg 71399 601 OB Cadmium lt 0001 10(103R) mgkg 71 399 601 OB

Chromium lt 0002 049 (99 R) mgkg 71399 601 OB

Lead lt001 10(100R) mgkg 71399 601 OB

Mercury lt 00002 00033 (98 R) mgkg 71999 7471

Nickel lt001 10(102R) mgkg 71399 601 OB

Selenium lt005 096 (96 R) mgkg 71399 601 OB

Silver lt005 10(104R) mgkg 71399 601 OB

Thallium lt01 10(102R) mgkg 71399 601 OB

Parameter Name Matrix Spike Matrix Spike

Duplicate

Antimony 30 (75 R) 31 (78 R) (5 RPD) Arsenic 42(1 04 R) 41 (102R)(2RPD) Barium 27 (77 R) 27 (77 R) (0 RPD) Beryllium 19(94R) 19(93R)(1 RPD) Cadmium 38 (95 R) 38 (95 R) (0 RPD) Chromium 23(113R) 22(112R)(ORPD) Lead 42(1 04 R) 41 (103R)(2RPD) Mercury 14(109R) 15(118R)(8RPD) Nickel 42(1 04 R) 41 (104R)(1 RPD) Selenium 39 (97 R) 40(100R)(3RPD) Silver 33 (84 R) 33 (84 R) (0 RPD) Thallium 38 (94 R) 37 (92 R) (2 RPD)

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

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CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Industrial Hygiene A Environmental Testing

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CASHINSamp Associates^

Inouftrial Higient amp ErmronimntaJ Testing

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CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

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Industrial Hvptne Emmmtentil Tttting

PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

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CASHINS amp Associates inc

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o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d

at Av^-g^ I laquo SUMMARIZED BY

FOR CASffiNS amp ASSOCIATES INC

BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

CASHINSamp Associates Inc

i^ifiuJ Ihjftmt fiiiiuiiianint T

WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

cif

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C o g t oraquoi )-afec A l l Mr iraquo-t

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Summarized By lt -shyFor Cashins amp Associates Inc

C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEl Consultants Inc Client Designation Salem Acres Salem MA

QAQC Matrix Units EPA Method

Aluminum Antimony Arsenic Barium Beryllium Boron Cadmium Calcium Chromium Chromium III Chromium IV Cobalt Copper Iron Lead Magnesium Manganese Mercury Molybdenum Nickel Phosphorus Potassium Selenium Silicon Silver Sodium Thallium Tin Titanium Vanadium Znc

Metals QAQC and Narrative Report LCS MS Soil Soil

601 OB7471 601OB7471

95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125 95-105 75-125

MSD Soil

601OB7471

75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125 75-125

Samples were analyzed within holding time limits Instrumentation was calibrated in accordance with the methodrequirements The method blanks were free of contamination at the reporting limits The associated matrix spikes andorLaboratory Control Samples met the above stated criteria There were no other exceptions in the analyses

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

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Industrial Hygiene A Environmental Testing

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BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

CASHINSamp Associates Inc

i^ifiuJ Ihjftmt fiiiiuiiianint T

WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

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C o g t oraquoi )-afec A l l Mr iraquo-t

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Summarized By lt -shyFor Cashins amp Associates Inc

C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

LABORATORY REPORT ATU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID 1915-2

Analytical Type

MatrixDate SampledDate Received

UnitsDate of ExtractionPrep

Date of Analysis

AnalystMethod

Dilution Factor 1

PCB-1016PCB-1221 lt 100

100 PCB-1242

100 PCB-1260

10 10 10 10

detta-BHCChlordane44-DDT

10 10 10 10 10

PCB-1232 lt

PCB-1254 lt

Aldrin lt alpha-BHC lt beta-BHC lt gamma-BHC lt

44-DDE lt 44-DOD lt Dieldrin lt Endosutfan I lt Endosulfan II lt Endosutfan Sutfate lt 10 EndnnEndrin AldehydeHeptachlor lt 10

10 10

100 TMX (surr)DCB (surr)

Heptachlor Epoxide lt Methoxychlor lt Toxaphene lt

Sample

soil 7799 7899

ugkg 71499

71499

NZ 80828081A

lt100

lt100

lt100

lt10 lt100

lt10

lt10 lt10

83 R 109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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Industrial Hygiene A Environmental Testing

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Inouftrial Higient amp ErmronimntaJ Testing

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TOTAL DUST SURVEY FORM

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TICKET

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PROFILE TRflNS

TRANSACTIONS

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6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

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DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

PCB-1016 PC8-1221 PCB-1232 PCB-1242 PCB-1254 PCB-1260 Aldrin alpha-BHC beta-BHC gamma-BHC delta-BHC Chlordane 44-DDT 44-DDE 44-DDD Dieldrin Endosuifan I Endosutfan II Endosuifan Sulfate Endrin Endrin Aldehyde Heptachlor Heptachlor Epoxide Methoxychlor Toxaphene TMX (surr) DCS (surr)

1915-1

Sample

soil

7799 7899

pgkg 71499

71699 NZ

80828081 A 2

lt200 lt200 lt200 lt200 lt200 lt200 lt20 lt20 lt20 lt20 lt20

lt200 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20 lt20

lt200 72 R

100 R

1915-2

Sample soil

7799 7899

ugkg 71499

71499

NZ

80828081A 1

lt100 lt100 lt100 lt100 lt100 lt100 lt10 lt10 lt10 lt10 lt10

lt100 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10 lt10

lt100 83 R

109 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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Industrial Hygiene A Environmental Testing

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Inouftrial Higient amp ErmronimntaJ Testing

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TOTAL DUST SURVEY FORM

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TICKET

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PROFILE TRflNS

TRANSACTIONS

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6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

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DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Pesticides QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 8081 A8082 8081 A8082

Aldnn 30-150 30-150 alpha-BHC 30-150 30-150 beta-BHC 30-150 30-150 gamma-BHC 30-150 30-150 delta-BHC 30-150 30-150 Chlordane 30-150 30-150 44-DDT 30-150 30-150 44-DDE 30-150 30-150 44-DDD 30-150 30-150 Dieldnn 30-150 30-150 Endosulfanl 30-150 30-150 Endosulfanll 30-150 30-150 Endosulfan Sulfate 30-150 30-150 Endrin 30-150 30-150 Endrin Aldehyde 30-150 30-150 Endrin Ketone 30-150 30-150 Heptachlor 30-150 30-150 Heptachlor Epoxide 30-150 30-150 Methoxychlor 30-150 30-150 Toxaphene

Aroclors 1242-1260 30-150 30-150

TMX(Surr) 30-150 30-150 DCB(Surr) 30-150 30-150

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit All samples met the above stated criteria for surrogate recovery The associated Matrix Spike(s) andor Laboratory Control Sample (LCS)(s) met the above stated criteria Exceptions to the above stated criteria are noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

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CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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TOTAL DUST SURVEY FORM

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Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

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Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

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TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

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PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem IMA

Parameter Name

PCB-1016

PCB-1221

PCB-1232

PCB-1242 PCB-1254

PCB-1260

Aldrin

alpha-BHC

beta-BHC

gamma-BHC

detta-BHC Chlordane

44-DDT

44-DDE

44-DDD Dieldrin

Endosutfan I

Endosulfan II Endosutfan Sulfate

Endrin Endrin Aldehyde

Heptachlor

Heptachlor Epoxide

Methoxychlor

Toxaphene

TMX (SUIT) DCS (surr)

QC Reportr

Blank LCS

lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt 100 (R NA) lt100 lt100 (RNA)

lt10 30 (93 R) lt10 30 (95 R) lt10 40(1 08 R) lt10 30 (85 R) lt10 40(1 17 R)

lt100 30 (85 R ) lt10 40 (105 R) lt10 30 (83 R) lt10 30(103R)

lt10 30 (94 R) lt10 30 (89 R) lt10 30 (96 R) lt10 30 (99 R) lt10 40(1 05 R) lt10 30 (92 R) lt10 40(1 30 R) lt10 30 (98 R) lt10 30(1 03 R)

lt100 lt100 (RNA)

80 R 89 R 115R 100R

Date of Analysis

Units Method

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082

Mgkg 8082 Mgkg 8082

pgkg 8081A

pgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

pgkg 8081 A Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081A

Mgkg 8081 A

pgkg 8081A

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

OH9BSIMQ OU9MO HdAVMQ 4- amp -4 i

MHH1SV3 T8Sgt822C09 XVd 01 = 01 d34k 86iOiO

CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates-foic

Industrial Hygiene ML ditimomuitil Totmf

TOTAL DUST SURVEY FORM

JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA

TIME LOCATION AC WHY CONCENTRATION AM PM MGM3

OS-oo OnslV ^otklfl-ro^or OOT

08-00 0 -f^srf^ Pi o o 1000 O n i t f e if tec veii0l 00-7

i iCOO Of-^^ O -07 V 1IPOC CJ^^a-e OO7

l-00 Of f j f euro i 00 7

gtgt itoo O^s^-c r O-O 7

HM0G( 1^06 Offs )-lt OO ~7

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Industrial Htyent amp tmironmcnUl Testing

TOTAL DUST SURVEY FORM

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Industrial Hygiene A Environmental Testing

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Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

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CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt

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FOR CASHINS amp ASSOCIATES INC

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CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

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PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

Dichlorodifluoromethane Chloromethane Vinyl chloride Bromomethane Chloroethane Trichlorofluoromethane Diethyl ether Acetone 11-Dichloroethene Methylene chloride Carbon disulfide Methyl-t-butyl ether(MTBE) trans-1 2-Dichloroethene 11-Dichloroethane 22-Dichloropropane cis-1 2-Dichloroethene 2-Butanone(MEK) Bromochloromethane Tetrahydrofuran(THF) Chloroform 111-Trichloroethane Carbon tetrachloride 11-Dichloropropene Benzene 1 2-Dichloroethane Tnchloroethene 1 2-Dichloropropane Oibromomethane Bromodichloromethane 4-Methyl-2-pentanone(MIBK) cis-1 3-Dichloropropene Toluene trans-1 3-Dichloropropene 112-Trichloroethane 2-Hexanone Tetrachloroethene 13-Dichloropropane Dibromochloromethane 12-Dibromoethane Chlorobenzene

1915-1

Sample

soil

7799 7899

M9kg

71499

JDS

8260B

2

lt800 lt800 lt200 lt80

lt800 lt800 lt80

lt3000 lt80

lt200 lt200 lt300 lt80 lt80 lt80 lt80

ltBQCT lt80

lt800 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80

lt800 lt80 lt80 lt80 lt80 lt80

1915-2

Sample soil

7799 7899 pgkg

71499 JDS

8260B 1

lt700 lt700 lt100 lt70

lt700 lt700 lt70

lt3000 lt70

lt100 lt100 lt300 lt70 lt70 lt70 lt70

lt700 lt70

lt700 lt70 bull lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70

lt700 lt70 lt70 lt70 lt70 lt70

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

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CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

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CASHINS amp Associates 4nc

Industrial Hygiene A Environmental Testing

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CASHINSamp Associates^

Inouftrial Higient amp ErmronimntaJ Testing

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CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

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PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

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08061999 1042

TICKET

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PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc

Sample ID

Analytical Type Matrix

Date Sampled Date Received

Units

Date of Analysis

Analyst

Method

Dilution Factor

111 2-Tetrachloroethane Ethylbenzene mp-Xylene o-Xylene Styrene Bromoform iso-Propylbenzene Bromobenzene 11 22-Tetrachloroethane 1 23-Trichloropropane n-Propylbenzene 2-Chlorotoluene 4-Chlorotoluene 1 35-Trimethylbenzene tert-Butylbenzene 1 24-Trimethylbenzene sec-Butylbenzene 1 3-Dichlorobenzene p-isopropyltoluene 1 4-Dichlorobenzene 12-Oichlorobenzene n-Butylbenzene 1 2-Dibromo-3-chloropropane 1 24-Trichlorobenzene Hexachlorobutadiene Naphthalene 1 23-Trichlorobenzene 4-Bromofluorobenzene (surr) 1 2-Dichlorobenzene-D4 (surr)

1915-1

Sample

soil

7799 7899

ugkg

71499

JDS

8260B

2

lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt30 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80 lt80

92 R 100 R

Client Designation Salem Acres Salem MA

1915-2

Sample

soil

7799 7899

ugfcg 71499

JDS

8260B 1

lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70 lt70

91 R 100 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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Industrial Hygiene A Environmental Testing

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Inouftrial Higient amp ErmronimntaJ Testing

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TOTAL DUST SURVEY FORM

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TICKET

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PROFILE TRflNS

TRANSACTIONS

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6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

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3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Dichlorodifluoromethane lt500 pgkg 71399 8260B

Chloromethane lt500 pgkg 71399 8260B

Vinyl chloride lt100 pgkg 71399 8260B

Bromomethane lt50 pgkg 71399 8260B

Chloroethane lt500 pgkg 71399 8260B

Tnchlorofluoromethane lt500 pgkg 71399 8260B

Diethyl ether lt50 pgkg 71399 8260B

Acetone lt2000 pgkg 71399 8260B

11-Dichloroethene lt50 1000 (104 R) 1 1 00 (11 1 R) (6 RPD) pgkg 71399 8260B

Methylene chloride lt100 pgkg 71399 8260B

Carbon disulfide lt100 pgkg 71399 8260B

Methyl-t-butyl ether(MTBE) lt200 pgkg 71399 8260B

trans-1 2-Dichloroethene lt50 pgkg 71399 8260B

11-Dichloroethane lt50 pgkg 71 399 8260B

22-Dichloropropane lt50 pgkg 71399 8260B

cis-1 2-Dichloroethene lt50 pgkg 71399 8260B

2-Butanone(MEK) lt500 pgkg 71399 8260B

Bromochloromethane lt50 pgkg 71399 8260B

Tetrahydrofuran(THF) lt500 pgkg 71399 8260B

Chloroform lt50 pgkg 71399 8260B

111-Trichloroethane lt50 pgkg 71399 8260B

Carbon tetrachloride lt50 pgkg 71399 8260B

11-Dichloropropene lt50 pgkg 71399 8260B

Benzene lt50 950(95R) 1000(105R)(10RPD) pgkg 71399 8260B

1 2-Dichloroethane lt50 pgkg 71399 8260B

Trichloroethene lt 50 980 (98 R) 1 1 00 (1 05 R) (7 RPD) pgkg 71399 8260B

1 2-Dichloropropane lt50 pgkg 71399 8260B

Dibromomethane lt50 pgkg 71399 8260B

Bromodichloromethane lt50 pgkg 71399 8260B

4-Methyl-2-pentanone(MIBK) lt500 pgkg 71399 8260B

cis-1 3-Dichloropropene lt50 pgkg 71399 8260B

Toluene lt 50 960 (96 R) 1 100 (108 R) (12 RPD) pgkg 71399 8260B

trans-1 3-Dichloropropene lt50 pgkg 71399 8260B

1 1 2-Trichloroethane lt50 pgkg 71399 8260B

2-Hexanone lt500 pgkg 71399 8260B

Tetrachloroethene lt50 pgkg 71399 8260B

1 3-Dichloropropane lt50 pgkg 71399 8260B

Dibromochloromethane lt50 pgkg 71399 82608

1 2-Dibromoethane lt50 pgkg 71399 8260B

Chlorobenzene lt50 1000 (100 R) 1100(113R)(12RPD) pgkg 71399 8260B

111 2-Tetrachloroethane lt50 pgkg 71399 8260B

Ethylbenzene lt50 pgkg 71399 8260B

mp-Xylene lt50 pgkg 71399 8260B

o-Xylene lt50 pgkg 71399 8260B

Styrene lt50 pgkg 71399 8260B

Bromoform lt50 pgkg 71399 8260B

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

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MHH1SV3 T8Sgt822C09 XVd 01 = 01 d34k 86iOiO

CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates-foic

Industrial Hygiene ML ditimomuitil Totmf

TOTAL DUST SURVEY FORM

JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA

TIME LOCATION AC WHY CONCENTRATION AM PM MGM3

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OSHINS amp Associates Jnc

PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS

LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)

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TOTAL DUST SURVEY FORM

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Industrial Hygiene A Environmental Testing

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Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

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Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

DateofAnaiysi

Parameter Name Blank LCS LCSDup Units Method

iso-Propylbenzene lt50 pgkg 71399 S260B Bromobenzene lt50 pgkg 713^9 8260B 1 1 22-Tetrachloroethane lt50 pgkg 71399 8260B 1 23-Tnchloropropane lt50 Mgkg 71399 8260B n-Propylbenzene lt50 Mgkg 71399 8260B 2-Chlorotoluene lt50 pgkg 71399 8260B 4-Chlorotoluene lt50 pgkg 71399 8260B

1 35-Trimethylbenzene lt50 pgkg 71399 8260B

tert-Butyibenzene lt50 pgkg 71399 8260B

1 24-Trimethylbenzene lt50 M9kg 71399 8260B

sec-Butylbenzene lt50 pgkg 71399 8260B

1 3-Dichlorobenzene lt50 Mgkg 71399 8260B p-isopropyltoluene lt50 ngkg 71399 8260B 1 4-Dichlorobenzene lt50 pgkg 71399 8260B 1 2-Dichlorobenzene lt50 Mgkg 71399 8260B n-Butylbenzene lt50 pgkg 71399 8260B

1 2-Dibromo-3-chloropropane lt50 Mgkg 71399 8260B

1 24-Trichlorobenzene lt50 pg^g 71399 8260B

Hexachlorobutadiene lt50 pg^g 71399 8260B

Naphthalene lt50 pgkg 71399 8260B

1 23-Trichlorobenzene lt50 pgkg 71399 8260B

4-Bromofluorobenzene (SUIT) 91 R 90 R 90 R pgkg 71399 8260B

1 2-Dichlorobenzene-D4 (surr) 97 R 103R 100R pgkg 71399 8260B

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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Industrial Hygiene A Environmental Testing

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Inouftrial Higient amp ErmronimntaJ Testing

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TOTAL DUST SURVEY FORM

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TICKET

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PROFILE TRflNS

TRANSACTIONS

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6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

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3000

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8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Volatile Organic Compounds QC limits and Narrative Summary

Matrix Solid Aqueous Units EPA Method 8260B 8260B

Surrogate Recovery 4-Bromofluorobenzene 74-121 86-115 1 2-Dichlorobenzene-D4 80-120 80-120

Matrix Spike Recovery 11-Dichloroethene 59-172 61-145 Trichloroethene 62-137 71-120 Benzene 66-142 76-127 Toluene 59-139 76-125 Chlorobenzene 60-133 75-130

Samples were extracted and analyzed within holding time limits

Instrumentation was calibrated in accordance with the method requirements

The method blanks were free of contamination at the reporting limits

Sample surrogate recoveries met the above stated criteria

The associated matrix spikes andor Laboratory Control Samples met acceptance criteria

There were no exceptions in the analyses unless noted below

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

OH9BSIMQ OU9MO HdAVMQ 4- amp -4 i

MHH1SV3 T8Sgt822C09 XVd 01 = 01 d34k 86iOiO

CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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CASHINS amp Associates-foic

Industrial Hygiene ML ditimomuitil Totmf

TOTAL DUST SURVEY FORM

JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA

TIME LOCATION AC WHY CONCENTRATION AM PM MGM3

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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS

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Industrial Hvjptne Environmenta rating

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Industrial Hygiene A Environmental Testing

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TOTAL DUST SURVEY FORM

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Industrial Hvjiene A EmimnmenUi Testing

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

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PROFILE TRflNS

TRANSACTIONS

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FOTflL TONS

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6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst

Method

Dilution Factor

Phenol 2-Chlorophenol 24-Dichlorophenol 245-Trichlorophenol 246-Trichlorophenol Pentachlorophenol 2-Nitrophenol 4-Nitrophenol 24-Oinitrophenol 2-Methylphenol 4-Methytphenol 24-Dimethylphenol 4-Chloro-3-methylphenol 46-Dinitro-2-metriytphenol Benzoic Acid 2-Fluorophenol (surr) Phenol-DS (surr) 246-Tnbromophenol (sun)

1915-1

Sample soil

7799 7899

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

56 R 86 R 72 R

1915-2

Sample soil

7799 7899

Mskg 71399

71599 TS

8270 1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt800 lt200 lt200 lt200 lt200 lt800 lt800

40 R 51 R 62 R

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

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CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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TOTAL DUST SURVEY FORM

JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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CASHINSamp Associates^

Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

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CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

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PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

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TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

LABORATORY REPORT AJU Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix Date Sam pled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

N-Nitrosodimethylamme n-Nrtroso-di-n-propylamine n-Nrtrosodiphenylamine bis(2-Chloroethyl)ether bis(2-chloroisopropyl)ether tns(2-Chloroettioxy)methane 13-Dichlorobenzene 1 4-Dichlorobenzene 1 2-Dichlorobenzene 1 24-Tnchlorobenzene 2-Chloronaphthalene 4-Chlorophenyl-phenylether 4-Bromophenyl-phenylether Hexachloroethane Hexachlorobutadiene Hexachlorocyclopentadiene Hexachlorobenzene 4-Chloroanilme 2-Nrtroaniline 3-Nitroanilme 4-Nrtroaniline Benzyl alcohol Nitrobenzene Isophorone 24-Dmrtrotoluene 26-Dinrtrotoluene Benzidine 33-Dichlorobenzidine Pyndme Azobenzene Dimethyiphthalate Diethytphthalate Di-n-butylphthalate Butylbenzylphthalate bis(2-Ethylhexyl)phthalate Dhn-octylphthalate Dibenzofuran

1915-1

Sample

sod

7799 7899

Mgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

1915-2

Sample

soy 7799 7899

pgkg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt400 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

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Industrial Hygiene A Environmental Testing

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CASHINSamp Associates Inc

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WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

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80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

Sample ID

Analytical Type

Matrix

Date Sampled Date Received

Units Date of ExtractionPrep

Date of Analysis

Analyst Method

Dilution Factor

Naphthalene 2-Methylnaphthalene Acenaphthylene Acenaphthene Fluorene Phenanthrene Anthracene Ruoranthene Pyrene Benzo(a]anth racene Chrysene Benzo[b]fluoranthene Benzo[k)fluoranthene Benzo[a]pyrene lndeno[1 23-cd]pyrene Dibenz(ah]anth racene Benzo[ghi]perylene Nitrobenzene-05 (surr) 2-Fluorobiphenyl (surr) p-Terphenyl-014 (surr)

1915-1

Sample

soil

7799 7899

Mgfcg 71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

62 R 64 R 71 R

1915-2

Sample

soil

7799 7899

ugkg

71399

71599

TS 8270

1

lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200 lt200

42 R 42 R 75 R

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

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CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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TOTAL DUST SURVEY FORM

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TIME LOCATION AC WHY CONCENTRATION AM PM MGM3

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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS

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Industrial Hvjptne Environmenta rating

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

Associates Inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy

CASHINS amp Associates -lnc

Industrial Htyent amp tmironmcnUl Testing

TOTAL DUST SURVEY FORM

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CASHINS amp Associates 4nc

Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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CASHINS amp Associates Inc

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CASHINSamp Associates^

Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCSOup Units Method

Phenol lt200 1500 (92 R) 1400 (82 R) (11 RPD) pgkg 72299 8270 2-Chlorophenol lt200 1500 (88 R) 1300(80R)(10RPD) pgkg 72299 8270 24-Dichtorophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 245-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 246-Tnchlorophenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pentachlorophenol lt 200 1400 (85 R) 1400 (83 R) (2 RPD) pgkg 72299 8270 2-Nltrophenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nitrophenol lt200 1500 (92 R) 1500 (90 R) (3 RPD) pgkg 72299 8270 24-Dinitrophenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 2-Methylphenol lt200 lt200(R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Methylphenol lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 24-Dimethylphenol lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloro-3-methytphenol lt200 1600 (94 R) 1400 (86 R) (8 RPD) pgkg 72299 8270 46-Dinitro-2-methy1phenol lt 800 lt 800 (R NA) lt 800 (R NA) (RPD NA) pgkg 72299 8270 Benzoic Aad lt 800 lt 800 ( R) lt 800 ( R) (RPD NA) pgkg 72299 8270 2-Fluorophenol (surr) 75 R 78 R 67 R pgkg 72299 8270 PhenoMDS (surr) 87 R 88 R 77 R pgkg 72299 8270 246-Tnbromophenol (surr) 99 R 93 R 87 R pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

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Industrial Hygiene ML ditimomuitil Totmf

TOTAL DUST SURVEY FORM

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TIME LOCATION AC WHY CONCENTRATION AM PM MGM3

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Industrial Hvjptne Environmenta rating

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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FOR CASHINS amp ASSOCIATES INC

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Associates Inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Industrial Htyent amp tmironmcnUl Testing

TOTAL DUST SURVEY FORM

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Industrial Hygiene A Environmental Testing

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Inouftrial Higient amp ErmronimntaJ Testing

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

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PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GE1 Consultants Inc Client Designation Salem Acres Salem MA

QC Report Date of Analysis

Parameter Name Blank LCS LCS Oup Units Method

N-Nrtrosodimethylamine lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 n-Nrtroso-di-n-propylamine lt 200 800 (91 R) 700 (85 R) (8 RPD) pgkg 72299 8270 n-Nrtrosodiphenylamme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-Chloroethyl)ether lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 bis(2-chloroisopropy1)ether lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bis(2-Chloroethoxy)methane lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 13-Oichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 14-Dichlorobenzene lt 200 700 (87 R) 600 (78 R) (11 RPD) pgkg 72299 8270 12-Dichlorobenzene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 124-Tnchlorobenzene lt200 800(101R) 800 (91 R) (11 RPD) pgkg 72299 8270 2-Chloronaphthalene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chlorophenyl-phenylether lt 200 lt 200 (R NA) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Bromophenyl-phenyletfier lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachloroethane lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Hexachlorobutadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorocyclopentadiene lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Hexachlorobenzene lt 200 lt 200 ( R) lt 200 (R NA) (RPD NA) pgkg 72299 8270 4-Chloroanilme lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 2-Nrtroaniline lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 3-Nitroanilme lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 4-Nrtroanihne lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Benzyl alcohol lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 Nitrobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Isophorone lt 200 lt 200 ( R) lt 200 (R) (RPD NA) pgkg 72299 8270 24-Dinrtrotoluene lt 200 800 (91 R) 700 (86 R) (6 RPD) pgkg 72299 8270 26-Dmitrotoluene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Benzidine lt 400 lt 400 ( R) lt 400 ( R) (RPD NA) pgkg 72299 8270 33-Dichlorobenzidine lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Pyndme lt 200 lt 200 (R NA) lt 200 (R NA) (RPD NA) pgkg 72299 8270 Azobenzene lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dimethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Diethylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-butylphthalate lt200 1000(123 R) 1000(124 R) (2 RPD) pgkg 72299 8270 Butyibenzylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 bs(2-Ethylhexyl)phtnalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Di-n-octylphthalate lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270 Dibenzofuran lt 200 lt 200 ( R) lt 200 ( R) (RPD NA) pgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

laquo)5 -S 3 a 13 h

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CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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TOTAL DUST SURVEY FORM

JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA

TIME LOCATION AC WHY CONCENTRATION AM PM MGM3

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Associates Inc

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TOTAL DUST SURVEY FORM

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Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

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FOR CASHINS amp ASSOCIATES INC

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CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

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PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

QC RepOlt Date of Analysis

Parameter Name Blank LCS LCS Dup Units Method

Naphthalene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 2-Methylnaphthalene lt200 lt 200( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthylene lt200 lt200(R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Acenaphthene lt200 700 (90 R) 700 (83 R) (8 RPD) Mgkg 72299 8270 Fluorene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Phenanthrene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Anthracene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Ruoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Pyrene lt200 800 (93 R) 800 (97 R) (3 RPD) Mgkg 72299 8270 Benzo[a]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Chrysene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[b]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo[k]fluoranthene lt200 lt 200 ( R) lt 200 ( R) (RPD NA) Mgkg 72299 8270 Benzo(a]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 lndeno[123-cd]pyrene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Dibenz(ah]anthracene lt200 lt 200 (R NA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Benzo[ghi]peryiene lt200 lt200 (RNA) lt 200 (R NA) (RPD NA) Mgkg 72299 8270 Nitrobenzene-DS (SUIT) 93 R 90 R 79 R pgkg 72299 8270 2-Fluorobipheny) (surr) 91 R 90 R 80 R pgkg 72299 8270 p-Terphenyl-D14 (surr) 81 R 80 R 81 R Mgkg 72299 8270

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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Industrial Hygiene ML ditimomuitil Totmf

TOTAL DUST SURVEY FORM

JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA

TIME LOCATION AC WHY CONCENTRATION AM PM MGM3

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TOTAL DUST SURVEY FORM

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Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

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CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt

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FOR CASHINS amp ASSOCIATES INC

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CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

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PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

LABORATORY REPORT

Eastern Analytical Inc ID 17527

Client GEI Consultants Inc Client Designation Salem Acres Salem MA

Acid and BaseNeutral Extractable Compounds QAQC and Narrative Report

Matrix Aqueous Solid Units EPA Method 6258270 RPD 8270 RPD

Acid Extractables Spikes Phenol 12-110 42 26-90 35 2-Chlorophenol 27-123 40 25-102 50 4-Chloro-3-methylphenol 23-97 42 26-103 33 4-Nitrophenol 10-80 50 11-114 50 Pentachlorophenol 9-103 31 17-109 36 Acid Extractables Surrogates 2-Fluorophenol 21-110 25-121 Phenol-d5 10-94 24-113 246-Tribromophenol 10-123 19-122 BaseNeutral Extractables Spikes N-Nitroso-di-n-propylamine 41-116 38 41-126 23 1 4-Dichlorobenzene 36-97 28 28-104 27 1 24-Trichlorobenzene 39-98 28 38-107 23 24-Dinitrotoluene 24-96 38 28-89 47 Acenaphthene 46-118 31 31-137 19 Pyrene 26-127 31 34-142 36 BaseNeutral Extractables Surrogates Ntorobenzene-d5 35-114 23-120 2-Fluorobiphenyl 43-116 30-115 p-Terphenyl-d14 33-141 8-137

Samples were extracted and analyzed within holding time limits Instrumentation was tuned and calibrated in accordance with the method requirements The associated method blank(s) were free of contamination at the reporting limit The associated matrix spike(s) andor (LCS) Laboratory Control Sample(s) met the above stated criteria Exceptions noted below References Surrogate Quality Control limits as stated in SW8463rd Edition Update II Method 8270B 994 Spike Quality Control limits as stated in CLP SOW for Organics Analysis OLMO 10 - OLMO 18 891

The associated LCS exceeds percent recovery limits (high) for Phenol (92) and 24-Dinitrotoluene (91) Expect no impact to the associated client data

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Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

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TOTAL DUST SURVEY FORM

JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA

TIME LOCATION AC WHY CONCENTRATION AM PM MGM3

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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST

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LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT LOCATION Soleraquoi Aire S

DAYDATE 36 JXl qq Alo -tc

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SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

Associates Inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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FOR CASHINS amp ASSOCIATES INC

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CASHINS amp Associates -lnc

Industrial Htyent amp tmironmcnUl Testing

TOTAL DUST SURVEY FORM

JOB NUMBER iq^9- CLIENT T Flaquorc SURVEYDATE 7 5ltraquo alaquoi PROJECT Sa(laquo-i -Acr^ INDUSTRIAL HYGIENIST Q lt v i c A rt METER MODEL ME Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

O ~)OO Onstite - loi^x^ arra f3laquoct^ylt^laquo^ 00 0-10amp Offlaquo fpound - laquolaquo^ o-c

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Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

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TOTAL DUST SURVEY FORM

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

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PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

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CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

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TOTAL DUST SURVEY FORM

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PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST

CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS

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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull

CASHINS amp Associates 4nc

Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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SUMMARIZED BY r

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CASHINS amp Associates Inc

tedMriaJ Htgicnr pound Cnummmitil Testing

WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT

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CASHINSamp Associates^

Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

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TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

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FOR CASHINS amp ASSOCIATES INC

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CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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TOTAL DUST SURVEY FORM

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PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

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TRANSACTIONS

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6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

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8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

CASHINS amp Associates Inc

Industrial Hygiene amp environmental Testing

August 25 1999

Jack Enos T Ford Company 118 Tenney Street Georgetown MA 01833

Dear Jack

Enclosed you will-find a complete set of paperwork for the Salem Acres Superfund Site WA-1 Salem MA project This includes the air monitoring that was conducted from July 26 1999 thru August 5 1999

On a daily basis Total Dust and VOC (by PID) monitoring was conducted during the excavation stockpiling and truck loading of flyash removed from the wetland area There were no measurements taken that exceeded the project site criteria Samples were also taken on July 27th and July 28th in the cab of the PC220LC excavator operated by Jim Hazen and has been submitted to the laboratory for arsenic analysis in accord with the requirements of the Health amp Safety Plan

The results will be forwarded to you as soon as possible

I enjoyed working with T Ford Company on this project and look forward to working with you again In the meanwhile please feel free to contact me if you have any questions or concerns

Sincerely Cashins amp Associates Inc

David Paine Industrial Hygienist

C REPORTSTFOR 1938

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

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SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

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Associates Inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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TOTAL DUST SURVEY FORM

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Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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TOTAL DUST SURVEY FORM

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SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt

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TOTAL DUST SURVEY FORM

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Industrial Hvptne Emmmtentil Tttting

PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION DAYDATE

ltvn

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SUMMARIZED BY A

FOR CASHINS amp ASSOCIATES INC

00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull

CASHINSamp Associates he

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T

OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp

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at Av^-g^ I laquo SUMMARIZED BY

FOR CASffiNS amp ASSOCIATES INC

BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

CASHINSamp Associates Inc

i^ifiuJ Ihjftmt fiiiiuiiianint T

WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

cif

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C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

CASHINS amp Associates

Industrial Hygiene amp Ennhmimta Toting

CLIENT T fore LOCATION Sale DAYDATE 36 c

GENERAL MAPPING DATA SHEET

THE PURPOSE OF THIS DATA SHEET IS TO PROVIDE ADDITIONAL INFORMATION ON TWA AND REAL TIME MONITORING IN THE FORM OF SKETCHES THESE SKETCHES MAY HELP SUPPORT LOGBOOK ENTRIES SAMPLE PUMP LOCATIONS EXCAVATION LOCATIONS OR HELP TO DOCUMENT LOCATIONS OF SPECIAL CONCERN

INDUSTRIAL HYGffiNIST ACTIVITYCOMMENT

C-fORMSMAPMNG DATA

PG OF

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CASHINS amp Associates-foic

Industrial Hygiene ML ditimomuitil Totmf

TOTAL DUST SURVEY FORM

JOB NUMBER 1 CLIENT SURVEY DATE i PROJECT Acre INDUSTRIAL HYGffiNIST METER MODEL MEE Inc Miniram Aerosol Monitor Model PDM-3 f bdquobull n TsA

TIME LOCATION AC WHY CONCENTRATION AM PM MGM3

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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS

LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)

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Industrial Hvjptne Environmenta rating

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT LOCATION Soleraquoi Aire S

DAYDATE 36 JXl qq Alo -tc

O 7OQ

01 s

of Jo b-e pro cf of uses

accc c

ProblemsPossible Reasons for Overexposure

SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

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Associates Inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

rTTFNT T P

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FOR CASHINS amp ASSOCIATES INC

30 XUin Sirce Rejdins M- 01867 bull Phone amp17-944-WW) bull F I X - I bullbull----bullbullshy

CASHINS amp Associates -lnc

Industrial Htyent amp tmironmcnUl Testing

TOTAL DUST SURVEY FORM

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TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

O ~)OO Onstite - loi^x^ arra f3laquoct^ylt^laquo^ 00 0-10amp Offlaquo fpound - laquolaquo^ o-c

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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST

CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS

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CLIENT T LOCATION ScJpo Acres -S gte DAYDATE T^rjcebdquo CTUl

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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull

CASHINS amp Associates 4nc

Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T ForJ _ LOCATION S~ Air ft

DAYDATE Friok so

O6gO fHree -Vrges j^c

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SUMMARIZED BY r

FOR CASHINS amp ASSOCIATES INC

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CASHINS amp Associates Inc

tedMriaJ Htgicnr pound Cnummmitil Testing

WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT

Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o

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CA Fonnraquo V ConpliaicampOoc

80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082

CASHINSamp Associates^

Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST

CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt

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CASHINS amp Associates 4nc

Toting

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION AcrtS S ^ e r -

DAYDATE

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SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt

tri-t

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SUMMARIZED BY t tgt

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o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull

CASHINS amp Associates

Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

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0 7 l pound ~ olts+e 1 1 c O

1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0

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OSHINS amp Associates

Industrial Hvptne Emmmtentil Tttting

PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS

LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)

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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION DAYDATE

ltvn

bg

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of

O7OO

orea

PC

o r c raquo laquobull cTt

A-1

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c r i Ver f t All a i IfS

i gt r amp a Q cr O r c

0gtT

ltbullpoundbull

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^e re

SUMMARIZED BY A

FOR CASHINS amp ASSOCIATES INC

00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull

CASHINSamp Associates he

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T

OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp

cf solt^k-ilpound raquogt-7ltgf

o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d

at Av^-g^ I laquo SUMMARIZED BY

FOR CASffiNS amp ASSOCIATES INC

BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

CASHINSamp Associates Inc

i^ifiuJ Ihjftmt fiiiiuiiianint T

WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

cif

e v f p c lt CX so i

C o g t oraquoi )-afec A l l Mr iraquo-t

f of gg c ^ Oc

c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii

Summarized By lt -shyFor Cashins amp Associates Inc

C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

CASHINS amp Associates-foic

Industrial Hygiene ML ditimomuitil Totmf

TOTAL DUST SURVEY FORM

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Associates Inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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TOTAL DUST SURVEY FORM

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PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST

CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS

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Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT

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Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

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PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

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08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

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PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

OSHINS amp Associates Jnc

PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT Slt=raquo gtWeS - 1 CLIENT T F^r SURVEY DATE INDUSTRIAL HYGIENIST

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR JO METER READING too^ypm CALIBRATION DATE 7 lac I 99 TIME OTQC INTTIALS amp) CALIBRATION TIME QAamplt=gt ENITIALS

LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)

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Industrial Hvjptne Environmenta rating

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT LOCATION Soleraquoi Aire S

DAYDATE 36 JXl qq Alo -tc

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accc c

ProblemsPossible Reasons for Overexposure

SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Mam Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

Associates Inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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CASHINS amp Associates -lnc

Industrial Htyent amp tmironmcnUl Testing

TOTAL DUST SURVEY FORM

JOB NUMBER iq^9- CLIENT T Flaquorc SURVEYDATE 7 5ltraquo alaquoi PROJECT Sa(laquo-i -Acr^ INDUSTRIAL HYGIENIST Q lt v i c A rt METER MODEL ME Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST

CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS

iCALIBRATION CHECK7Adeg ^^ ppm TIME or 00 INITIALS cJLjamp

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CASHINS amp Associates 4nc

Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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CASHINS amp Associates Inc

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Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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TOTAL DUST SURVEY FORM

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PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

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08061999 1042

TICKET

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TRANSACTIONS

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FOTflL TONS

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6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

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98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

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Industrial Hvjptne Environmenta rating

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Industrial Htyent amp tmironmcnUl Testing

TOTAL DUST SURVEY FORM

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CASHINS amp Associates 4nc

Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

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FOR CASHINS amp ASSOCIATES INC

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

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TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

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PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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FOR CASffiNS amp ASSOCIATES INC

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C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

Associates Inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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CASHINS amp Associates -lnc

Industrial Htyent amp tmironmcnUl Testing

TOTAL DUST SURVEY FORM

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TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

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PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST

CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS

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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull

CASHINS amp Associates 4nc

Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T ForJ _ LOCATION S~ Air ft

DAYDATE Friok so

O6gO fHree -Vrges j^c

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FOR CASHINS amp ASSOCIATES INC

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates Inc

tedMriaJ Htgicnr pound Cnummmitil Testing

WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT

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CA Fonnraquo V ConpliaicampOoc

80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082

CASHINSamp Associates^

Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST

CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt

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SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt

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FOR CASHINS amp ASSOCIATES INC

o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull

CASHINS amp Associates

Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

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0 7 l pound ~ olts+e 1 1 c O

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Industrial Hvptne Emmmtentil Tttting

PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS

LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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FOR CASHINS amp ASSOCIATES INC

00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T

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FOR CASffiNS amp ASSOCIATES INC

BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

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i^ifiuJ Ihjftmt fiiiiuiiianint T

WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

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C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

CASHINS amp Associates -lnc

Industrial Htyent amp tmironmcnUl Testing

TOTAL DUST SURVEY FORM

JOB NUMBER iq^9- CLIENT T Flaquorc SURVEYDATE 7 5ltraquo alaquoi PROJECT Sa(laquo-i -Acr^ INDUSTRIAL HYGIENIST Q lt v i c A rt METER MODEL ME Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

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nduitna Hvpent I Emmnmeaal Testuig

PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST

CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS

iCALIBRATION CHECK7Adeg ^^ ppm TIME or 00 INITIALS cJLjamp

LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION ScJpo Acres -S gte DAYDATE T^rjcebdquo CTUl

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SUMMARIZED BY

FOR CASfflNS laquofe ASSOCIATES INC

30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull

CASHINS amp Associates 4nc

Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T ForJ _ LOCATION S~ Air ft

DAYDATE Friok so

O6gO fHree -Vrges j^c

-further

4-g cfc p ilt ltf

All Kigas uretvteyt t e r i -e r ie

Or

ProblemsPossible Reasons for Overexposure

SUMMARIZED BY r

FOR CASHINS amp ASSOCIATES INC

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates Inc

tedMriaJ Htgicnr pound Cnummmitil Testing

WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT

Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o

orCCt kx^ S g-KCCr

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Summarized By lt3~y-pound For Cashins amp Associates Inc

CA Fonnraquo V ConpliaicampOoc

80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082

CASHINSamp Associates^

Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

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CASHINS amp Associates

Induttral Hvjwrw t fmironmenul Toting

PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST

CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt

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CASHINS amp Associates 4nc

Toting

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION AcrtS S ^ e r -

DAYDATE

O6ST IS

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SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt

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FOR CASHINS amp ASSOCIATES INC

o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull

CASHINS amp Associates

Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

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OSHINS amp Associates

Industrial Hvptne Emmmtentil Tttting

PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS

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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION DAYDATE

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FOR CASHINS amp ASSOCIATES INC

00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T

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FOR CASffiNS amp ASSOCIATES INC

BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

CASHINSamp Associates Inc

i^ifiuJ Ihjftmt fiiiiuiiianint T

WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

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C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

OVSHINS amp Associates tac

nduitna Hvpent I Emmnmeaal Testuig

PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT CLIENT SURVEY DATE INDUSTRIAL HYGffiNIST

CALIBRATION DATA METER TES80B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR O METER READING CALIBRATION DATE raquogt 99 TIME ofroO INITIALS

iCALIBRATION CHECK7Adeg ^^ ppm TIME or 00 INITIALS cJLjamp

LOCATION ACTIVITY CONCENTRATION COMMENTS (PPM)

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HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

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30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull

CASHINS amp Associates 4nc

Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T ForJ _ LOCATION S~ Air ft

DAYDATE Friok so

O6gO fHree -Vrges j^c

-further

4-g cfc p ilt ltf

All Kigas uretvteyt t e r i -e r ie

Or

ProblemsPossible Reasons for Overexposure

SUMMARIZED BY r

FOR CASHINS amp ASSOCIATES INC

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates Inc

tedMriaJ Htgicnr pound Cnummmitil Testing

WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT

Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o

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CA Fonnraquo V ConpliaicampOoc

80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082

CASHINSamp Associates^

Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

00 o o

O 0

O M

1310 OO 1 t i oo

Co

Offs-tf cr 0 G

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00 ( -SOO 1 r i ct S

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PG OF

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CASHINS amp Associates

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PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST

CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt

i - V O CALIBRATION CHECK IP oo ppm TIME EsTTlALS

LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)

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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates 4nc

Toting

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION AcrtS S ^ e r -

DAYDATE

O6ST IS

4wo

coisotiolta^laquo i t o-f Joe Alt o i ltraquo i u^e rltraquo coer(j

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prcfff

X X

X ProblemsPossible Reasons for Overexposure

X X

X X

SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt

tri-t

o( gee nfagtraquoraquoigtiQ^C A~H raquo^gtf ltltS u rr mtnte spoundt v i h ^ i ^ p r o e c-T

c r M e r t c lt t nca idiiVQraquo^ o^ fh v^fttlaxo VA^ a ^ fou^al^-fltJ O n 0

ft-ee1^ ail^-t wamprf Cpytr fQJ Al l iVl apparent Adopt Prefer _

SUMMARIZED BY t tgt

FOR CASHINS amp ASSOCIATES INC

o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull

CASHINS amp Associates

Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

O~70O O n i ^ e amp Cfcfc c^ro j A amp 00

0 7 l pound ~ olts+e 1 1 c O

1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0

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w o - f s lt ^ e ft0eccxgt Pc3o~c 00 )

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oqso Oraquo i i f c rxc^^o40 00

01^ ou5 lt I I OO 1

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PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

OSHINS amp Associates

Industrial Hvptne Emmmtentil Tttting

PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS

LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)

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o a I O 00 1 10 lt

ltO 00 ) bull33-0

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lt0 00 t 10 O

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CTORMSPJDOATA

PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION DAYDATE

ltvn

bg

i tlt ii bull

of

O7OO

orea

PC

o r c raquo laquobull cTt

A-1

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SUMMARIZED BY A

FOR CASHINS amp ASSOCIATES INC

00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull

CASHINSamp Associates he

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T

OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp

cf solt^k-ilpound raquogt-7ltgf

o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d

at Av^-g^ I laquo SUMMARIZED BY

FOR CASffiNS amp ASSOCIATES INC

BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

CASHINSamp Associates Inc

i^ifiuJ Ihjftmt fiiiiuiiianint T

WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

cif

e v f p c lt CX so i

C o g t oraquoi )-afec A l l Mr iraquo-t

f of gg c ^ Oc

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Summarized By lt -shyFor Cashins amp Associates Inc

C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

CASHING amp Associates fac

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION ScJpo Acres -S gte DAYDATE T^rjcebdquo CTUl

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FOR CASfflNS laquofe ASSOCIATES INC

30 Main Strix-i bull Reading MA 01867 bull Phone h 1 r-944-40W1 bull Falaquolaquol---bull-bullbull

CASHINS amp Associates 4nc

Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T ForJ _ LOCATION S~ Air ft

DAYDATE Friok so

O6gO fHree -Vrges j^c

-further

4-g cfc p ilt ltf

All Kigas uretvteyt t e r i -e r ie

Or

ProblemsPossible Reasons for Overexposure

SUMMARIZED BY r

FOR CASHINS amp ASSOCIATES INC

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates Inc

tedMriaJ Htgicnr pound Cnummmitil Testing

WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT

Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o

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CA Fonnraquo V ConpliaicampOoc

80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082

CASHINSamp Associates^

Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

00 o o

O 0

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1310 OO 1 t i oo

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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Induttral Hvjwrw t fmironmenul Toting

PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST

CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt

i - V O CALIBRATION CHECK IP oo ppm TIME EsTTlALS

LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)

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CASHINS amp Associates 4nc

Toting

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION AcrtS S ^ e r -

DAYDATE

O6ST IS

4wo

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X ProblemsPossible Reasons for Overexposure

X X

X X

SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt

tri-t

o( gee nfagtraquoraquoigtiQ^C A~H raquo^gtf ltltS u rr mtnte spoundt v i h ^ i ^ p r o e c-T

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ft-ee1^ ail^-t wamprf Cpytr fQJ Al l iVl apparent Adopt Prefer _

SUMMARIZED BY t tgt

FOR CASHINS amp ASSOCIATES INC

o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull

CASHINS amp Associates

Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

O~70O O n i ^ e amp Cfcfc c^ro j A amp 00

0 7 l pound ~ olts+e 1 1 c O

1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0

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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

OSHINS amp Associates

Industrial Hvptne Emmmtentil Tttting

PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS

LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)

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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION DAYDATE

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of

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SUMMARIZED BY A

FOR CASHINS amp ASSOCIATES INC

00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull

CASHINSamp Associates he

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T

OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp

cf solt^k-ilpound raquogt-7ltgf

o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d

at Av^-g^ I laquo SUMMARIZED BY

FOR CASffiNS amp ASSOCIATES INC

BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

CASHINSamp Associates Inc

i^ifiuJ Ihjftmt fiiiiuiiianint T

WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

cif

e v f p c lt CX so i

C o g t oraquoi )-afec A l l Mr iraquo-t

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Summarized By lt -shyFor Cashins amp Associates Inc

C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

CASHINS amp Associates 4nc

Industrial Hygiene A Environmental Testing

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T ForJ _ LOCATION S~ Air ft

DAYDATE Friok so

O6gO fHree -Vrges j^c

-further

4-g cfc p ilt ltf

All Kigas uretvteyt t e r i -e r ie

Or

ProblemsPossible Reasons for Overexposure

SUMMARIZED BY r

FOR CASHINS amp ASSOCIATES INC

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates Inc

tedMriaJ Htgicnr pound Cnummmitil Testing

WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT

Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o

orCCt kx^ S g-KCCr

ogt

o one

fo

io AU nOQ eQoO Prefer

Summarized By lt3~y-pound For Cashins amp Associates Inc

CA Fonnraquo V ConpliaicampOoc

80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082

CASHINSamp Associates^

Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

00 o o

O 0

O M

1310 OO 1 t i oo

Co

Offs-tf cr 0 G

C705 o o o

00 ( -SOO 1 r i ct S

V

CFORMS(TOTALDUST

PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Induttral Hvjwrw t fmironmenul Toting

PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST

CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt

i - V O CALIBRATION CHECK IP oo ppm TIME EsTTlALS

LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)

lt OQO o-ff s a O o

ltOOol

lt-O lt O (

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CO oO

oo

ltOOO I

OO

10

1O3O

CP CO i SO Bbull

CTORMSPDDATA

PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates 4nc

Toting

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION AcrtS S ^ e r -

DAYDATE

O6ST IS

4wo

coisotiolta^laquo i t o-f Joe Alt o i ltraquo i u^e rltraquo coer(j

y

prcfff

X X

X ProblemsPossible Reasons for Overexposure

X X

X X

SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt

tri-t

o( gee nfagtraquoraquoigtiQ^C A~H raquo^gtf ltltS u rr mtnte spoundt v i h ^ i ^ p r o e c-T

c r M e r t c lt t nca idiiVQraquo^ o^ fh v^fttlaxo VA^ a ^ fou^al^-fltJ O n 0

ft-ee1^ ail^-t wamprf Cpytr fQJ Al l iVl apparent Adopt Prefer _

SUMMARIZED BY t tgt

FOR CASHINS amp ASSOCIATES INC

o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull

CASHINS amp Associates

Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

O~70O O n i ^ e amp Cfcfc c^ro j A amp 00

0 7 l pound ~ olts+e 1 1 c O

1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0

IO30 0 f s hr t ^c a v laquo -gt ^ cJcra- t f amp c Oo IZ^o o 7 s - t-e 75t-ltlaquo^^ T X - C ^ J 00

w o - f s lt ^ e ft0eccxgt Pc3o~c 00 )

OloQ o--i-e Soccltrogt-^ oc 1 ltp-iiS O ^i 4- f 0-0

oqso Oraquo i i f c rxc^^o40 00

01^ ou5 lt I I OO 1

I3WS olaquos i^ Loo^^rt TMcfc lt 0-6 1

1100 O f 9 i 4 M 00

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PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

OSHINS amp Associates

Industrial Hvptne Emmmtentil Tttting

PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS

LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)

J ltoo ltraquoy pound Q 0 O O 7 S

o a I O 00 1 10 lt

ltO 00 ) bull33-0

OO lty~toei -t- e cr

O xi S I ^ bullf CO OO 1 o~t

lt0 00 t 10 O

lt0 00

ltooo C0 00 1 1 30 O

CTORMSPJDOATA

PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION DAYDATE

ltvn

bg

i tlt ii bull

of

O7OO

orea

PC

o r c raquo laquobull cTt

A-1

Four )eraquoecS wg rg

r-Ove cr a n

W- Q 5 of pound C O 1 gtlaquo gtbullbull bull

c r i Ver f t All a i IfS

i gt r amp a Q cr O r c

0gtT

ltbullpoundbull

iltx t fo

^e re

SUMMARIZED BY A

FOR CASHINS amp ASSOCIATES INC

00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull

CASHINSamp Associates he

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T

OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp

cf solt^k-ilpound raquogt-7ltgf

o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d

at Av^-g^ I laquo SUMMARIZED BY

FOR CASffiNS amp ASSOCIATES INC

BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

CASHINSamp Associates Inc

i^ifiuJ Ihjftmt fiiiiuiiianint T

WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

cif

e v f p c lt CX so i

C o g t oraquoi )-afec A l l Mr iraquo-t

f of gg c ^ Oc

c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii

Summarized By lt -shyFor Cashins amp Associates Inc

C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

CASHINS amp Associates Inc

tedMriaJ Htgicnr pound Cnummmitil Testing

WEEKLY HEALTH AND SAFETY PLAiN COMPLIANCE SUMMARY REPORT

Client ~r Toret Co _ Location Sofe^ Dates Included in Summary Wag 73- -gt3o

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CA Fonnraquo V ConpliaicampOoc

80 Main Street bull Reading MA 01867 bull Phone617-944-4060 bull Fax617-944-4082

CASHINSamp Associates^

Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

00 o o

O 0

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1310 OO 1 t i oo

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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Induttral Hvjwrw t fmironmenul Toting

PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST

CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt

i - V O CALIBRATION CHECK IP oo ppm TIME EsTTlALS

LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)

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CASHINS amp Associates 4nc

Toting

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION AcrtS S ^ e r -

DAYDATE

O6ST IS

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X ProblemsPossible Reasons for Overexposure

X X

X X

SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt

tri-t

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ft-ee1^ ail^-t wamprf Cpytr fQJ Al l iVl apparent Adopt Prefer _

SUMMARIZED BY t tgt

FOR CASHINS amp ASSOCIATES INC

o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull

CASHINS amp Associates

Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

O~70O O n i ^ e amp Cfcfc c^ro j A amp 00

0 7 l pound ~ olts+e 1 1 c O

1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0

IO30 0 f s hr t ^c a v laquo -gt ^ cJcra- t f amp c Oo IZ^o o 7 s - t-e 75t-ltlaquo^^ T X - C ^ J 00

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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

OSHINS amp Associates

Industrial Hvptne Emmmtentil Tttting

PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS

LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)

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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION DAYDATE

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FOR CASHINS amp ASSOCIATES INC

00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull

CASHINSamp Associates he

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T

OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp

cf solt^k-ilpound raquogt-7ltgf

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at Av^-g^ I laquo SUMMARIZED BY

FOR CASffiNS amp ASSOCIATES INC

BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

CASHINSamp Associates Inc

i^ifiuJ Ihjftmt fiiiiuiiianint T

WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

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C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

CASHINSamp Associates^

Inouftrial Higient amp ErmronimntaJ Testing

TOTAL DUST SURVEY FORM

JOB NUMBER J_ CLIENT T SURVEY DATE 9shy p PROJECT gtVcres INDUSTRIAL HYGIENIST METER MODEL MTE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

00 o o

O 0

O M

1310 OO 1 t i oo

Co

Offs-tf cr 0 G

C705 o o o

00 ( -SOO 1 r i ct S

V

CFORMS(TOTALDUST

PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates

Induttral Hvjwrw t fmironmenul Toting

PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST

CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt

i - V O CALIBRATION CHECK IP oo ppm TIME EsTTlALS

LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)

lt OQO o-ff s a O o

ltOOol

lt-O lt O (

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CO oO

oo

ltOOO I

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10

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CP CO i SO Bbull

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80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates 4nc

Toting

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION AcrtS S ^ e r -

DAYDATE

O6ST IS

4wo

coisotiolta^laquo i t o-f Joe Alt o i ltraquo i u^e rltraquo coer(j

y

prcfff

X X

X ProblemsPossible Reasons for Overexposure

X X

X X

SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt

tri-t

o( gee nfagtraquoraquoigtiQ^C A~H raquo^gtf ltltS u rr mtnte spoundt v i h ^ i ^ p r o e c-T

c r M e r t c lt t nca idiiVQraquo^ o^ fh v^fttlaxo VA^ a ^ fou^al^-fltJ O n 0

ft-ee1^ ail^-t wamprf Cpytr fQJ Al l iVl apparent Adopt Prefer _

SUMMARIZED BY t tgt

FOR CASHINS amp ASSOCIATES INC

o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull

CASHINS amp Associates

Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

O~70O O n i ^ e amp Cfcfc c^ro j A amp 00

0 7 l pound ~ olts+e 1 1 c O

1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0

IO30 0 f s hr t ^c a v laquo -gt ^ cJcra- t f amp c Oo IZ^o o 7 s - t-e 75t-ltlaquo^^ T X - C ^ J 00

w o - f s lt ^ e ft0eccxgt Pc3o~c 00 )

OloQ o--i-e Soccltrogt-^ oc 1 ltp-iiS O ^i 4- f 0-0

oqso Oraquo i i f c rxc^^o40 00

01^ ou5 lt I I OO 1

I3WS olaquos i^ Loo^^rt TMcfc lt 0-6 1

1100 O f 9 i 4 M 00

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^^

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PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

OSHINS amp Associates

Industrial Hvptne Emmmtentil Tttting

PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS

LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)

J ltoo ltraquoy pound Q 0 O O 7 S

o a I O 00 1 10 lt

ltO 00 ) bull33-0

OO lty~toei -t- e cr

O xi S I ^ bullf CO OO 1 o~t

lt0 00 t 10 O

lt0 00

ltooo C0 00 1 1 30 O

CTORMSPJDOATA

PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION DAYDATE

ltvn

bg

i tlt ii bull

of

O7OO

orea

PC

o r c raquo laquobull cTt

A-1

Four )eraquoecS wg rg

r-Ove cr a n

W- Q 5 of pound C O 1 gtlaquo gtbullbull bull

c r i Ver f t All a i IfS

i gt r amp a Q cr O r c

0gtT

ltbullpoundbull

iltx t fo

^e re

SUMMARIZED BY A

FOR CASHINS amp ASSOCIATES INC

00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull

CASHINSamp Associates he

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T

OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp

cf solt^k-ilpound raquogt-7ltgf

o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d

at Av^-g^ I laquo SUMMARIZED BY

FOR CASffiNS amp ASSOCIATES INC

BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

CASHINSamp Associates Inc

i^ifiuJ Ihjftmt fiiiiuiiianint T

WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

cif

e v f p c lt CX so i

C o g t oraquoi )-afec A l l Mr iraquo-t

f of gg c ^ Oc

c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii

Summarized By lt -shyFor Cashins amp Associates Inc

C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

CASHINS amp Associates

Induttral Hvjwrw t fmironmenul Toting

PHOTOIONIZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT^ CLIENT T SURVEY DATE fry INDUSTRIAL HYGIENIST

CALffiRATlON DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR j^o METER READING IQo ppm CALIBRATION DATE 3 99 TIME ooo INITIALS ltampgt

i - V O CALIBRATION CHECK IP oo ppm TIME EsTTlALS

LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)

lt OQO o-ff s a O o

ltOOol

lt-O lt O (

OO )

CO oO

oo

ltOOO I

OO

10

1O3O

CP CO i SO Bbull

CTORMSPDDATA

PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates 4nc

Toting

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION AcrtS S ^ e r -

DAYDATE

O6ST IS

4wo

coisotiolta^laquo i t o-f Joe Alt o i ltraquo i u^e rltraquo coer(j

y

prcfff

X X

X ProblemsPossible Reasons for Overexposure

X X

X X

SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt

tri-t

o( gee nfagtraquoraquoigtiQ^C A~H raquo^gtf ltltS u rr mtnte spoundt v i h ^ i ^ p r o e c-T

c r M e r t c lt t nca idiiVQraquo^ o^ fh v^fttlaxo VA^ a ^ fou^al^-fltJ O n 0

ft-ee1^ ail^-t wamprf Cpytr fQJ Al l iVl apparent Adopt Prefer _

SUMMARIZED BY t tgt

FOR CASHINS amp ASSOCIATES INC

o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull

CASHINS amp Associates

Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

O~70O O n i ^ e amp Cfcfc c^ro j A amp 00

0 7 l pound ~ olts+e 1 1 c O

1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0

IO30 0 f s hr t ^c a v laquo -gt ^ cJcra- t f amp c Oo IZ^o o 7 s - t-e 75t-ltlaquo^^ T X - C ^ J 00

w o - f s lt ^ e ft0eccxgt Pc3o~c 00 )

OloQ o--i-e Soccltrogt-^ oc 1 ltp-iiS O ^i 4- f 0-0

oqso Oraquo i i f c rxc^^o40 00

01^ ou5 lt I I OO 1

I3WS olaquos i^ Loo^^rt TMcfc lt 0-6 1

1100 O f 9 i 4 M 00

^x-

^^

^ ^^

^^ ^^

^^ ^^

^^ ^^

^^

^^

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^ C TORMSTOTALDUST

PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

OSHINS amp Associates

Industrial Hvptne Emmmtentil Tttting

PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS

LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)

J ltoo ltraquoy pound Q 0 O O 7 S

o a I O 00 1 10 lt

ltO 00 ) bull33-0

OO lty~toei -t- e cr

O xi S I ^ bullf CO OO 1 o~t

lt0 00 t 10 O

lt0 00

ltooo C0 00 1 1 30 O

CTORMSPJDOATA

PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION DAYDATE

ltvn

bg

i tlt ii bull

of

O7OO

orea

PC

o r c raquo laquobull cTt

A-1

Four )eraquoecS wg rg

r-Ove cr a n

W- Q 5 of pound C O 1 gtlaquo gtbullbull bull

c r i Ver f t All a i IfS

i gt r amp a Q cr O r c

0gtT

ltbullpoundbull

iltx t fo

^e re

SUMMARIZED BY A

FOR CASHINS amp ASSOCIATES INC

00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull

CASHINSamp Associates he

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T

OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp

cf solt^k-ilpound raquogt-7ltgf

o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d

at Av^-g^ I laquo SUMMARIZED BY

FOR CASffiNS amp ASSOCIATES INC

BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

CASHINSamp Associates Inc

i^ifiuJ Ihjftmt fiiiiuiiianint T

WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

cif

e v f p c lt CX so i

C o g t oraquoi )-afec A l l Mr iraquo-t

f of gg c ^ Oc

c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii

Summarized By lt -shyFor Cashins amp Associates Inc

C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

CASHINS amp Associates 4nc

Toting

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION AcrtS S ^ e r -

DAYDATE

O6ST IS

4wo

coisotiolta^laquo i t o-f Joe Alt o i ltraquo i u^e rltraquo coer(j

y

prcfff

X X

X ProblemsPossible Reasons for Overexposure

X X

X X

SUMMARIZED BY

FOR CASHINS amp ASSOCIATES INC

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt

tri-t

o( gee nfagtraquoraquoigtiQ^C A~H raquo^gtf ltltS u rr mtnte spoundt v i h ^ i ^ p r o e c-T

c r M e r t c lt t nca idiiVQraquo^ o^ fh v^fttlaxo VA^ a ^ fou^al^-fltJ O n 0

ft-ee1^ ail^-t wamprf Cpytr fQJ Al l iVl apparent Adopt Prefer _

SUMMARIZED BY t tgt

FOR CASHINS amp ASSOCIATES INC

o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull

CASHINS amp Associates

Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

O~70O O n i ^ e amp Cfcfc c^ro j A amp 00

0 7 l pound ~ olts+e 1 1 c O

1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0

IO30 0 f s hr t ^c a v laquo -gt ^ cJcra- t f amp c Oo IZ^o o 7 s - t-e 75t-ltlaquo^^ T X - C ^ J 00

w o - f s lt ^ e ft0eccxgt Pc3o~c 00 )

OloQ o--i-e Soccltrogt-^ oc 1 ltp-iiS O ^i 4- f 0-0

oqso Oraquo i i f c rxc^^o40 00

01^ ou5 lt I I OO 1

I3WS olaquos i^ Loo^^rt TMcfc lt 0-6 1

1100 O f 9 i 4 M 00

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^^ ^^

^^

^^

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^ C TORMSTOTALDUST

PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

OSHINS amp Associates

Industrial Hvptne Emmmtentil Tttting

PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS

LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)

J ltoo ltraquoy pound Q 0 O O 7 S

o a I O 00 1 10 lt

ltO 00 ) bull33-0

OO lty~toei -t- e cr

O xi S I ^ bullf CO OO 1 o~t

lt0 00 t 10 O

lt0 00

ltooo C0 00 1 1 30 O

CTORMSPJDOATA

PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION DAYDATE

ltvn

bg

i tlt ii bull

of

O7OO

orea

PC

o r c raquo laquobull cTt

A-1

Four )eraquoecS wg rg

r-Ove cr a n

W- Q 5 of pound C O 1 gtlaquo gtbullbull bull

c r i Ver f t All a i IfS

i gt r amp a Q cr O r c

0gtT

ltbullpoundbull

iltx t fo

^e re

SUMMARIZED BY A

FOR CASHINS amp ASSOCIATES INC

00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull

CASHINSamp Associates he

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T

OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp

cf solt^k-ilpound raquogt-7ltgf

o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d

at Av^-g^ I laquo SUMMARIZED BY

FOR CASffiNS amp ASSOCIATES INC

BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

CASHINSamp Associates Inc

i^ifiuJ Ihjftmt fiiiiuiiianint T

WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

cif

e v f p c lt CX so i

C o g t oraquoi )-afec A l l Mr iraquo-t

f of gg c ^ Oc

c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii

Summarized By lt -shyFor Cashins amp Associates Inc

C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T FarJ Co LOCATION Sle~ A c r f s S^ptri^S rx wj - DAYDATE 7 ts d A i i deggt

tri-t

o( gee nfagtraquoraquoigtiQ^C A~H raquo^gtf ltltS u rr mtnte spoundt v i h ^ i ^ p r o e c-T

c r M e r t c lt t nca idiiVQraquo^ o^ fh v^fttlaxo VA^ a ^ fou^al^-fltJ O n 0

ft-ee1^ ail^-t wamprf Cpytr fQJ Al l iVl apparent Adopt Prefer _

SUMMARIZED BY t tgt

FOR CASHINS amp ASSOCIATES INC

o(l Main SlrL-e bull Rejcliiv^ MA 01867 bull Phone (gt 17-lt)44-U)bO bull Fibull I bull----bullbull

CASHINS amp Associates

Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

O~70O O n i ^ e amp Cfcfc c^ro j A amp 00

0 7 l pound ~ olts+e 1 1 c O

1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0

IO30 0 f s hr t ^c a v laquo -gt ^ cJcra- t f amp c Oo IZ^o o 7 s - t-e 75t-ltlaquo^^ T X - C ^ J 00

w o - f s lt ^ e ft0eccxgt Pc3o~c 00 )

OloQ o--i-e Soccltrogt-^ oc 1 ltp-iiS O ^i 4- f 0-0

oqso Oraquo i i f c rxc^^o40 00

01^ ou5 lt I I OO 1

I3WS olaquos i^ Loo^^rt TMcfc lt 0-6 1

1100 O f 9 i 4 M 00

^x-

^^

^ ^^

^^ ^^

^^ ^^

^^ ^^

^^

^^

^^ ^^

^ C TORMSTOTALDUST

PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

OSHINS amp Associates

Industrial Hvptne Emmmtentil Tttting

PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS

LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)

J ltoo ltraquoy pound Q 0 O O 7 S

o a I O 00 1 10 lt

ltO 00 ) bull33-0

OO lty~toei -t- e cr

O xi S I ^ bullf CO OO 1 o~t

lt0 00 t 10 O

lt0 00

ltooo C0 00 1 1 30 O

CTORMSPJDOATA

PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION DAYDATE

ltvn

bg

i tlt ii bull

of

O7OO

orea

PC

o r c raquo laquobull cTt

A-1

Four )eraquoecS wg rg

r-Ove cr a n

W- Q 5 of pound C O 1 gtlaquo gtbullbull bull

c r i Ver f t All a i IfS

i gt r amp a Q cr O r c

0gtT

ltbullpoundbull

iltx t fo

^e re

SUMMARIZED BY A

FOR CASHINS amp ASSOCIATES INC

00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull

CASHINSamp Associates he

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T

OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp

cf solt^k-ilpound raquogt-7ltgf

o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d

at Av^-g^ I laquo SUMMARIZED BY

FOR CASffiNS amp ASSOCIATES INC

BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

CASHINSamp Associates Inc

i^ifiuJ Ihjftmt fiiiiuiiianint T

WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

cif

e v f p c lt CX so i

C o g t oraquoi )-afec A l l Mr iraquo-t

f of gg c ^ Oc

c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii

Summarized By lt -shyFor Cashins amp Associates Inc

C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

CASHINS amp Associates

Industrial Hvjiene A EmimnmenUi Testing

TOTAL DUST SURVEY FORM

JOB NUMBER m CLIENT T Fo rj Co SURVEYDATE s- H lt PROJECT ScJe^ -gtWlaquor INDUSTRIAL HYGIENIST ltWve ftraquolraquo METER MODEL MIE Inc Miniram Aerosol Monitor Model PDM-3

TIME LOCATION ACTIVITY CONCENTRATION AM PM MGM3

O~70O O n i ^ e amp Cfcfc c^ro j A amp 00

0 7 l pound ~ olts+e 1 1 c O

1 000 On 5 Hd f^-n J-crs-ev g^r e S O 0

IO30 0 f s hr t ^c a v laquo -gt ^ cJcra- t f amp c Oo IZ^o o 7 s - t-e 75t-ltlaquo^^ T X - C ^ J 00

w o - f s lt ^ e ft0eccxgt Pc3o~c 00 )

OloQ o--i-e Soccltrogt-^ oc 1 ltp-iiS O ^i 4- f 0-0

oqso Oraquo i i f c rxc^^o40 00

01^ ou5 lt I I OO 1

I3WS olaquos i^ Loo^^rt TMcfc lt 0-6 1

1100 O f 9 i 4 M 00

^x-

^^

^ ^^

^^ ^^

^^ ^^

^^ ^^

^^

^^

^^ ^^

^ C TORMSTOTALDUST

PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

OSHINS amp Associates

Industrial Hvptne Emmmtentil Tttting

PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS

LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)

J ltoo ltraquoy pound Q 0 O O 7 S

o a I O 00 1 10 lt

ltO 00 ) bull33-0

OO lty~toei -t- e cr

O xi S I ^ bullf CO OO 1 o~t

lt0 00 t 10 O

lt0 00

ltooo C0 00 1 1 30 O

CTORMSPJDOATA

PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION DAYDATE

ltvn

bg

i tlt ii bull

of

O7OO

orea

PC

o r c raquo laquobull cTt

A-1

Four )eraquoecS wg rg

r-Ove cr a n

W- Q 5 of pound C O 1 gtlaquo gtbullbull bull

c r i Ver f t All a i IfS

i gt r amp a Q cr O r c

0gtT

ltbullpoundbull

iltx t fo

^e re

SUMMARIZED BY A

FOR CASHINS amp ASSOCIATES INC

00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull

CASHINSamp Associates he

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T

OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp

cf solt^k-ilpound raquogt-7ltgf

o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d

at Av^-g^ I laquo SUMMARIZED BY

FOR CASffiNS amp ASSOCIATES INC

BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

CASHINSamp Associates Inc

i^ifiuJ Ihjftmt fiiiiuiiianint T

WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

cif

e v f p c lt CX so i

C o g t oraquoi )-afec A l l Mr iraquo-t

f of gg c ^ Oc

c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii

Summarized By lt -shyFor Cashins amp Associates Inc

C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

OSHINS amp Associates

Industrial Hvptne Emmmtentil Tttting

PHOTOIONTZATION DETECTOR ORGANIC VAPOR SURVEY FORM

PROJECT ^ Acres pound CLIENT T SURVEY DATE INDUSTRIAL HYGIENIST QlaquoxiJ amp

CALIBRATION DATA METER TE580B LAMP 102 EV CALIBRATION GAS 100 ppm AS BENZENE RESPONSE FACTOR f f t METER READING 1amp ppm CALIBRATION DATE fr H 99 TIME QPOC INITIALS CALIBRATION CHECK to 9 ppm TIME G olt^ INTTIALS

LOCATION ACnVTTY CONCENTRATION COMMENTS (PPM)

J ltoo ltraquoy pound Q 0 O O 7 S

o a I O 00 1 10 lt

ltO 00 ) bull33-0

OO lty~toei -t- e cr

O xi S I ^ bullf CO OO 1 o~t

lt0 00 t 10 O

lt0 00

ltooo C0 00 1 1 30 O

CTORMSPJDOATA

PG OF

80 Main Street bull Reading MA 01867 bull Phone781-944-4060 bull Fax781-944-4082

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION DAYDATE

ltvn

bg

i tlt ii bull

of

O7OO

orea

PC

o r c raquo laquobull cTt

A-1

Four )eraquoecS wg rg

r-Ove cr a n

W- Q 5 of pound C O 1 gtlaquo gtbullbull bull

c r i Ver f t All a i IfS

i gt r amp a Q cr O r c

0gtT

ltbullpoundbull

iltx t fo

^e re

SUMMARIZED BY A

FOR CASHINS amp ASSOCIATES INC

00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull

CASHINSamp Associates he

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T

OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp

cf solt^k-ilpound raquogt-7ltgf

o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d

at Av^-g^ I laquo SUMMARIZED BY

FOR CASffiNS amp ASSOCIATES INC

BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

CASHINSamp Associates Inc

i^ifiuJ Ihjftmt fiiiiuiiianint T

WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

cif

e v f p c lt CX so i

C o g t oraquoi )-afec A l l Mr iraquo-t

f of gg c ^ Oc

c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii

Summarized By lt -shyFor Cashins amp Associates Inc

C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

CASHINS amp Associates inc

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T LOCATION DAYDATE

ltvn

bg

i tlt ii bull

of

O7OO

orea

PC

o r c raquo laquobull cTt

A-1

Four )eraquoecS wg rg

r-Ove cr a n

W- Q 5 of pound C O 1 gtlaquo gtbullbull bull

c r i Ver f t All a i IfS

i gt r amp a Q cr O r c

0gtT

ltbullpoundbull

iltx t fo

^e re

SUMMARIZED BY A

FOR CASHINS amp ASSOCIATES INC

00 Mjin Street bull Reading NLA 01867 bull Phone (j 1 r-lt-)44-40(j() bull Fi bull I bull-bull----(bullbull

CASHINSamp Associates he

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T

OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp

cf solt^k-ilpound raquogt-7ltgf

o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d

at Av^-g^ I laquo SUMMARIZED BY

FOR CASffiNS amp ASSOCIATES INC

BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

CASHINSamp Associates Inc

i^ifiuJ Ihjftmt fiiiiuiiianint T

WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

cif

e v f p c lt CX so i

C o g t oraquoi )-afec A l l Mr iraquo-t

f of gg c ^ Oc

c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii

Summarized By lt -shyFor Cashins amp Associates Inc

C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

CASHINSamp Associates he

HEALTH amp SAFETY COMPLIANCE SUMMARY REPORT

CLIENT T Famprol Co_ bdquo LOCATION So bullgt Aetlaquolt s^^rj^^d s t DAYDATE T

OfQO Ti^a Vr^cfcA v^e^e olaquoltglaquogg A x^ i camp

cf solt^k-ilpound raquogt-7ltgf

o eclt~ ltq rdeglt^gte f f r j A l^ ji egt g J^re^T A O d

at Av^-g^ I laquo SUMMARIZED BY

FOR CASffiNS amp ASSOCIATES INC

BO Main Scree bull Readins MA 01367 bull Phone (gt 1 r-944-W)laquo) bull

CASHINSamp Associates Inc

i^ifiuJ Ihjftmt fiiiiuiiianint T

WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

cif

e v f p c lt CX so i

C o g t oraquoi )-afec A l l Mr iraquo-t

f of gg c ^ Oc

c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii

Summarized By lt -shyFor Cashins amp Associates Inc

C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

CASHINSamp Associates Inc

i^ifiuJ Ihjftmt fiiiiuiiianint T

WEEKLY HEALTH AND SAFETY PLAN COMPLIANCE SUMMARY REPORT

Client T Rgtrc^ Co _ Location S^jg^ Aere Svnri-fvntJ graquog Dates Included in Summary 33- frS

cif

e v f p c lt CX so i

C o g t oraquoi )-afec A l l Mr iraquo-t

f of gg c ^ Oc

c r i ter ia A|) ^ e n) c r e C cgt-ce bull ii

Summarized By lt -shyFor Cashins amp Associates Inc

C Forms v CamplwcampOoc

80 Main Street bull Reading MA 01 867 Phone617-944-4060 bull Fax617-944-4082

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

08061999 1042

TICKET

323473 SfiLEM 775163 775346 775521 775326 773527 775552 775553 775664 775708 775709 775716 776283 776289 776295 776307 776444 776449 776469 776476 776658 77666S 776806 776811

vflgst lpswre9 777325 777326 777485 777491 77767S

PROFILE TRflNS

TRANSACTIONS

-FOTflL CUYDSJ

FOTflL TONS

-TOTflL WOUNTi

6033302130 WAb I C Mi-ilNMk3tMCIN I

WASTE MftNRGEMENT OF NEW HAMPSHIRE INC DOTE Oaafc1333 PROFILE REPORT PPGE 1

07281999 TO 00061999 PROFILES 523473

DETftlL Y

DflTE CUYD TONS BMOUNT ROTE

ftCRES SUPERFUIMD SITE COflL FLY flSH 07281999 7 000 1433 7 OS 157475 Q7S81999 000 22 72 220400 07291999 000 3166 287315 07291999 000 2303 208997 07291999 000 2435 2pound09 76 07291999 lt=) 000 pound5 33 229870 07291999 000 2169 1 196837 07291999 3000 2575 233631 07291999 0 00 4186 379880 07291999 000 3096 280962 07291 9S3 000 pound858 2593 64 080219S9 0 00 29 13 2643 55 00021999 000 30 48 2766 06 08021999 000 3079 279419 08021999 ggt 000 3059 - e 2776 04 08021999 000 3134 I pound844 11 06021999 000 3451 313178 0BB21999 000 3160 286770 08021999 000 3333 302470 08031993 0 00 30 18 2738 84 08031999 000 36 04 f 06B3J999_ 2 iaeB31999 ~~0 00 3697 335503 08041999 0 00 3388 307461 08041999 A 32 62 i - a _^pound960 27 000 0804J999 T 000 3377 I 6kCT7306463 08041951 000 33-80 324885 08051999 000 3932 356829 08051999 0 00 3520 shy08051999 T 000 33 75 324431 08051999 000 pound969 269437 lflBft6i99$ 000 2651 265100

3000 981 B97S732 9142

32

3000

98188

8976732

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734

5 NEW ENGLAND WETLAND PLANTS INC

800 Main Street Amherst MA01002

Phone (413) 256-1752 Fax (413) 256-1092

email newpcopycrockercom

NEW ENGLAND EROSION CONTROLRESTORATION MIX (FOR DETENTION BASINS AND MOIST SITES)

SPECIES PERCENT

Tioga Deertongue (Panicum clandestinum) 25

Rough Blue grass (Poa trivialis) 15

Creeping Red Fescue (Festuca ntbra) 15

Switchgrass Panicum virgatum) 10

Creeping Bentgrass (Agrostis stolonifera) 75

Fowl Bluegrass (Poa palustris) 5

Partridge Pea (Chamaecristafasciculata) 5

Eastern Gama-grass (Tnpsacum dactyloides) 4

Fox Sedge (Carex vulpinoidea) 3

Virginia Wild-rye (Elymus virginicus) 3

Canada Wild -rye (Elymus canadensis) 25

Plains Coreopsis (Coreopsis tinctoria) 2

Wrinled-leaved Goldenrod (Solidogo graminifolia)) 05

Canada Goldenrod (Solidago canadensis) 05

Blue Vervain (Verbena hastata) 05

Joe-Pye Weed (Eupatoriadelphis maculatus) 05

Boneset (Eupatorium perfoliatum) 05

Flat-top Aster (Aster umbellatus) 05

TOTAL 100

APPLICATION RATE 35 LBSACRE COSTS1600lb

The New England Erosion ControlRestoration Mix contains a selection of native grasses and wildflowers designed to colonize generally moist recently disturbed sites where quick growth of vegetation is desired to stabilize the soil surface This seed mix uses plant genotypes from the Northeastern states It is an excellent seed mix for ecologically appropriate restorations on moist sites which require quick stabilization as well as long-term establishment of native vegetation This mix is particularly appropriate for detention basis which do not normally hold standing water The plants in this mix can tolerate infrequent inundation bat not constant flooding The mix may be applied by hydro-seeding by mechanical spreader or on small sites it may be spread by hand When applying on bare soil rake the soil to create grooves apply seed then lightly rake over In New England the best results are obtained with a Spring seeding Summer and Fall seeding can be successful with a tight mulching of weed free straw to conserve moisture Late Fall and Winter dormant seeding require a slight increase in the seeding rate Fertilization is not required unless the soils are particularly infertile F SHAREONEWPVSEEDVMKESVMOISTM1X99 Jm9raquo

  1. barcode 14734
  2. barcodetext SEMS Doc ID 14734