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89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
January 6 2021
US Environmental Protection Agency Office of Ecosystem Protection EPAOEP RGP Applications Coordinator 5 Post Office Square Suite 100 (OEP06-4) Boston Massachusetts 02109-3912
Reference Notice of Intent (NOI) - Remediation General Permit (RGP) 1600 Osgood Street North Andover Massachusetts
Dear SirMadam
On behalf of JDC Demolition Company Inc (JDC Demo) Lockwood Remediation Technologies LLC (LRT) has prepared this Notice of Intent (NOI) requesting a determination of coverage under the United States Environmental Protection Agencyrsquos (EPArsquos) Remediation General Permit (RGP) pursuant EPArsquos National Pollutant Discharge Elimination System (NPDES) program This NOI was prepared in accordance with the general requirements of the NPDES RGP and related guidance documentation provided by EPA The completed NOI Form is provided in Appendix A
Site Information
This NOI has been prepared for the management groundwater that will be generated during dewatering activities associated with site demolition of exiting below grade foundations located at 1600 Osgood Street North Andover Massachusetts (the Site) This work will commence in the Spring 2021 and is anticipated to be completed within twelve months A Locus Plan is provided as Figure 1 and various Site Plans satisfying the requirements of RGP Appendix IV Part IB and ID are provided as Figures 2A 2B and 2C
Work Summary
The work includes the demolition of multiple buildings at the Site Two buildings Buildings 40 and 50 include deep below grade foundation elements To remove these foundations dewatering will be required to lower the groundwater table as work is being performed Deep wells will be strategically placed around the excavation areas and electric submersible pumps will be placed in wells to depress the water table The water generated during dewatering (Source water) will be pumped to a treatment system prior to discharge to the existing onsite storm drainage system The drainage system discharges to the Merrimack River Because of the phased work approach two separate drainage structures will be utilized for the discharge The first structure near Building 50 discharges directly to the Merrimack River at Outfall 001 and the second structure near Building 40 discharges to Outfall 002 to an unnamed waterbody which is a
Notice of Intent ndash Remediation General Permit Page 2 1600 Osgood Street North Andover MA January 6 2021
tributary of the Merrimack Please note that the dewatering and water treatment for Building 40 and Building 50 will be done at separate times Drawings of the storm water drainage system which depicts the path of water from the catch basins to the two outfalls are provided on Figure 2B and Figure 2C To characterize groundwater from the dewatering areas LRT collected representative groundwater samples from an on-site monitoring well on December 15 2020 The well is located approximately midway between the two dewatering areas and is depicted on Figure 2A A sample of the receiving water (The Merrimack River) was also collected on December 15 2020 The samples were analyzed for various parameters in accordance with the NPDES RGP Activity Category III-G
Discharge and Receiving Surface Water Information
A summary of the analytical results is provided under Section 4 of the NOI Form within Appendix A and copies of the laboratory data reports are provided in Appendix B Concentrations of total suspended solids (TSS) and Metals (Chromium Iron Lead) were detected in groundwater at concentrations above the respective NPDES RGP Effluent Limitations To meet these standards Source water will undergo treatment that includes bag filtration and carbon filtration prior to discharge It is assumed that these metals will be treated through settling and bag filtration however if metals still exceed the applicable effluent limitations ion exchange media vessels will be added to the treatment train Water treatment system details are provided below
Water Treatment System
A water treatment system schematic is provided as Figure 3 Cutsheets of the system components product information and Safety Data Sheets (SDS) are included in Appendix C
Source water will be pumped to a treatment system with a design flow of up to 400 gallons per minute (gpm) the average effluent flow of the system is estimated to be 300 gpm and the maximum flow will not exceed the design flow Source water will enter one 18000-gallon weir tank at the head of the system From the weir tank the water will be pumped to a multi-bag filter skid (with two multi-bag filter housings) and then pass through two carbon vessels plumbed in series Each carbon vessel will contain reactivated liquid-phase carbon Treated water will flow through a flowtotalizer meter prior to discharge into a storm drain that either directly or indirectly discharges to the Merrimack River
If required two ion exchange vessels (one with cation resin and one with anion resin) will be added to the treatment system and installed after the carbon vessels
Consultation with Federal Services
LRT reviewed online electronic data viewers and databases from the Massachusetts Geographical Information System (MassGIS) the Massachusetts Division of Fisheries and Wildlife (MassWildlife Natural Heritage and Endangered Species Program) and the US National Parks Service Natural Historic Places (NPS) Based on this review the Site and the point where the proposed discharge reaches the receiving surface water body are not located within an Area of Critical Environmental Concern (ACEC)
Notice of Intent ndash Remediation General Permit Page 3 1600 Osgood Street North Andover MA January 6 2021
In addition the Site and the proposed discharge point are not located within Habitats of Rare Wetland Wildlife Habitats of Rare Species Estimated Habitats of Rare Wildlife or listed as a National Historic Place Documentation is included in Appendix D
Coverage under NPDES RGP
It is LRTrsquos opinion that the proposed discharge is eligible for coverage under the NPDES RGP On behalf of JDC Demolition Company Inc we are requesting coverage under the NPDES RGP for the discharge of treated wastewater to the Merrimack River in support of construction dewatering activities that are to take place at 1600 Osgood Street
The enclosed NOI form and supporting documents provide the required information about the Site discharge treatment system receiving water and consultation with state and federal agencies For this project JDC Demo is considered the Operator and has operational control over the construction plans and specifications including the ability to make modifications to those plans and specifications
Please feel free to contact us at 774-450-7177 if you have any questions or if you require additional information
Sincerely Lockwood Remediation Technologies LLC
Jacob Jennings John Henry Jacob Jennings Staff Scientist
John Henry PE Senior Project Manager
Encl Figure 1 - Locus Plan Figure 2A ndash General Site Plan Figure 2B ndash Site Plan Building 40 Figure 2C ndash Site Plan Building 50 Figure 3 - Water Treatment System Schematic Appendix A - NOI Form Appendix B - Laboratory Data Appendix C - Water Treatment System Cutsheets Appendix D - Supporting Information
cc Cathy Vakalopoulos ndash Mass DEP Chad Vincent ndash JDC Demolition
Figures
Site
Additional Tank Storage
Notes 1 Figure is not to scale
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 1 ndash Locus Plan 1600 Osgood Street North Andover MA
Notes
1 Figure is not to scale
Building 40
Building 50
Source
Key Outfalls Sample Location Buildings
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2A ndash General Site Plan 1600 Osgood Street North Andover Massachusetts
Notes
Key Outfall 002 Drain Line Discharge Location(s)
Source
Building 40
Water Treatment system 1 Figure is not to scale
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2B ndash Site Plan Building 40 1600 Osgood Street North Andover Massachusetts
Building 50
Source Key Outfall 001Notes Drain Line Discharge Location(s) 1 Figure is not to scale Water Treatment system
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2C ndash Site Plan Building 50 1600 Osgood Street North Andover Massachusetts
Influent
Bag Filtration
P P
P P
18000 Gallon Weir Tank Centrifugal
Pump Skid
Submersible Pump w
Float
P
P
Liquid Phase Reactivated
Carbon Vessels
P
P
P
PEffluent
Discharge
Flow Meter
Totalizer
P
P
Caton Exchange
Media Vessel
Anion Exchange
Media Vessel
Key
PipingHose
Sample Port
Ball Valve
Butterfly Valve
Pressure Gauge
Check Valve
PNotes
1) Figure is not to scale
2) System rated for 400 GPM Gate Valve
Contingency
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Office 774-450-7177
Water Treatment System Schematic 1600 Osgood Street
North Andover MA
PR
OJE
CT
No
2-2
137
FIG
UR
E N
o
5
DESIGNED BY LRT DRAWN BY JHJ
CHECKED BY DATE
Appendix A
NOI Form
MAG910000
NHG910000
Appendix IV ndash Part 1 ndash NOI
Page 14 of 24
II Suggested Format for the Remediation General Permit Notice of Intent (NOI)
A General site information
1 Name of site Site address
Street
City State Zip
2 Site owner Contact Person
Telephone Email
Owner is (check one) Federal StateTribal Private
Other if so specify
Mailing address
Street
City State Zip
3 Site operator if different than owner Contact Person
Telephone Email
Mailing address
Street
City State Zip
4 NPDES permit number assigned by EPA
NPDES permit is (check all that apply RGP DGP CGP
MSGP Individual NPDES permit Other if so specify
5 Other regulatory program(s) that apply to the site (check all that apply)
MA Chapter 21e list RTN(s) CERCLA
UIC Program
NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit
CWA Section 404
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 15 of 24
B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)
Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River
2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No
Are sensitive receptors present near the site (check one) Yes No
If yes specify
3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any
pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part
46 of the RGP
4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in
Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire
5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in
accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire
6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No
If yes indicate date confirmation received
7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII
(check one) Yes No
C Source water information
1 Source water(s) is (check any that apply)
Contaminated groundwater
Has the operator attached a summary of influent
sampling results as required in Part 42 of the RGP
in accordance with the instruction in Appendix
VIII (check one)
Yes No
Contaminated surface water
Has the operator attached a summary of influent
sampling results as required in Part 42 of the
RGP in accordance with the instruction in
Appendix VIII (check one)
Yes No
The receiving water Potable water if so indicate
municipality or origin
A surface water other
than the receiving water if
so indicate waterbody Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 16 of 24
2 Source water contaminants
a For source waters that are contaminated groundwater or contaminated
surface water indicate are any contaminants present that are not included in
the RGP (check one) Yes No If yes indicate the contaminant(s) and
the maximum concentration present in accordance with the instructions in
Appendix VIII
b For a source water that is a surface water other than the receiving water potable water
or other indicate any contaminants present at the maximum concentration in accordance
with the instructions in Appendix VIII (check one) Yes No
3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No
D Discharge information
1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source
Outfall(s) Outfall location(s) (Latitude Longitude)
Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify
A private storm sewer system A municipal storm sewer system
If the discharge enters the receiving water via a private or municipal storm sewer system
Has notification been provided to the owner of this system (check one) Yes No
Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for
obtaining permission
Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No
Provide the expected start and end dates of discharge(s) (monthyear)
Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge
Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 17 of 24
2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)
I ndash Petroleum-Related Site Remediation
II ndash Non-Petroleum-Related Site Remediation
III ndash Contaminated Site Dewatering
IV ndash Dewatering of Pipelines and Tanks
V ndash Aquifer Pump Testing
VI ndash Well DevelopmentRehabilitation
VII ndash Collection Structure DewateringRemediation
VIII ndash Dredge-Related Dewatering
a If Activity Category I or II (check all that apply)
A Inorganics
B Non-Halogenated Volatile Organic Compounds
C Halogenated Volatile Organic Compounds
D Non-Halogenated Semi-Volatile Organic Compounds
E Halogenated Semi-Volatile Organic Compounds
F Fuels Parameters
b If Activity Category III IV V VI VII or VIII (check either G or H)
G Sites with Known
Contamination H Sites with Unknown Contamination
c If Category III-G IV-G V-G VI-G
VII-G or VIII-G (check all that apply)
A Inorganics
B Non-Halogenated Volatile
Organic Compounds
C Halogenated Volatile Organic
Compounds
D Non-Halogenated Semi-Volatile
Organic Compounds
E Halogenated Semi-Volatile
Organic Compounds
F Fuels Parameters
d If Category III-H IV-H V-H VI-H VII-H or
VIII-H Contamination Type Categories A through
F apply
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 18 of 24
4 Influent and Effluent Characteristics
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
A Inorganics
Ammonia Report mgL ---
Chloride Report microgl ---
Total Residual Chlorine 02 mgL
Total Suspended Solids 30 mgL
Antimony 206 microgL
Arsenic 104 microgL
Cadmium 102 microgL
Chromium III 323 microgL
Chromium VI 323 microgL
Copper 242 microgL
Iron 5000 microgL
Lead 160 microgL
Mercury 0739 microgL
Nickel 1450 microgL
Selenium 2358 microgL
Silver 351 microgL
Zinc 420 microgL
Cyanide 178 mgL
B Non-Halogenated VOCs
Total BTEX 100 microgL ---
Benzene 50 microgL ---
14 Dioxane 200 microgL ---
Acetone 797 mgL ---
Phenol 1080 microgL
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 19 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
C Halogenated VOCs
Carbon Tetrachloride 44 microgL
12 Dichlorobenzene 600 microgL ---
13 Dichlorobenzene 320 microgL ---
14 Dichlorobenzene 50 microgL ---
Total dichlorobenzene 763 microgL in NH ---
11 Dichloroethane 70 microgL ---
12 Dichloroethane 50 microgL ---
11 Dichloroethylene 32 microgL ---
Ethylene Dibromide 005 microgL ---
Methylene Chloride 46 microgL ---
111 Trichloroethane 200 microgL ---
112 Trichloroethane 50 microgL ---
Trichloroethylene 50 microgL ---
Tetrachloroethylene 50 microgL
cis-12 Dichloroethylene 70 microgL ---
Vinyl Chloride 20 microgL ---
D Non-Halogenated SVOCs
Total Phthalates 190 microgL
Diethylhexyl phthalate 101 microgL
Total Group I PAHs 10 microgL ---
Benzo(a)anthracene
As Total PAHs
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Dibenzo(ah)anthracene
Indeno(123-cd)pyrene
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 20 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
Total Group II PAHs 100 microgL ---
Naphthalene 20 microgL ---
E Halogenated SVOCs
Total PCBs 0000064 microgL ---
Pentachlorophenol 10 microgL ---
F Fuels Parameters
Total Petroleum
Hydrocarbons 50 mgL ---
Ethanol Report mgL ---
Methyl-tert-Butyl Ether 70 microgL
tert-Butyl Alcohol 120 microgL in MA
40 microgL in NH ---
tert-Amyl Methyl Ether 90 microgL in MA
140 microgL in NH ---
Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 21 of 24
E Treatment system information
1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)
AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption
Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify
2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge
Identify each major treatment component (check any that apply)
Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter
Chemical feed tank Air stripping unit Bag filter Other if so specify
Indicate if either of the following will occur (check any that apply)
Chlorination De-chlorination
3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component
Indicate the most limiting component
Is use of a flow meter feasible (check one) Yes No if so provide justification
Provide the proposed maximum effluent flow in gpm
Provide the average effluent flow in gpm
If Activity Category IV applies indicate the estimated total volume of water that will be discharged
4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 22 of 24
F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)
Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify
2 Provide the following information for each chemicaladditive using attachments if necessary
a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and
f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))
3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance
with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section
307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive
(check one) Yes No
G Endangered Species Act eligibility determination
1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the
ldquoaction areardquo
FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)
or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat
(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)
Yes No
FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical
habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and
related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the
FWS This determination was made by (check one) the operator EPA Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 23 of 24
NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of
listed species Has the operator previously completed consultation with NMFS (check one) Yes No
2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No
Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach
H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on
historic properties
Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties
Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse
effect on historic properties
2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No
Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or
other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No
I Supplemental information
Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary
Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No
Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No
Site RTNs
MA Limits WQBEL
Outfall 001
Enter number values in green boxes below Enter values in the units specified
darr
625 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
1079
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10786
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 23729 microgL
40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL
21572 microgL
MA Limits WQBEL
Outfall 002
Enter number values in green boxes below Enter values in the units specified
darr
00026 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
102
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 22 microgL
00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL
20 microgL
Dilution Calculation
Determination
From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM
Hi Jake
It was nice speaking to you earlier today
The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102
Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage
Please let me know if you have any questions
Happy New Year Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Xiaodon
I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime
Thank you
Jake
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617
M 5089309812 jjenningslrt-llcnet
From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs
Hi Jake
There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)
According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River
To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2
7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD
Design flow = 400 gpm =058 MGD
Dilution Factor at outfall 001 = (058 +625)058 = 1079
For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday
Please let me know if we can have a phone call anytime Monday - Wednesday
I hope you have a lovely holiday Regards Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Cathy and Xiaodan
I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated
Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval
The project
1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm
The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417
Have a great holiday
Thank you
Jake Jennings
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet
Appendix B
Laboratory Data
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
December 31 2020
John Henry
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Project Location 1600 Osgood St
Client Job Number
Project Number 2-2137
Laboratory Work Order Number 20L0887
Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions
concerning this report please feel free to contact me
Sincerely
Kerry K McGee
Project Manager
Page 1 of 44
Table of Contents
Table of Contents
Sample Summary 4
Case Narrative 5
Sample Results 8
20L0887-01 8
20L0887-02 17
Sample Preparation Information 19
QC Data 21
Volatile Organic Compounds by GCMS 21
B273078 21
Semivolatile Organic Compounds by GCMS 23
B273270 23
Semivolatile Organic Compounds by - GCMS 24
B273158 24
Polychlorinated Biphenyls By GCECD 28
B273089 28
Metals Analyses (Total) 29
B273164 29
B273165 29
B273201 30
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31
B273029 31
B273038 31
B273059 31
B273112 31
B273331 32
Page 2 of 44
Table of Contents
Table of Contents (continued)
B273396
Drinking Water Organics EPA 5041
B273121
Dual Column RPD Report
FlagQualifier Summary
Certifications
Chain of CustodySample Receipt
32
33
33
34
38
39
43
Page 3 of 44
[TOC_1]Sample Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Lockwood Remediation Technologies LLC
89 Crawford Street REPORT DATE 12312020
Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137
ATTN John Henry
PROJECT NUMBER 2-2137
ANALYTICAL SUMMARY
WORK ORDER NUMBER 20L0887
The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report
PROJECT LOCATION 1600 Osgood St
FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB
Influent 20L0887-01 Ground Water 6083
6241
6251
EPA 1664B
EPA 2007
EPA 2008
EPA 2451
EPA 3000
EPA 3501
EPA 5041
SM21-22 2540D
SM21-22 3500 Cr B
SM21-22 4500 CL G
SM21-22 4500 CN E MA M-MA-086CT
PH-0574NY11148
Tri Chrome Calc
Receiving Water 20L0887-02 Ground Water EPA 2007
EPA 2008
EPA 2451
EPA 3501
SM21-22 3500 Cr B
Tri Chrome Calc
Page 4 of 44
[TOC_1]Case Narrative[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CASE NARRATIVE SUMMARY
All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report
REVISED REPORT - 12312020 - Ethanol addded per clients request
Page 5 of 44
V-05
L-04
L-07
R-05
S-07
V-04
V-05
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
6241
Qualifications
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Ethanol
20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1
6251
Qualifications
Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this
compound is likely to be biased on the low side Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD
between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified
2-Chloronaphthalene
B273158-BSD1
N-Nitrosodimethylamine
B273158-BSD1
Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this
compound Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10
Analyte amp Samples(s) Qualified
246-Tribromophenol
20L0887-01[Influent]
Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method
specified criteria Reported result is estimated Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Page 6 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing
I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed
in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the
best of my knowledge and belief accurate and complete
Lisa A Worthington
Technical Representative
Page 7 of 44
[TOC_2]20L0887-01[TOC]
[TOC_1]Sample Results[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Volatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD
tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD
Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD
Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD
Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD
tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD
Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD
Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD
Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD
Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD
Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD
Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD
14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD
trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD
12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD
trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD
Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD
Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD
Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD
Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD
1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD
Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD
Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD
111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD
Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD
Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD
o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD
Surrogates Recovery Recovery Limits FlagQual
12-Dichloroethane-d4 833 70-130 121920 343
Toluene-d8 954 70-130 121920 343
4-Bromofluorobenzene 102 70-130 121920 343
Page 8 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA
Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA
Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA
Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA
Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA
Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA
Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA
Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA
Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol (SIM) 387 15-110 122220 2031
Phenol-d6 (SIM) 307 15-110 122220 2031
Nitrobenzene-d5 732 30-130 122220 2031
2-Fluorobiphenyl 726 30-130 122220 2031
246-Tribromophenol (SIM) 101 15-110 122220 2031
p-Terphenyl-d14 905 30-130 122220 2031
Page 9 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05
Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL
Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL
Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Page 10 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL
Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol 473 15-110 122120 1953
Phenol-d6 377 15-110 122120 1953
Nitrobenzene-d5 686 30-130 122120 1953
2-Fluorobiphenyl 785 30-130 122120 1953
246-Tribromophenol 111 15-110 S-07 122120 1953
p-Terphenyl-d14 880 30-130 122120 1953
Page 11 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Polychlorinated Biphenyls By GCECD
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG
Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG
Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG
Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG
Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG
Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG
Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG
Surrogates Recovery Recovery Limits FlagQual
Decachlorobiphenyl [1] 575 30-150 122120 1252
Decachlorobiphenyl [2] 577 30-150 122120 1252
Tetrachloro-m-xylene [1] 803 30-150 122120 1252
Tetrachloro-m-xylene [2] 835 30-150 122120 1252
Page 12 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH
Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH
Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL
Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV
Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH
Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL
Page 13 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH
Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC
Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL
Page 14 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Drinking Water Organics EPA 5041
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB
Surrogates Recovery Recovery Limits FlagQual
13-Dibromopropane (1) 102 70-130 121820 2221
Page 15 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL
Page 16 of 44
[TOC_2]20L0887-02[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH
Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH
Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL
Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV
Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH
Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL
Page 17 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Page 18 of 44
[TOC_1]Sample Preparation Information[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method SW-846 3510C Analytical Method 6083
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273089 1000 500 121820
Prep Method SW-846 5030B Analytical Method 6241
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273078 5 500 121820
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273158 980 100 121920
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273270 980 100 121920
EPA 1664B
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273396 200 122320
Prep Method EPA 2007 Analytical Method EPA 2007
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273165 500 500 121920
20L0887-01 [Influent] B273165 500 121920
20L0887-02 [Receiving Water] B273165 500 500 121920
20L0887-02 [Receiving Water] B273165 500 121920
Prep Method EPA 2008 Analytical Method EPA 2008
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273164 500 500 121920
20L0887-02 [Receiving Water] B273164 500 500 121920
Prep Method EPA 2451 Analytical Method EPA 2451
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273201 600 600 122120
20L0887-02 [Receiving Water] B273201 600 600 122120
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
Page 19 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273112 100 100 121820
EPA 3501
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273331 100 100 122220
20L0887-02 [Receiving Water] B273331 100 100 122220
Prep Method EPA 504 water Analytical Method EPA 5041
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273121 360 350 121820
SM21-22 2540D
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273059 100 121820
SM21-22 3500 Cr B
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273029 500 500 121620
20L0887-02 [Receiving Water] B273029 500 500 121620
SM21-22 4500 CL G
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273038 100 100 121620
Prep Method EPA 2008 Analytical Method Tri Chrome Calc
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273164 500 121920
20L0887-02 [Receiving Water] B273164 500 121920
Page 20 of 44
[TOC_2]Volatile Organic Compounds by GCMS[TOC]
[TOC_3]B273078[TOC]
[TOC_1]QC Data[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
Blank (B273078-BLK1) Prepared 121820 Analyzed 121920
Acetone ND 500 microgL
tert-Amyl Methyl Ether (TAME) ND 0500 microgL
Benzene ND 100 microgL
Bromodichloromethane ND 200 microgL
Bromoform ND 200 microgL
Bromomethane ND 200 microgL
tert-Butyl Alcohol (TBA) ND 200 microgL
Carbon Tetrachloride ND 200 microgL
Chlorobenzene ND 200 microgL
Chlorodibromomethane ND 200 microgL
Chloroethane ND 200 microgL
Chloroform ND 200 microgL
Chloromethane ND 200 microgL
12-Dichlorobenzene ND 200 microgL
13-Dichlorobenzene ND 200 microgL
14-Dichlorobenzene ND 200 microgL
12-Dichloroethane ND 200 microgL
11-Dichloroethane ND 200 microgL
11-Dichloroethylene ND 200 microgL
trans-12-Dichloroethylene ND 200 microgL
12-Dichloropropane ND 200 microgL
cis-13-Dichloropropene ND 200 microgL
14-Dioxane ND 500 microgL
trans-13-Dichloropropene ND 200 microgL
Ethanol ND 500 microgL V-05
Ethylbenzene ND 200 microgL
Methyl tert-Butyl Ether (MTBE) ND 200 microgL
Methylene Chloride ND 500 microgL
1122-Tetrachloroethane ND 200 microgL
Tetrachloroethylene ND 200 microgL
Toluene ND 100 microgL
111-Trichloroethane ND 200 microgL
112-Trichloroethane ND 200 microgL
Trichloroethylene ND 200 microgL
Trichlorofluoromethane (Freon 11) ND 200 microgL
Vinyl Chloride ND 200 microgL
m+p Xylene ND 200 microgL
o-Xylene ND 100 microgL
Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130
Surrogate Toluene-d8 232 microgL 250 930 70-130
Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Acetone 170 500 microgL 200 858 70-160
tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130
Benzene 16 100 microgL 200 822 65-135
Bromodichloromethane 19 200 microgL 200 968 65-135
Bromoform 24 200 microgL 200 121 70-130
Bromomethane 16 200 microgL 200 790 15-185
tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160
Carbon Tetrachloride 18 200 microgL 200 905 70-130
Chlorobenzene 21 200 microgL 200 103 65-135
Page 21 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Chlorodibromomethane 21 200 microgL 200 107 70-135
Chloroethane 17 200 microgL 200 834 40-160
Chloroform 17 200 microgL 200 872 70-135
Chloromethane 60 200 microgL 200 300 20-205
12-Dichlorobenzene 18 200 microgL 200 905 65-135
13-Dichlorobenzene 18 200 microgL 200 924 70-130
14-Dichlorobenzene 18 200 microgL 200 896 65-135
12-Dichloroethane 20 200 microgL 200 100 70-130
11-Dichloroethane 18 200 microgL 200 893 70-130
11-Dichloroethylene 19 200 microgL 200 932 50-150
trans-12-Dichloroethylene 17 200 microgL 200 852 70-130
12-Dichloropropane 20 200 microgL 200 996 35-165
cis-13-Dichloropropene 17 200 microgL 200 852 25-175
14-Dioxane 200 500 microgL 200 101 40-130
trans-13-Dichloropropene 18 200 microgL 200 916 50-150
Ethanol 150 500 microgL 200 738 40-160 V-05
Ethylbenzene 20 200 microgL 200 989 60-140
Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130
Methylene Chloride 15 500 microgL 200 738 60-140
1122-Tetrachloroethane 20 200 microgL 200 100 60-140
Tetrachloroethylene 22 200 microgL 200 112 70-130
Toluene 18 100 microgL 200 902 70-130
111-Trichloroethane 19 200 microgL 200 934 70-130
112-Trichloroethane 21 200 microgL 200 103 70-130
Trichloroethylene 19 200 microgL 200 947 65-135
Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150
Vinyl Chloride 13 200 microgL 200 662 5-195
m+p Xylene 40 200 microgL 400 101 70-130
o-Xylene 20 100 microgL 200 100 70-130
Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130
Surrogate Toluene-d8 240 microgL 250 961 70-130
Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130
Page 22 of 44
[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]
[TOC_3]B273270[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273270 - SW-846 3510C
LCS (B273270-BS1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143
Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410
Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159
Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434
Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158
Chrysene (SIM) 40 microgL 500 835 17-168417
Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227
Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426
Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176
Surrogate 2-Fluorophenol 855 microgL 200 427 15-110
Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110
Surrogate Phenol-d6 657 microgL 200 328 15-110
Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110
Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130
Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130
Surrogate 246-Tribromophenol 124 microgL 140 884 15-110
Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110
Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130
LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53
Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72
Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71
Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63
Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82
Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87
Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126
Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99
Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86
Surrogate 2-Fluorophenol 897 microgL 200 448 15-110
Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110
Surrogate Phenol-d6 708 microgL 200 354 15-110
Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110
Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130
Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130
Surrogate 246-Tribromophenol 136 microgL 140 972 15-110
Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110
Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130
Page 23 of 44
[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]
[TOC_3]B273158[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
4-Nitrophenol
N-Nitrosodimethylamine
N-Nitrosodi-n-propylamine
2-Methylnaphthalene
Phenanthrene
2-Methylphenol
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
102
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
100
100
100
500
500
100
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
200 509 15-110
L-04 R-05 V-04
V-05
Page 24 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1) Prepared 121920 Analyzed 122120
Surrogate Phenol-d6 777 microgL 200 389 15-110
Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130
Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130
Surrogate 246-Tribromophenol 144 microgL 140 102 15-110
Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130
LCS (B273158-BS1) Prepared 121920 Analyzed 122120
Acenaphthene 409 500 microgL 500 817 47-145
Acenaphthylene 398 500 microgL 500 797 33-145
Anthracene 406 500 microgL 500 812 27-133
Benzidine
Benzo(ghi)perylene
817
479
200
500
microgL
microgL
100 817 40-140
500 957 10-219
V-04 V-05 L-04
R-05
4-Bromophenylphenylether 376 100 microgL 500 751 53-127
Butylbenzylphthalate 400 100 microgL 500 800 10-152
4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147
Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158
Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166
2-Chloronaphthalene 336 100 microgL 500 672 60-120
2-Chlorophenol 364 100 microgL 500 728 23-134
4-Chlorophenylphenylether 388 100 microgL 500 776 25-158
Di-n-butylphthalate 389 100 microgL 500 778 10-120
13-Dichlorobenzene 302 500 microgL 500 604 10-172
14-Dichlorobenzene 311 500 microgL 500 622 20-124
12-Dichlorobenzene 319 500 microgL 500 638 32-129
33-Dichlorobenzidine 427 100 microgL 100 427 10-262
24-Dichlorophenol 414 100 microgL 500 827 39-135
Diethylphthalate 390 100 microgL 500 780 10-120
24-Dimethylphenol 368 100 microgL 500 737 32-120
Dimethylphthalate 385 100 microgL 500 770 10-120
46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181
24-Dinitrophenol 512 100 microgL 500 102 10-191
24-Dinitrotoluene 433 100 microgL 500 865 39-139
26-Dinitrotoluene 432 100 microgL 500 864 50-158
Di-n-octylphthalate 384 100 microgL 500 767 4-146
12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140
Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158
Fluoranthene 404 500 microgL 500 807 26-137
Fluorene 411 500 microgL 500 821 59-121
Hexachlorobenzene 401 100 microgL 500 802 10-152
Hexachlorobutadiene 335 100 microgL 500 670 24-120
Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140
Hexachloroethane 301 100 microgL 500 602 40-120
Isophorone 401 100 microgL 500 802 21-196
Naphthalene 363 500 microgL 500 727 21-133
Nitrobenzene 350 100 microgL 500 701 35-180
2-Nitrophenol 443 100 microgL 500 886 29-182
4-Nitrophenol 232 100 microgL 500 463 10-132
N-Nitrosodimethylamine 204 100 microgL 500 407 40-140
N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230
2-Methylnaphthalene 424 500 microgL 500 848 40-140
Phenanthrene 402 500 microgL 500 803 54-120
2-Methylphenol 362 100 microgL 500 725 40-140
Page 25 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS (B273158-BS1)
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
Surrogate Phenol-d6
Surrogate Nitrobenzene-d5
Surrogate 2-Fluorobiphenyl
Surrogate 246-Tribromophenol
Surrogate p-Terphenyl-d14
180
349
395
346
425
111
867
760
821
153
876
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 361 5-120
500 699 40-140
500 790 52-120
500 691 44-142
500 851 37-144
200 553 15-110
200 434 15-110
100 760 30-130
100 821 30-130
140 109 15-110
100 876 30-130
LCS Dup (B273158-BSD1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
354
338
354
520
408
331
345
364
286
298
272
311
333
337
243
247
262
370
352
339
305
336
392
450
377
374
322
314
339
355
355
351
270
296
246
339
296
294
365
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 708 47-145
500 677 33-145
500 708 27-133
100 520 40-140
500 816 10-219
500 662 53-127
500 690 10-152
500 729 22-147
500 571 12-158
500 597 36-166
500 544 60-120
500 623 23-134
500 665 25-158
500 674 10-120
500 485 10-172
500 494 20-124
500 524 32-129
100 370 10-262
500 705 39-135
500 678 10-120
500 610 32-120
500 672 10-120
500 785 10-181
500 901 10-191
500 754 39-139
500 747 50-158
500 644 4-146
500 628 40-140
500 678 8-158
500 711 26-137
500 711 59-121
500 703 10-152
500 539 24-120
500 593 40-140
500 493 40-120
500 678 21-196
500 593 21-133
500 588 35-180
500 730 29-182
143
163
136
444
159
127
147
131
155
163
211
157
154
143
217
231
195
144
160
140
189
135
125
129
138
145
175
116
154
127
144
132
216
195
199
168
203
175
194
48
74
66
30
97
43
60
73
108
76
24
61
61
47
30
30
30
108
50
100
58
183
203
132
42
48
69
30
82
66
38
55
62
30
52
93
65
62
55
L-04 R-05 V-04
V-05
L-07
Page 26 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120
4-Nitrophenol 213 100 microgL 500 426 10-132 841 131
N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07
N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87
2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30
Phenanthrene 352 500 microgL 500 704 54-120 132 39
2-Methylphenol 323 100 microgL 500 647 40-140 114 30
Phenol 160 100 microgL 500 320 5-120 121 64
34-Methylphenol 310 200 microgL 500 619 40-140 121 30
Pyrene 347 500 microgL 500 694 52-120 130 49
124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50
246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58
Surrogate 2-Fluorophenol 957 microgL 200 479 15-110
Surrogate Phenol-d6 760 microgL 200 380 15-110
Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130
Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130
Surrogate 246-Tribromophenol 129 microgL 140 920 15-110
Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130
Page 27 of 44
[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]
[TOC_3]B273089[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Polychlorinated Biphenyls By GCECD - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273089 - SW-846 3510C
Blank (B273089-BLK1) Prepared 121820 Analyzed 122120
Aroclor-1016 ND 0100 microgL
Aroclor-1016 [2C] ND 0100 microgL
Aroclor-1221 ND 0100 microgL
Aroclor-1221 [2C] ND 0100 microgL
Aroclor-1232 ND 0100 microgL
Aroclor-1232 [2C] ND 0100 microgL
Aroclor-1242 ND 0100 microgL
Aroclor-1242 [2C] ND 0100 microgL
Aroclor-1248 ND 0100 microgL
Aroclor-1248 [2C] ND 0100 microgL
Aroclor-1254 ND 0100 microgL
Aroclor-1254 [2C] ND 0100 microgL
Aroclor-1260 ND 0100 microgL
Aroclor-1260 [2C] ND 0100 microgL
Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150
Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150
Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150
Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150
LCS (B273089-BS1) Prepared 121820 Analyzed 122120
Aroclor-1016 0481 0200 microgL 0500 962 50-140
Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140
Aroclor-1260 0458 0200 microgL 0500 916 8-140
Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140
Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150
Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150
Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150
Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150
LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120
Aroclor-1016 0458 0200 microgL 0500 916 50-140 488
Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628
Aroclor-1260 0423 0200 microgL 0500 847 8-140 784
Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827
Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150
Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150
Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150
Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150
Page 28 of 44
[TOC_2]Metals Analyses (Total)[TOC]
[TOC_3]B273164[TOC]
[TOC_3]B273165[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273164 - EPA 2008
Blank (B273164-BLK1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
10
080
020
10
10
050
50
50
020
10
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
LCS (B273164-BS1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
484
487
473
951
474
477
476
451
955
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
931
969
974
946
951
948
953
952
903
955
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
479
489
476
955
472
480
476
453
954
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
930
959
978
951
955
944
960
951
907
954
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
00503
101
0421
0527
0360
0435
0713
00436
0425
0143
20
20
20
20
20
20
20
20
20
20
Batch B273165 - EPA 2007
Blank (B273165-BLK1) Prepared 121920 Analyzed 122120
Iron
Hardness
ND
ND
0050
14
mgL
mgL
LCS (B273165-BS1) Prepared 121920 Analyzed 122120
Iron
Hardness
412
27
0050
14
mgL
mgL
400
264
103
101
85-115
85-115
Page 29 of 44
[TOC_3]B273201[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273165 - EPA 2007
LCS Dup (B273165-BSD1)
Iron
Hardness
408
26
0050
14
mgL
mgL
Prepared 121920 Analyzed 122120
400 102 85-115
264 993 85-115
0946
130
20
20
Batch B273201 - EPA 2451
Blank (B273201-BLK1)
Mercury ND 000010 mgL
Prepared amp Analyzed 122120
LCS (B273201-BS1)
Mercury 000398 000010 mgL
Prepared amp Analyzed 122120
000400 995 85-115
LCS Dup (B273201-BSD1)
Mercury 000426 000010 mgL
Prepared amp Analyzed 122120
000400 107 85-115 692 20
Page 30 of 44
PAAPHASW-846 Methods (Total)[TOC]
[TOC_3]B273029[TOC]
[TOC_3]B273038[TOC]
[TOC_3]B273059[TOC]
[TOC_3]B273112[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273029 - SM21-22 3500 Cr B
Blank (B273029-BLK1)
Hexavalent Chromium ND 00040 mgL
Prepared amp Analyzed 121620
LCS (B273029-BS1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 101 90-115
LCS Dup (B273029-BSD1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 104 90-115 248 11
Batch B273038 - SM21-22 4500 CL G
Blank (B273038-BLK1)
Chlorine Residual ND 0020 mgL
Prepared amp Analyzed 121620
LCS (B273038-BS1)
Chlorine Residual 066 0020 mgL
Prepared amp Analyzed 121620
0641 102 853-130
LCS Dup (B273038-BSD1)
Chlorine Residual 067 0020 mgL
Prepared amp Analyzed 121620
0641 105 853-130 233 136
Duplicate (B273038-DUP1)
Chlorine Residual
Source 20L0887-01
ND 0020 mgL
Prepared amp Analyzed 121620
ND NC 294
Matrix Spike (B273038-MS1)
Chlorine Residual
Source 20L0887-01
026 0020 mgL
Prepared amp Analyzed 121620
0300 ND 858 10-169
Batch B273059 - SM21-22 2540D
Blank (B273059-BLK1)
Total Suspended Solids ND 25 mgL
Prepared amp Analyzed 121820
LCS (B273059-BS1)
Total Suspended Solids 190 10 mgL
Prepared amp Analyzed 121820
200 950 574-123
Batch B273112 - EPA 3000
Blank (B273112-BLK1)
Chloride ND 10 mgL
Prepared amp Analyzed 121820
LCS (B273112-BS1)
Chloride 10 mgL
Prepared amp Analyzed 121820
100 101 90-110
Page 31 of 44
[TOC_3]B273331[TOC]
[TOC_3]B273396[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273112 - EPA 3000
LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820
Chloride 10 mgL 100 101 90-110 0511 20
Batch B273331 - EPA 3501
Blank (B273331-BLK1) Prepared 122220 Analyzed 122320
Ammonia as N ND 010 mgL
LCS (B273331-BS1) Prepared 122220 Analyzed 122320
Ammonia as N 19 010 mgL 200 966 90-110
LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320
Ammonia as N 20 010 mgL 200 100 90-110 341 20
Batch B273396 - EPA 1664B
Blank (B273396-BLK1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 14 mgL
LCS (B273396-BS1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132
Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18
Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132
Page 32 of 44
[TOC_2]Drinking Water Organics EPA 5041[TOC]
[TOC_3]B273121[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Drinking Water Organics EPA 5041 - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273121 - EPA 504 water
Blank (B273121-BLK1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
ND
110
0021 microgL
microgL
Prepared amp Analyzed 121820
106 104 70-130
LCS (B273121-BS1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0230
106
0021 microgL
microgL
Prepared amp Analyzed 121820
0260 884
104 102
70-130
70-130
LCS Dup (B273121-BSD1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0221
111
0021 microgL
microgL
Prepared amp Analyzed 121820
0257 860
103 108
70-130
70-130
387
Page 33 of 44
[TOC_1]Dual Column RPD Report[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0481
2 0000 0000 0000 0477 06
Aroclor-1260 1 0000 0000 0000 0458
2 0000 0000 0000 0450 22
Page 34 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0458
2 0000 0000 0000 0448 26
Aroclor-1260 1 0000 0000 0000 0423
2 0000 0000 0000 0414 14
Page 35 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0230
Page 36 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0221
Page 37 of 44
[TOC_1]FlagQualifier Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
FLAGQUALIFIER SUMMARY
QC result is outside of established limits
Wide recovery limits established for difficult compound
Wide RPD limits established for difficult compound
Data exceeded client recommended or regulatory level
ND Not Detected
RL Reporting Limit is at the level of quantitation (LOQ)
DL Detection Limit is the lower limit of detection determined by the MDL study
MCL Maximum Contaminant Level
Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the
calculation which have not been rounded
No results have been blank subtracted unless specified in the case narrative section
J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated
concentration (CLP J-Flag)
L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits
Reported value for this compound is likely to be biased on the low side
L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but
the other is within limits RPD between the two LFBLCS results is within method specified criteria
R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any
reported value for this compound
S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All
recoveries are gt 10
V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where
RSD is outside of method specified criteria Reported result is estimated
V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for
this compound
Page 38 of 44
[TOC_1]Certifications[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6083 in Water
Aroclor-1016 CTMANHNYRINCMEVA
Aroclor-1016 [2C] CTMANHNYRINCMEVA
Aroclor-1221 CTMANHNYRINCMEVA
Aroclor-1221 [2C] CTMANHNYRINCMEVA
Aroclor-1232 CTMANHNYRINCMEVA
Aroclor-1232 [2C] CTMANHNYRINCMEVA
Aroclor-1242 CTMANHNYRINCMEVA
Aroclor-1242 [2C] CTMANHNYRINCMEVA
Aroclor-1248 CTMANHNYRINCMEVA
Aroclor-1248 [2C] CTMANHNYRINCMEVA
Aroclor-1254 CTMANHNYRINCMEVA
Aroclor-1254 [2C] CTMANHNYRINCMEVA
Aroclor-1260 CTMANHNYRINCMEVA
Aroclor-1260 [2C] CTMANHNYRINCMEVA
6241 in Water
Acetone CTNYMANH
tert-Amyl Methyl Ether (TAME) MA
Benzene CTNYMANHRINCMEVA
Bromodichloromethane CTNYMANHRINCMEVA
Bromoform CTNYMANHRINCMEVA
Bromomethane CTNYMANHRINCMEVA
tert-Butyl Alcohol (TBA) NYMA
Carbon Tetrachloride CTNYMANHRINCMEVA
Chlorobenzene CTNYMANHRINCMEVA
Chlorodibromomethane CTNYMANHRINCMEVA
Chloroethane CTNYMANHRINCMEVA
Chloroform CTNYMANHRINCMEVA
Chloromethane CTNYMANHRINCMEVA
12-Dichlorobenzene CTNYMANHRINCMEVA
13-Dichlorobenzene CTNYMANHRINCMEVA
14-Dichlorobenzene CTNYMANHRINCMEVA
12-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethylene CTNYMANHRINCMEVA
trans-12-Dichloroethylene CTNYMANHRINCMEVA
12-Dichloropropane CTNYMANHRINCMEVA
cis-13-Dichloropropene CTNYMANHRINCMEVA
14-Dioxane MA
trans-13-Dichloropropene CTNYMANHRINCMEVA
Ethanol NYMANH
Ethylbenzene CTNYMANHRINCMEVA
Methyl tert-Butyl Ether (MTBE) NYMANHNC
Methylene Chloride CTNYMANHRINCMEVA
Naphthalene NYMANC
1122-Tetrachloroethane CTNYMANHRINCMEVA
Tetrachloroethylene CTNYMANHRINCMEVA
Page 39 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6241 in Water
Toluene CTNYMANHRINCMEVA
124-Trichlorobenzene MANC
111-Trichloroethane CTNYMANHRINCMEVA
112-Trichloroethane CTNYMANHRINCMEVA
Trichloroethylene CTNYMANHRINCMEVA
Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA
Vinyl Chloride CTNYMANHRINCMEVA
m+p Xylene CTNYMANHRINC
o-Xylene CTNYMANHRINC
6251 in Water
Acenaphthene CTMANHNYNCRIMEVA
Acenaphthylene CTMANHNYNCRIMEVA
Anthracene CTMANHNYNCRIMEVA
Benzidine CTMANHNYNCRIMEVA
Benzo(ghi)perylene CTMANHNYNCRIMEVA
4-Bromophenylphenylether CTMANHNYNCRIMEVA
Butylbenzylphthalate CTMANHNYNCRIMEVA
4-Chloro-3-methylphenol CTMANHNYNCRIVA
Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA
Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA
2-Chloronaphthalene CTMANHNYNCRIMEVA
2-Chlorophenol CTMANHNYNCRIMEVA
4-Chlorophenylphenylether CTMANHNYNCRIMEVA
Di-n-butylphthalate CTMANHNYNCRIMEVA
13-Dichlorobenzene MANC
14-Dichlorobenzene MANC
12-Dichlorobenzene MANC
33-Dichlorobenzidine CTMANHNYNCRIMEVA
24-Dichlorophenol CTMANHNYNCRIMEVA
Diethylphthalate CTMANHNYNCRIMEVA
24-Dimethylphenol CTMANHNYNCRIMEVA
Dimethylphthalate CTMANHNYNCRIMEVA
46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA
24-Dinitrophenol CTMANHNYNCRIMEVA
24-Dinitrotoluene CTMANHNYNCRIMEVA
26-Dinitrotoluene CTMANHNYNCRIMEVA
Di-n-octylphthalate CTMANHNYNCRIMEVA
12-DiphenylhydrazineAzobenzene NC
Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA
Fluoranthene CTMANHNYNCRIMEVA
Fluorene CTMANHNYNCRIMEVA
Hexachlorobenzene CTMANHNYNCRIMEVA
Hexachlorobutadiene CTMANHNYNCRIMEVA
Hexachlorocyclopentadiene CTMANHNYNCRIMEVA
Hexachloroethane CTMANHNYNCRIMEVA
Isophorone CTMANHNYNCRIMEVA
Page 40 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6251 in Water
Naphthalene CTMANHNYNCRIMEVA
Nitrobenzene CTMANHNYNCRIMEVA
2-Nitrophenol CTMANHNYNCRIMEVA
4-Nitrophenol CTMANHNYNCRIMEVA
N-Nitrosodimethylamine CTMANHNYNCRIMEVA
N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA
2-Methylnaphthalene NC
Phenanthrene CTMANHNYNCRIMEVA
2-Methylphenol NYNC
Phenol CTMANHNYNCRIMEVA
34-Methylphenol NYNC
Pyrene CTMANHNYNCRIMEVA
124-Trichlorobenzene CTMANHNYNCRIMEVA
246-Trichlorophenol CTMANHNYNCRIMEVA
2-Fluorophenol NC
2-Fluorophenol NCVA
Phenol-d6 VA
Nitrobenzene-d5 VA
EPA 2007 in Water
Iron CTMANHNYRINCMEVA
Hardness CTMANHNYRIVA
EPA 2008 in Water
Antimony CTMANHNYRINCMEVA
Arsenic CTMANHNYRINCMEVA
Cadmium CTMANHNYRINCMEVA
Chromium CTMANHNYRINCMEVA
Copper CTMANHNYRINCMEVA
Lead CTMANHNYRINCMEVA
Nickel CTMANHNYRINCMEVA
Selenium CTMANHNYRINCMEVA
Silver CTMANHNYRINCMEVA
Zinc CTMANHNYRINCMEVA
EPA 2451 in Water
Mercury CTMANHRINYNCMEVA
EPA 3000 in Water
Chloride NCNYMAVAMENHCTRI
EPA 3501 in Water
Ammonia as N NCNYMANHRIMEVA
SM21-22 2540D in Water
Total Suspended Solids CTMANHNYRINCMEVA
SM21-22 3500 Cr B in Water
Hexavalent Chromium NYCTNHRIMEVANC
SM21-22 4500 CL G in Water
Chlorine Residual CTMARIME
Page 41 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
SM21-22 4500 CN E in Water
Cyanide CTMANHNYRINCMEVA
Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations
Code Description Number Expires
AIHA AIHA-LAP LLC - ISO170252017 100033 0312022
MA Massachusetts DEP M-MA100 06302021
CT Connecticut Department of Publilc Health PH-0567 09302021
NY New York State Department of Health 10899 NELAP 0412021
NH-S New Hampshire Environmental Lab 2516 NELAP 0252021
RI Rhode Island Department of Health LAO00112 12302020
NC North Carolina Div of Water Quality 652 12312020
NJ New Jersey DEP MA007 NELAP 06302021
FL Florida Department of Health E871027 NELAP 06302021
VT Vermont Department of Health Lead Laboratory LL720741 07302021
ME State of Maine MA00100 0692021
VA Commonwealth of Virginia 460217 12142021
NH-P New Hampshire Environmental Lab 2557 NELAP 0962021
VT-DW Vermont Department of Health Drinking Water VT-255716 06122021
NC-DW North Carolina Department of Health 25703 07312021
PA Commonwealth of Pennsylvania DEP 68-05812 06302021
MI Dept of Env Great Lakes and Energy 9100 0962021
Page 42 of 44
Table of Contents
Page 43 of 44
Table of Contents
Page 44 of 44
Appendix C
Cutsheets
1
2
31
2
1
2
ROD HOOPS
C B A
6 EXTERNAL FEED LINE w
WELDED NIPPLE amp FISH PLATE 313
3
8
169
5
16
6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w
1
BLIND FLANGE 6 BUTTERFLY VALVE
1
(2)
1
2
Couplings
w Plugs
(3) 22 MANWAYS
6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE
ADD LIGHT PROTECTION
BARS BEHIND LIGHTS
480
GLADHAND w FISH PLATE
568
9
16
TUBE 4 x 2 x
1
4
x 65
7
8
TUBE 4 x 2 x
1
4
x 65
3
8
66
TOP OF WEIR TOP OF WEIR
6 TYP
65
1
2
WEIR WEIR
503
C B A
STANDARD SPECIFICATION
CAPACITY 18480 GALLONS (440 BBL)
SIDE SHEETS 14 A36 PLATE
FRONT SHEET 14 A36 PLATE
REAR SHEET 14 A36 PLATE
FLOOR 14 A36 PLATE
MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL
FLOOR CROSSMEMBERS 14 A36 PLATE
SIDE STAKES ONE PIECE 316 A36 PLATE
SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY
AXLE 775 TRACK 22500 LBS CAPACITY
TIRES 11R225 RADIAL
WHEELS 825 x 225 STEEL
MANWAYS 3 - 22 DIA CURB SIDE
VALVES 3 - 6 BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (REAR)
2 - 6 BLIND FLANGE CONNECTION (REAR)
INLET PIPING 1 - 6 PIPE SYSTEM (REAR)
BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)
(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)
PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT
(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT
2
ROD HOOPS
16
UNDER WEIR
OVER WEIR
TUBE 4 x 2 x
1
4
x 95
3
8
STIFFENER
12
90
11
16
T
YP
102
11
16
8T
YP
SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A
NOTE
This drawing is a representation baseline for this model of tank Variations between
this drawing and the actual equipment do exist primarily with appurtenance locations
sizes and quantities
65
3
4
102
118
86
11
16
16
ALL CONNECTIONS MUST
HAVE INTERNAL FLANGES
4 TYP
5
11
16
1
2
ROD HOOPS
22
512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031
PINNACLE MFG THIS DRAWING amp ALL INFORMATION
OTHERWISE NOTED
TOLERANCE UNLESS
NOTES
THEREON IS THE PROPERTY OF
PINNACLE Mfg LLC
1 DO NOT SCALE PRINT
X plusmn 060
2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST
XX plusmn 030
3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS
XXX plusmn 010
MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS
AL470-WT
Lockwood Spec
MATERIAL MATERIAL
FIRST USED ECN
DRW FK
DRAWING NO
SIZE REV
DATE 17-1004
SCALE NTS
BOOK NO
DESCRIPTION
PLASMA DXF FILE
B
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
24
20
CATION EXCHANGE RESIN SOFTENING GRADE
Na FORM CGS
RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do
NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY
FEATURES amp BENEFITS
bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners
bull LOW COLOR THROW
bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop
bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA
Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse
HYDRAULIC PROPERTIES
Pressure Loss Backwash Expansion 100
40degF 60degF 80degF 100degF
40degF 60degF 80degF 100degF
Perc
ent
of E
xpan
sion
80
60
40
20
psi
ft o
f Res
in
16
12
04
00 0 00 50 100 150 200 00 30 60 90 120
gpm sqft gpm sqft
PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures
160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom
08
RESINTECHreg CGS
PHYSICAL PROPERTIES
Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity
Sodium form gt18 meqmL Water Retention
Sodium form 40 to 52 percent Approximate Shipping Weight
Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request
SUGGESTED OPERATING CONDITIONS
Maximum continuous temperature Sodium form 250˚F
Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration
Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft
APPLICATIONS
SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications
0 0 5 10 15 20
5
10
15
20
25
30
Cap
acit
y K
ilogr
ains
per
cu
ft
Salt Dose lbs per cu ft
CGS Softening Capacity
Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied
0 0 5 10 15 20
3
6
9
12
15
Leak
age
ppm
as
CaCO
3
Salt Dose lbs per cu ft
CGS Hardness Leakage
Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support
East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins
MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11
SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM
reg
RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers
FEATURES amp BENEFITS
bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA
bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers
bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS
bull SUPERIOR PHYSICAL STABILITY
bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications
For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels
HYDRAULIC PROPERTIES
Pres
sure
Dro
p p
sift
3
2
1
0
0 2 4
Pressure Drop
o F40
o F60
o F80
100o F
6 8 10 12 14 16 18 20
Flow Rate gpmsqft
Perc
ent E
xpan
sion
100
80
60
40
20
0
00
Backwash Expansion
o F40 o F
60o F
80
100
10 20 30
Flow Rate gpmsqft
o F
40
PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign
matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form
1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom
RESINTECHreg SBG1
PHYSICAL PROPERTIES
Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3
+Clndash
Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50
+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent
pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention
Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent
Solubility Insoluble Approximate Shipping Weight
Cl Form 44 lbscuft OH Form 41 lbscuft
Swelling Cl- to OH- 18 to 25 percent Total Capacity
Cl Form 145 meqml min OH Form 115 meqml min
SUGGESTED OPERATING CONDITIONS
Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF
Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates
Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft
OPERATING CAPACITY
The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table
Pounds NaOHft3
Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3
4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222
APPLICATIONS
DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications
RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams
Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions
RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates
CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins
Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions
SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC
GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS
PERFORMANCE
ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better
RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)
160degF constant PRESSURE RATING 150 psi
MATERIALS
TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel
Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact
plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional
REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The
register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking
hasp COATING Fusion-bonded epoxy
OPTIONS
bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal
flowrates bull Electronic Propeller Meter available in all sizes of this
model bull A complete line of flow recordingcontrol
instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results
McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS
Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order
FOR MORE INFORMATION CONTACT
copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom
Appendix D
Supporting Information
- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR
^ _ _ a _ _ _ bc
13
13
13 13 13 13 13 13 13 13 13 13 13
Documentation of the Results of the ESA Eligibility Determination
Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area
An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site
bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County
Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat
Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat
United States Department of the Interior FISH AND WILDLIFE SERVICE
New England Ecological Services Field Office 70 Commercial Street Suite 300
Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104
httpwwwfwsgovnewengland
In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street
Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project
To Whom It May Concern
The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)
New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list
The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat
2 12162020 Event Code 05E1NE00-2021-E-02261
A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212
If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at
httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats
Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml
We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office
Attachment(s)
Official Species List
1 12162020 Event Code 05E1NE00-2021-E-02261
Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action
This species list is provided by
New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541
2 12162020 Event Code 05E1NE00-2021-E-02261
Project Summary Consultation Code 05E1NE00-2021-SLI-0752
Event Code 05E1NE00-2021-E-02261
Project Name 1600 Osgood Street
Project Type Water Withdrawal Depletion
Project Description Construction Dewatering
Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W
Counties Essex MA
3 12162020 Event Code 05E1NE00-2021-E-02261
Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list
Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce
See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions
1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce
Mammals NAME STATUS
Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045
Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION
Documentation of the National Historic Preservation Act Eligibility Determination
As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties
MACRIS Search Results
Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure
Inv No Property Name Street Town Year
Wednesday December 16 2020 Page 1 of 1
Notice of Intent ndash Remediation General Permit Page 2 1600 Osgood Street North Andover MA January 6 2021
tributary of the Merrimack Please note that the dewatering and water treatment for Building 40 and Building 50 will be done at separate times Drawings of the storm water drainage system which depicts the path of water from the catch basins to the two outfalls are provided on Figure 2B and Figure 2C To characterize groundwater from the dewatering areas LRT collected representative groundwater samples from an on-site monitoring well on December 15 2020 The well is located approximately midway between the two dewatering areas and is depicted on Figure 2A A sample of the receiving water (The Merrimack River) was also collected on December 15 2020 The samples were analyzed for various parameters in accordance with the NPDES RGP Activity Category III-G
Discharge and Receiving Surface Water Information
A summary of the analytical results is provided under Section 4 of the NOI Form within Appendix A and copies of the laboratory data reports are provided in Appendix B Concentrations of total suspended solids (TSS) and Metals (Chromium Iron Lead) were detected in groundwater at concentrations above the respective NPDES RGP Effluent Limitations To meet these standards Source water will undergo treatment that includes bag filtration and carbon filtration prior to discharge It is assumed that these metals will be treated through settling and bag filtration however if metals still exceed the applicable effluent limitations ion exchange media vessels will be added to the treatment train Water treatment system details are provided below
Water Treatment System
A water treatment system schematic is provided as Figure 3 Cutsheets of the system components product information and Safety Data Sheets (SDS) are included in Appendix C
Source water will be pumped to a treatment system with a design flow of up to 400 gallons per minute (gpm) the average effluent flow of the system is estimated to be 300 gpm and the maximum flow will not exceed the design flow Source water will enter one 18000-gallon weir tank at the head of the system From the weir tank the water will be pumped to a multi-bag filter skid (with two multi-bag filter housings) and then pass through two carbon vessels plumbed in series Each carbon vessel will contain reactivated liquid-phase carbon Treated water will flow through a flowtotalizer meter prior to discharge into a storm drain that either directly or indirectly discharges to the Merrimack River
If required two ion exchange vessels (one with cation resin and one with anion resin) will be added to the treatment system and installed after the carbon vessels
Consultation with Federal Services
LRT reviewed online electronic data viewers and databases from the Massachusetts Geographical Information System (MassGIS) the Massachusetts Division of Fisheries and Wildlife (MassWildlife Natural Heritage and Endangered Species Program) and the US National Parks Service Natural Historic Places (NPS) Based on this review the Site and the point where the proposed discharge reaches the receiving surface water body are not located within an Area of Critical Environmental Concern (ACEC)
Notice of Intent ndash Remediation General Permit Page 3 1600 Osgood Street North Andover MA January 6 2021
In addition the Site and the proposed discharge point are not located within Habitats of Rare Wetland Wildlife Habitats of Rare Species Estimated Habitats of Rare Wildlife or listed as a National Historic Place Documentation is included in Appendix D
Coverage under NPDES RGP
It is LRTrsquos opinion that the proposed discharge is eligible for coverage under the NPDES RGP On behalf of JDC Demolition Company Inc we are requesting coverage under the NPDES RGP for the discharge of treated wastewater to the Merrimack River in support of construction dewatering activities that are to take place at 1600 Osgood Street
The enclosed NOI form and supporting documents provide the required information about the Site discharge treatment system receiving water and consultation with state and federal agencies For this project JDC Demo is considered the Operator and has operational control over the construction plans and specifications including the ability to make modifications to those plans and specifications
Please feel free to contact us at 774-450-7177 if you have any questions or if you require additional information
Sincerely Lockwood Remediation Technologies LLC
Jacob Jennings John Henry Jacob Jennings Staff Scientist
John Henry PE Senior Project Manager
Encl Figure 1 - Locus Plan Figure 2A ndash General Site Plan Figure 2B ndash Site Plan Building 40 Figure 2C ndash Site Plan Building 50 Figure 3 - Water Treatment System Schematic Appendix A - NOI Form Appendix B - Laboratory Data Appendix C - Water Treatment System Cutsheets Appendix D - Supporting Information
cc Cathy Vakalopoulos ndash Mass DEP Chad Vincent ndash JDC Demolition
Figures
Site
Additional Tank Storage
Notes 1 Figure is not to scale
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 1 ndash Locus Plan 1600 Osgood Street North Andover MA
Notes
1 Figure is not to scale
Building 40
Building 50
Source
Key Outfalls Sample Location Buildings
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2A ndash General Site Plan 1600 Osgood Street North Andover Massachusetts
Notes
Key Outfall 002 Drain Line Discharge Location(s)
Source
Building 40
Water Treatment system 1 Figure is not to scale
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2B ndash Site Plan Building 40 1600 Osgood Street North Andover Massachusetts
Building 50
Source Key Outfall 001Notes Drain Line Discharge Location(s) 1 Figure is not to scale Water Treatment system
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2C ndash Site Plan Building 50 1600 Osgood Street North Andover Massachusetts
Influent
Bag Filtration
P P
P P
18000 Gallon Weir Tank Centrifugal
Pump Skid
Submersible Pump w
Float
P
P
Liquid Phase Reactivated
Carbon Vessels
P
P
P
PEffluent
Discharge
Flow Meter
Totalizer
P
P
Caton Exchange
Media Vessel
Anion Exchange
Media Vessel
Key
PipingHose
Sample Port
Ball Valve
Butterfly Valve
Pressure Gauge
Check Valve
PNotes
1) Figure is not to scale
2) System rated for 400 GPM Gate Valve
Contingency
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Office 774-450-7177
Water Treatment System Schematic 1600 Osgood Street
North Andover MA
PR
OJE
CT
No
2-2
137
FIG
UR
E N
o
5
DESIGNED BY LRT DRAWN BY JHJ
CHECKED BY DATE
Appendix A
NOI Form
MAG910000
NHG910000
Appendix IV ndash Part 1 ndash NOI
Page 14 of 24
II Suggested Format for the Remediation General Permit Notice of Intent (NOI)
A General site information
1 Name of site Site address
Street
City State Zip
2 Site owner Contact Person
Telephone Email
Owner is (check one) Federal StateTribal Private
Other if so specify
Mailing address
Street
City State Zip
3 Site operator if different than owner Contact Person
Telephone Email
Mailing address
Street
City State Zip
4 NPDES permit number assigned by EPA
NPDES permit is (check all that apply RGP DGP CGP
MSGP Individual NPDES permit Other if so specify
5 Other regulatory program(s) that apply to the site (check all that apply)
MA Chapter 21e list RTN(s) CERCLA
UIC Program
NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit
CWA Section 404
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 15 of 24
B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)
Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River
2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No
Are sensitive receptors present near the site (check one) Yes No
If yes specify
3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any
pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part
46 of the RGP
4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in
Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire
5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in
accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire
6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No
If yes indicate date confirmation received
7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII
(check one) Yes No
C Source water information
1 Source water(s) is (check any that apply)
Contaminated groundwater
Has the operator attached a summary of influent
sampling results as required in Part 42 of the RGP
in accordance with the instruction in Appendix
VIII (check one)
Yes No
Contaminated surface water
Has the operator attached a summary of influent
sampling results as required in Part 42 of the
RGP in accordance with the instruction in
Appendix VIII (check one)
Yes No
The receiving water Potable water if so indicate
municipality or origin
A surface water other
than the receiving water if
so indicate waterbody Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 16 of 24
2 Source water contaminants
a For source waters that are contaminated groundwater or contaminated
surface water indicate are any contaminants present that are not included in
the RGP (check one) Yes No If yes indicate the contaminant(s) and
the maximum concentration present in accordance with the instructions in
Appendix VIII
b For a source water that is a surface water other than the receiving water potable water
or other indicate any contaminants present at the maximum concentration in accordance
with the instructions in Appendix VIII (check one) Yes No
3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No
D Discharge information
1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source
Outfall(s) Outfall location(s) (Latitude Longitude)
Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify
A private storm sewer system A municipal storm sewer system
If the discharge enters the receiving water via a private or municipal storm sewer system
Has notification been provided to the owner of this system (check one) Yes No
Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for
obtaining permission
Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No
Provide the expected start and end dates of discharge(s) (monthyear)
Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge
Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 17 of 24
2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)
I ndash Petroleum-Related Site Remediation
II ndash Non-Petroleum-Related Site Remediation
III ndash Contaminated Site Dewatering
IV ndash Dewatering of Pipelines and Tanks
V ndash Aquifer Pump Testing
VI ndash Well DevelopmentRehabilitation
VII ndash Collection Structure DewateringRemediation
VIII ndash Dredge-Related Dewatering
a If Activity Category I or II (check all that apply)
A Inorganics
B Non-Halogenated Volatile Organic Compounds
C Halogenated Volatile Organic Compounds
D Non-Halogenated Semi-Volatile Organic Compounds
E Halogenated Semi-Volatile Organic Compounds
F Fuels Parameters
b If Activity Category III IV V VI VII or VIII (check either G or H)
G Sites with Known
Contamination H Sites with Unknown Contamination
c If Category III-G IV-G V-G VI-G
VII-G or VIII-G (check all that apply)
A Inorganics
B Non-Halogenated Volatile
Organic Compounds
C Halogenated Volatile Organic
Compounds
D Non-Halogenated Semi-Volatile
Organic Compounds
E Halogenated Semi-Volatile
Organic Compounds
F Fuels Parameters
d If Category III-H IV-H V-H VI-H VII-H or
VIII-H Contamination Type Categories A through
F apply
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 18 of 24
4 Influent and Effluent Characteristics
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
A Inorganics
Ammonia Report mgL ---
Chloride Report microgl ---
Total Residual Chlorine 02 mgL
Total Suspended Solids 30 mgL
Antimony 206 microgL
Arsenic 104 microgL
Cadmium 102 microgL
Chromium III 323 microgL
Chromium VI 323 microgL
Copper 242 microgL
Iron 5000 microgL
Lead 160 microgL
Mercury 0739 microgL
Nickel 1450 microgL
Selenium 2358 microgL
Silver 351 microgL
Zinc 420 microgL
Cyanide 178 mgL
B Non-Halogenated VOCs
Total BTEX 100 microgL ---
Benzene 50 microgL ---
14 Dioxane 200 microgL ---
Acetone 797 mgL ---
Phenol 1080 microgL
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 19 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
C Halogenated VOCs
Carbon Tetrachloride 44 microgL
12 Dichlorobenzene 600 microgL ---
13 Dichlorobenzene 320 microgL ---
14 Dichlorobenzene 50 microgL ---
Total dichlorobenzene 763 microgL in NH ---
11 Dichloroethane 70 microgL ---
12 Dichloroethane 50 microgL ---
11 Dichloroethylene 32 microgL ---
Ethylene Dibromide 005 microgL ---
Methylene Chloride 46 microgL ---
111 Trichloroethane 200 microgL ---
112 Trichloroethane 50 microgL ---
Trichloroethylene 50 microgL ---
Tetrachloroethylene 50 microgL
cis-12 Dichloroethylene 70 microgL ---
Vinyl Chloride 20 microgL ---
D Non-Halogenated SVOCs
Total Phthalates 190 microgL
Diethylhexyl phthalate 101 microgL
Total Group I PAHs 10 microgL ---
Benzo(a)anthracene
As Total PAHs
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Dibenzo(ah)anthracene
Indeno(123-cd)pyrene
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 20 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
Total Group II PAHs 100 microgL ---
Naphthalene 20 microgL ---
E Halogenated SVOCs
Total PCBs 0000064 microgL ---
Pentachlorophenol 10 microgL ---
F Fuels Parameters
Total Petroleum
Hydrocarbons 50 mgL ---
Ethanol Report mgL ---
Methyl-tert-Butyl Ether 70 microgL
tert-Butyl Alcohol 120 microgL in MA
40 microgL in NH ---
tert-Amyl Methyl Ether 90 microgL in MA
140 microgL in NH ---
Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 21 of 24
E Treatment system information
1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)
AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption
Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify
2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge
Identify each major treatment component (check any that apply)
Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter
Chemical feed tank Air stripping unit Bag filter Other if so specify
Indicate if either of the following will occur (check any that apply)
Chlorination De-chlorination
3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component
Indicate the most limiting component
Is use of a flow meter feasible (check one) Yes No if so provide justification
Provide the proposed maximum effluent flow in gpm
Provide the average effluent flow in gpm
If Activity Category IV applies indicate the estimated total volume of water that will be discharged
4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 22 of 24
F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)
Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify
2 Provide the following information for each chemicaladditive using attachments if necessary
a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and
f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))
3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance
with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section
307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive
(check one) Yes No
G Endangered Species Act eligibility determination
1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the
ldquoaction areardquo
FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)
or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat
(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)
Yes No
FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical
habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and
related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the
FWS This determination was made by (check one) the operator EPA Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 23 of 24
NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of
listed species Has the operator previously completed consultation with NMFS (check one) Yes No
2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No
Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach
H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on
historic properties
Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties
Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse
effect on historic properties
2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No
Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or
other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No
I Supplemental information
Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary
Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No
Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No
Site RTNs
MA Limits WQBEL
Outfall 001
Enter number values in green boxes below Enter values in the units specified
darr
625 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
1079
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10786
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 23729 microgL
40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL
21572 microgL
MA Limits WQBEL
Outfall 002
Enter number values in green boxes below Enter values in the units specified
darr
00026 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
102
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 22 microgL
00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL
20 microgL
Dilution Calculation
Determination
From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM
Hi Jake
It was nice speaking to you earlier today
The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102
Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage
Please let me know if you have any questions
Happy New Year Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Xiaodon
I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime
Thank you
Jake
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617
M 5089309812 jjenningslrt-llcnet
From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs
Hi Jake
There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)
According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River
To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2
7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD
Design flow = 400 gpm =058 MGD
Dilution Factor at outfall 001 = (058 +625)058 = 1079
For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday
Please let me know if we can have a phone call anytime Monday - Wednesday
I hope you have a lovely holiday Regards Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Cathy and Xiaodan
I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated
Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval
The project
1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm
The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417
Have a great holiday
Thank you
Jake Jennings
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet
Appendix B
Laboratory Data
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
December 31 2020
John Henry
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Project Location 1600 Osgood St
Client Job Number
Project Number 2-2137
Laboratory Work Order Number 20L0887
Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions
concerning this report please feel free to contact me
Sincerely
Kerry K McGee
Project Manager
Page 1 of 44
Table of Contents
Table of Contents
Sample Summary 4
Case Narrative 5
Sample Results 8
20L0887-01 8
20L0887-02 17
Sample Preparation Information 19
QC Data 21
Volatile Organic Compounds by GCMS 21
B273078 21
Semivolatile Organic Compounds by GCMS 23
B273270 23
Semivolatile Organic Compounds by - GCMS 24
B273158 24
Polychlorinated Biphenyls By GCECD 28
B273089 28
Metals Analyses (Total) 29
B273164 29
B273165 29
B273201 30
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31
B273029 31
B273038 31
B273059 31
B273112 31
B273331 32
Page 2 of 44
Table of Contents
Table of Contents (continued)
B273396
Drinking Water Organics EPA 5041
B273121
Dual Column RPD Report
FlagQualifier Summary
Certifications
Chain of CustodySample Receipt
32
33
33
34
38
39
43
Page 3 of 44
[TOC_1]Sample Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Lockwood Remediation Technologies LLC
89 Crawford Street REPORT DATE 12312020
Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137
ATTN John Henry
PROJECT NUMBER 2-2137
ANALYTICAL SUMMARY
WORK ORDER NUMBER 20L0887
The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report
PROJECT LOCATION 1600 Osgood St
FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB
Influent 20L0887-01 Ground Water 6083
6241
6251
EPA 1664B
EPA 2007
EPA 2008
EPA 2451
EPA 3000
EPA 3501
EPA 5041
SM21-22 2540D
SM21-22 3500 Cr B
SM21-22 4500 CL G
SM21-22 4500 CN E MA M-MA-086CT
PH-0574NY11148
Tri Chrome Calc
Receiving Water 20L0887-02 Ground Water EPA 2007
EPA 2008
EPA 2451
EPA 3501
SM21-22 3500 Cr B
Tri Chrome Calc
Page 4 of 44
[TOC_1]Case Narrative[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CASE NARRATIVE SUMMARY
All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report
REVISED REPORT - 12312020 - Ethanol addded per clients request
Page 5 of 44
V-05
L-04
L-07
R-05
S-07
V-04
V-05
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
6241
Qualifications
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Ethanol
20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1
6251
Qualifications
Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this
compound is likely to be biased on the low side Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD
between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified
2-Chloronaphthalene
B273158-BSD1
N-Nitrosodimethylamine
B273158-BSD1
Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this
compound Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10
Analyte amp Samples(s) Qualified
246-Tribromophenol
20L0887-01[Influent]
Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method
specified criteria Reported result is estimated Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Page 6 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing
I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed
in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the
best of my knowledge and belief accurate and complete
Lisa A Worthington
Technical Representative
Page 7 of 44
[TOC_2]20L0887-01[TOC]
[TOC_1]Sample Results[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Volatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD
tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD
Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD
Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD
Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD
tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD
Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD
Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD
Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD
Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD
Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD
Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD
14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD
trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD
12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD
trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD
Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD
Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD
Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD
Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD
1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD
Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD
Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD
111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD
Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD
Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD
o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD
Surrogates Recovery Recovery Limits FlagQual
12-Dichloroethane-d4 833 70-130 121920 343
Toluene-d8 954 70-130 121920 343
4-Bromofluorobenzene 102 70-130 121920 343
Page 8 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA
Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA
Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA
Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA
Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA
Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA
Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA
Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA
Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol (SIM) 387 15-110 122220 2031
Phenol-d6 (SIM) 307 15-110 122220 2031
Nitrobenzene-d5 732 30-130 122220 2031
2-Fluorobiphenyl 726 30-130 122220 2031
246-Tribromophenol (SIM) 101 15-110 122220 2031
p-Terphenyl-d14 905 30-130 122220 2031
Page 9 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05
Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL
Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL
Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Page 10 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL
Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol 473 15-110 122120 1953
Phenol-d6 377 15-110 122120 1953
Nitrobenzene-d5 686 30-130 122120 1953
2-Fluorobiphenyl 785 30-130 122120 1953
246-Tribromophenol 111 15-110 S-07 122120 1953
p-Terphenyl-d14 880 30-130 122120 1953
Page 11 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Polychlorinated Biphenyls By GCECD
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG
Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG
Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG
Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG
Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG
Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG
Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG
Surrogates Recovery Recovery Limits FlagQual
Decachlorobiphenyl [1] 575 30-150 122120 1252
Decachlorobiphenyl [2] 577 30-150 122120 1252
Tetrachloro-m-xylene [1] 803 30-150 122120 1252
Tetrachloro-m-xylene [2] 835 30-150 122120 1252
Page 12 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH
Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH
Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL
Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV
Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH
Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL
Page 13 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH
Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC
Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL
Page 14 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Drinking Water Organics EPA 5041
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB
Surrogates Recovery Recovery Limits FlagQual
13-Dibromopropane (1) 102 70-130 121820 2221
Page 15 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL
Page 16 of 44
[TOC_2]20L0887-02[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH
Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH
Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL
Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV
Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH
Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL
Page 17 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Page 18 of 44
[TOC_1]Sample Preparation Information[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method SW-846 3510C Analytical Method 6083
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273089 1000 500 121820
Prep Method SW-846 5030B Analytical Method 6241
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273078 5 500 121820
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273158 980 100 121920
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273270 980 100 121920
EPA 1664B
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273396 200 122320
Prep Method EPA 2007 Analytical Method EPA 2007
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273165 500 500 121920
20L0887-01 [Influent] B273165 500 121920
20L0887-02 [Receiving Water] B273165 500 500 121920
20L0887-02 [Receiving Water] B273165 500 121920
Prep Method EPA 2008 Analytical Method EPA 2008
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273164 500 500 121920
20L0887-02 [Receiving Water] B273164 500 500 121920
Prep Method EPA 2451 Analytical Method EPA 2451
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273201 600 600 122120
20L0887-02 [Receiving Water] B273201 600 600 122120
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
Page 19 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273112 100 100 121820
EPA 3501
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273331 100 100 122220
20L0887-02 [Receiving Water] B273331 100 100 122220
Prep Method EPA 504 water Analytical Method EPA 5041
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273121 360 350 121820
SM21-22 2540D
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273059 100 121820
SM21-22 3500 Cr B
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273029 500 500 121620
20L0887-02 [Receiving Water] B273029 500 500 121620
SM21-22 4500 CL G
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273038 100 100 121620
Prep Method EPA 2008 Analytical Method Tri Chrome Calc
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273164 500 121920
20L0887-02 [Receiving Water] B273164 500 121920
Page 20 of 44
[TOC_2]Volatile Organic Compounds by GCMS[TOC]
[TOC_3]B273078[TOC]
[TOC_1]QC Data[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
Blank (B273078-BLK1) Prepared 121820 Analyzed 121920
Acetone ND 500 microgL
tert-Amyl Methyl Ether (TAME) ND 0500 microgL
Benzene ND 100 microgL
Bromodichloromethane ND 200 microgL
Bromoform ND 200 microgL
Bromomethane ND 200 microgL
tert-Butyl Alcohol (TBA) ND 200 microgL
Carbon Tetrachloride ND 200 microgL
Chlorobenzene ND 200 microgL
Chlorodibromomethane ND 200 microgL
Chloroethane ND 200 microgL
Chloroform ND 200 microgL
Chloromethane ND 200 microgL
12-Dichlorobenzene ND 200 microgL
13-Dichlorobenzene ND 200 microgL
14-Dichlorobenzene ND 200 microgL
12-Dichloroethane ND 200 microgL
11-Dichloroethane ND 200 microgL
11-Dichloroethylene ND 200 microgL
trans-12-Dichloroethylene ND 200 microgL
12-Dichloropropane ND 200 microgL
cis-13-Dichloropropene ND 200 microgL
14-Dioxane ND 500 microgL
trans-13-Dichloropropene ND 200 microgL
Ethanol ND 500 microgL V-05
Ethylbenzene ND 200 microgL
Methyl tert-Butyl Ether (MTBE) ND 200 microgL
Methylene Chloride ND 500 microgL
1122-Tetrachloroethane ND 200 microgL
Tetrachloroethylene ND 200 microgL
Toluene ND 100 microgL
111-Trichloroethane ND 200 microgL
112-Trichloroethane ND 200 microgL
Trichloroethylene ND 200 microgL
Trichlorofluoromethane (Freon 11) ND 200 microgL
Vinyl Chloride ND 200 microgL
m+p Xylene ND 200 microgL
o-Xylene ND 100 microgL
Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130
Surrogate Toluene-d8 232 microgL 250 930 70-130
Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Acetone 170 500 microgL 200 858 70-160
tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130
Benzene 16 100 microgL 200 822 65-135
Bromodichloromethane 19 200 microgL 200 968 65-135
Bromoform 24 200 microgL 200 121 70-130
Bromomethane 16 200 microgL 200 790 15-185
tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160
Carbon Tetrachloride 18 200 microgL 200 905 70-130
Chlorobenzene 21 200 microgL 200 103 65-135
Page 21 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Chlorodibromomethane 21 200 microgL 200 107 70-135
Chloroethane 17 200 microgL 200 834 40-160
Chloroform 17 200 microgL 200 872 70-135
Chloromethane 60 200 microgL 200 300 20-205
12-Dichlorobenzene 18 200 microgL 200 905 65-135
13-Dichlorobenzene 18 200 microgL 200 924 70-130
14-Dichlorobenzene 18 200 microgL 200 896 65-135
12-Dichloroethane 20 200 microgL 200 100 70-130
11-Dichloroethane 18 200 microgL 200 893 70-130
11-Dichloroethylene 19 200 microgL 200 932 50-150
trans-12-Dichloroethylene 17 200 microgL 200 852 70-130
12-Dichloropropane 20 200 microgL 200 996 35-165
cis-13-Dichloropropene 17 200 microgL 200 852 25-175
14-Dioxane 200 500 microgL 200 101 40-130
trans-13-Dichloropropene 18 200 microgL 200 916 50-150
Ethanol 150 500 microgL 200 738 40-160 V-05
Ethylbenzene 20 200 microgL 200 989 60-140
Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130
Methylene Chloride 15 500 microgL 200 738 60-140
1122-Tetrachloroethane 20 200 microgL 200 100 60-140
Tetrachloroethylene 22 200 microgL 200 112 70-130
Toluene 18 100 microgL 200 902 70-130
111-Trichloroethane 19 200 microgL 200 934 70-130
112-Trichloroethane 21 200 microgL 200 103 70-130
Trichloroethylene 19 200 microgL 200 947 65-135
Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150
Vinyl Chloride 13 200 microgL 200 662 5-195
m+p Xylene 40 200 microgL 400 101 70-130
o-Xylene 20 100 microgL 200 100 70-130
Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130
Surrogate Toluene-d8 240 microgL 250 961 70-130
Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130
Page 22 of 44
[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]
[TOC_3]B273270[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273270 - SW-846 3510C
LCS (B273270-BS1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143
Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410
Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159
Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434
Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158
Chrysene (SIM) 40 microgL 500 835 17-168417
Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227
Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426
Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176
Surrogate 2-Fluorophenol 855 microgL 200 427 15-110
Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110
Surrogate Phenol-d6 657 microgL 200 328 15-110
Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110
Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130
Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130
Surrogate 246-Tribromophenol 124 microgL 140 884 15-110
Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110
Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130
LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53
Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72
Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71
Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63
Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82
Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87
Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126
Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99
Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86
Surrogate 2-Fluorophenol 897 microgL 200 448 15-110
Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110
Surrogate Phenol-d6 708 microgL 200 354 15-110
Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110
Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130
Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130
Surrogate 246-Tribromophenol 136 microgL 140 972 15-110
Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110
Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130
Page 23 of 44
[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]
[TOC_3]B273158[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
4-Nitrophenol
N-Nitrosodimethylamine
N-Nitrosodi-n-propylamine
2-Methylnaphthalene
Phenanthrene
2-Methylphenol
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
102
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
100
100
100
500
500
100
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
200 509 15-110
L-04 R-05 V-04
V-05
Page 24 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1) Prepared 121920 Analyzed 122120
Surrogate Phenol-d6 777 microgL 200 389 15-110
Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130
Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130
Surrogate 246-Tribromophenol 144 microgL 140 102 15-110
Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130
LCS (B273158-BS1) Prepared 121920 Analyzed 122120
Acenaphthene 409 500 microgL 500 817 47-145
Acenaphthylene 398 500 microgL 500 797 33-145
Anthracene 406 500 microgL 500 812 27-133
Benzidine
Benzo(ghi)perylene
817
479
200
500
microgL
microgL
100 817 40-140
500 957 10-219
V-04 V-05 L-04
R-05
4-Bromophenylphenylether 376 100 microgL 500 751 53-127
Butylbenzylphthalate 400 100 microgL 500 800 10-152
4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147
Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158
Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166
2-Chloronaphthalene 336 100 microgL 500 672 60-120
2-Chlorophenol 364 100 microgL 500 728 23-134
4-Chlorophenylphenylether 388 100 microgL 500 776 25-158
Di-n-butylphthalate 389 100 microgL 500 778 10-120
13-Dichlorobenzene 302 500 microgL 500 604 10-172
14-Dichlorobenzene 311 500 microgL 500 622 20-124
12-Dichlorobenzene 319 500 microgL 500 638 32-129
33-Dichlorobenzidine 427 100 microgL 100 427 10-262
24-Dichlorophenol 414 100 microgL 500 827 39-135
Diethylphthalate 390 100 microgL 500 780 10-120
24-Dimethylphenol 368 100 microgL 500 737 32-120
Dimethylphthalate 385 100 microgL 500 770 10-120
46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181
24-Dinitrophenol 512 100 microgL 500 102 10-191
24-Dinitrotoluene 433 100 microgL 500 865 39-139
26-Dinitrotoluene 432 100 microgL 500 864 50-158
Di-n-octylphthalate 384 100 microgL 500 767 4-146
12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140
Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158
Fluoranthene 404 500 microgL 500 807 26-137
Fluorene 411 500 microgL 500 821 59-121
Hexachlorobenzene 401 100 microgL 500 802 10-152
Hexachlorobutadiene 335 100 microgL 500 670 24-120
Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140
Hexachloroethane 301 100 microgL 500 602 40-120
Isophorone 401 100 microgL 500 802 21-196
Naphthalene 363 500 microgL 500 727 21-133
Nitrobenzene 350 100 microgL 500 701 35-180
2-Nitrophenol 443 100 microgL 500 886 29-182
4-Nitrophenol 232 100 microgL 500 463 10-132
N-Nitrosodimethylamine 204 100 microgL 500 407 40-140
N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230
2-Methylnaphthalene 424 500 microgL 500 848 40-140
Phenanthrene 402 500 microgL 500 803 54-120
2-Methylphenol 362 100 microgL 500 725 40-140
Page 25 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS (B273158-BS1)
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
Surrogate Phenol-d6
Surrogate Nitrobenzene-d5
Surrogate 2-Fluorobiphenyl
Surrogate 246-Tribromophenol
Surrogate p-Terphenyl-d14
180
349
395
346
425
111
867
760
821
153
876
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 361 5-120
500 699 40-140
500 790 52-120
500 691 44-142
500 851 37-144
200 553 15-110
200 434 15-110
100 760 30-130
100 821 30-130
140 109 15-110
100 876 30-130
LCS Dup (B273158-BSD1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
354
338
354
520
408
331
345
364
286
298
272
311
333
337
243
247
262
370
352
339
305
336
392
450
377
374
322
314
339
355
355
351
270
296
246
339
296
294
365
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 708 47-145
500 677 33-145
500 708 27-133
100 520 40-140
500 816 10-219
500 662 53-127
500 690 10-152
500 729 22-147
500 571 12-158
500 597 36-166
500 544 60-120
500 623 23-134
500 665 25-158
500 674 10-120
500 485 10-172
500 494 20-124
500 524 32-129
100 370 10-262
500 705 39-135
500 678 10-120
500 610 32-120
500 672 10-120
500 785 10-181
500 901 10-191
500 754 39-139
500 747 50-158
500 644 4-146
500 628 40-140
500 678 8-158
500 711 26-137
500 711 59-121
500 703 10-152
500 539 24-120
500 593 40-140
500 493 40-120
500 678 21-196
500 593 21-133
500 588 35-180
500 730 29-182
143
163
136
444
159
127
147
131
155
163
211
157
154
143
217
231
195
144
160
140
189
135
125
129
138
145
175
116
154
127
144
132
216
195
199
168
203
175
194
48
74
66
30
97
43
60
73
108
76
24
61
61
47
30
30
30
108
50
100
58
183
203
132
42
48
69
30
82
66
38
55
62
30
52
93
65
62
55
L-04 R-05 V-04
V-05
L-07
Page 26 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120
4-Nitrophenol 213 100 microgL 500 426 10-132 841 131
N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07
N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87
2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30
Phenanthrene 352 500 microgL 500 704 54-120 132 39
2-Methylphenol 323 100 microgL 500 647 40-140 114 30
Phenol 160 100 microgL 500 320 5-120 121 64
34-Methylphenol 310 200 microgL 500 619 40-140 121 30
Pyrene 347 500 microgL 500 694 52-120 130 49
124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50
246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58
Surrogate 2-Fluorophenol 957 microgL 200 479 15-110
Surrogate Phenol-d6 760 microgL 200 380 15-110
Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130
Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130
Surrogate 246-Tribromophenol 129 microgL 140 920 15-110
Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130
Page 27 of 44
[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]
[TOC_3]B273089[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Polychlorinated Biphenyls By GCECD - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273089 - SW-846 3510C
Blank (B273089-BLK1) Prepared 121820 Analyzed 122120
Aroclor-1016 ND 0100 microgL
Aroclor-1016 [2C] ND 0100 microgL
Aroclor-1221 ND 0100 microgL
Aroclor-1221 [2C] ND 0100 microgL
Aroclor-1232 ND 0100 microgL
Aroclor-1232 [2C] ND 0100 microgL
Aroclor-1242 ND 0100 microgL
Aroclor-1242 [2C] ND 0100 microgL
Aroclor-1248 ND 0100 microgL
Aroclor-1248 [2C] ND 0100 microgL
Aroclor-1254 ND 0100 microgL
Aroclor-1254 [2C] ND 0100 microgL
Aroclor-1260 ND 0100 microgL
Aroclor-1260 [2C] ND 0100 microgL
Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150
Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150
Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150
Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150
LCS (B273089-BS1) Prepared 121820 Analyzed 122120
Aroclor-1016 0481 0200 microgL 0500 962 50-140
Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140
Aroclor-1260 0458 0200 microgL 0500 916 8-140
Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140
Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150
Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150
Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150
Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150
LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120
Aroclor-1016 0458 0200 microgL 0500 916 50-140 488
Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628
Aroclor-1260 0423 0200 microgL 0500 847 8-140 784
Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827
Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150
Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150
Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150
Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150
Page 28 of 44
[TOC_2]Metals Analyses (Total)[TOC]
[TOC_3]B273164[TOC]
[TOC_3]B273165[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273164 - EPA 2008
Blank (B273164-BLK1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
10
080
020
10
10
050
50
50
020
10
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
LCS (B273164-BS1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
484
487
473
951
474
477
476
451
955
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
931
969
974
946
951
948
953
952
903
955
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
479
489
476
955
472
480
476
453
954
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
930
959
978
951
955
944
960
951
907
954
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
00503
101
0421
0527
0360
0435
0713
00436
0425
0143
20
20
20
20
20
20
20
20
20
20
Batch B273165 - EPA 2007
Blank (B273165-BLK1) Prepared 121920 Analyzed 122120
Iron
Hardness
ND
ND
0050
14
mgL
mgL
LCS (B273165-BS1) Prepared 121920 Analyzed 122120
Iron
Hardness
412
27
0050
14
mgL
mgL
400
264
103
101
85-115
85-115
Page 29 of 44
[TOC_3]B273201[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273165 - EPA 2007
LCS Dup (B273165-BSD1)
Iron
Hardness
408
26
0050
14
mgL
mgL
Prepared 121920 Analyzed 122120
400 102 85-115
264 993 85-115
0946
130
20
20
Batch B273201 - EPA 2451
Blank (B273201-BLK1)
Mercury ND 000010 mgL
Prepared amp Analyzed 122120
LCS (B273201-BS1)
Mercury 000398 000010 mgL
Prepared amp Analyzed 122120
000400 995 85-115
LCS Dup (B273201-BSD1)
Mercury 000426 000010 mgL
Prepared amp Analyzed 122120
000400 107 85-115 692 20
Page 30 of 44
PAAPHASW-846 Methods (Total)[TOC]
[TOC_3]B273029[TOC]
[TOC_3]B273038[TOC]
[TOC_3]B273059[TOC]
[TOC_3]B273112[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273029 - SM21-22 3500 Cr B
Blank (B273029-BLK1)
Hexavalent Chromium ND 00040 mgL
Prepared amp Analyzed 121620
LCS (B273029-BS1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 101 90-115
LCS Dup (B273029-BSD1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 104 90-115 248 11
Batch B273038 - SM21-22 4500 CL G
Blank (B273038-BLK1)
Chlorine Residual ND 0020 mgL
Prepared amp Analyzed 121620
LCS (B273038-BS1)
Chlorine Residual 066 0020 mgL
Prepared amp Analyzed 121620
0641 102 853-130
LCS Dup (B273038-BSD1)
Chlorine Residual 067 0020 mgL
Prepared amp Analyzed 121620
0641 105 853-130 233 136
Duplicate (B273038-DUP1)
Chlorine Residual
Source 20L0887-01
ND 0020 mgL
Prepared amp Analyzed 121620
ND NC 294
Matrix Spike (B273038-MS1)
Chlorine Residual
Source 20L0887-01
026 0020 mgL
Prepared amp Analyzed 121620
0300 ND 858 10-169
Batch B273059 - SM21-22 2540D
Blank (B273059-BLK1)
Total Suspended Solids ND 25 mgL
Prepared amp Analyzed 121820
LCS (B273059-BS1)
Total Suspended Solids 190 10 mgL
Prepared amp Analyzed 121820
200 950 574-123
Batch B273112 - EPA 3000
Blank (B273112-BLK1)
Chloride ND 10 mgL
Prepared amp Analyzed 121820
LCS (B273112-BS1)
Chloride 10 mgL
Prepared amp Analyzed 121820
100 101 90-110
Page 31 of 44
[TOC_3]B273331[TOC]
[TOC_3]B273396[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273112 - EPA 3000
LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820
Chloride 10 mgL 100 101 90-110 0511 20
Batch B273331 - EPA 3501
Blank (B273331-BLK1) Prepared 122220 Analyzed 122320
Ammonia as N ND 010 mgL
LCS (B273331-BS1) Prepared 122220 Analyzed 122320
Ammonia as N 19 010 mgL 200 966 90-110
LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320
Ammonia as N 20 010 mgL 200 100 90-110 341 20
Batch B273396 - EPA 1664B
Blank (B273396-BLK1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 14 mgL
LCS (B273396-BS1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132
Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18
Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132
Page 32 of 44
[TOC_2]Drinking Water Organics EPA 5041[TOC]
[TOC_3]B273121[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Drinking Water Organics EPA 5041 - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273121 - EPA 504 water
Blank (B273121-BLK1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
ND
110
0021 microgL
microgL
Prepared amp Analyzed 121820
106 104 70-130
LCS (B273121-BS1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0230
106
0021 microgL
microgL
Prepared amp Analyzed 121820
0260 884
104 102
70-130
70-130
LCS Dup (B273121-BSD1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0221
111
0021 microgL
microgL
Prepared amp Analyzed 121820
0257 860
103 108
70-130
70-130
387
Page 33 of 44
[TOC_1]Dual Column RPD Report[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0481
2 0000 0000 0000 0477 06
Aroclor-1260 1 0000 0000 0000 0458
2 0000 0000 0000 0450 22
Page 34 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0458
2 0000 0000 0000 0448 26
Aroclor-1260 1 0000 0000 0000 0423
2 0000 0000 0000 0414 14
Page 35 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0230
Page 36 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0221
Page 37 of 44
[TOC_1]FlagQualifier Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
FLAGQUALIFIER SUMMARY
QC result is outside of established limits
Wide recovery limits established for difficult compound
Wide RPD limits established for difficult compound
Data exceeded client recommended or regulatory level
ND Not Detected
RL Reporting Limit is at the level of quantitation (LOQ)
DL Detection Limit is the lower limit of detection determined by the MDL study
MCL Maximum Contaminant Level
Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the
calculation which have not been rounded
No results have been blank subtracted unless specified in the case narrative section
J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated
concentration (CLP J-Flag)
L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits
Reported value for this compound is likely to be biased on the low side
L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but
the other is within limits RPD between the two LFBLCS results is within method specified criteria
R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any
reported value for this compound
S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All
recoveries are gt 10
V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where
RSD is outside of method specified criteria Reported result is estimated
V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for
this compound
Page 38 of 44
[TOC_1]Certifications[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6083 in Water
Aroclor-1016 CTMANHNYRINCMEVA
Aroclor-1016 [2C] CTMANHNYRINCMEVA
Aroclor-1221 CTMANHNYRINCMEVA
Aroclor-1221 [2C] CTMANHNYRINCMEVA
Aroclor-1232 CTMANHNYRINCMEVA
Aroclor-1232 [2C] CTMANHNYRINCMEVA
Aroclor-1242 CTMANHNYRINCMEVA
Aroclor-1242 [2C] CTMANHNYRINCMEVA
Aroclor-1248 CTMANHNYRINCMEVA
Aroclor-1248 [2C] CTMANHNYRINCMEVA
Aroclor-1254 CTMANHNYRINCMEVA
Aroclor-1254 [2C] CTMANHNYRINCMEVA
Aroclor-1260 CTMANHNYRINCMEVA
Aroclor-1260 [2C] CTMANHNYRINCMEVA
6241 in Water
Acetone CTNYMANH
tert-Amyl Methyl Ether (TAME) MA
Benzene CTNYMANHRINCMEVA
Bromodichloromethane CTNYMANHRINCMEVA
Bromoform CTNYMANHRINCMEVA
Bromomethane CTNYMANHRINCMEVA
tert-Butyl Alcohol (TBA) NYMA
Carbon Tetrachloride CTNYMANHRINCMEVA
Chlorobenzene CTNYMANHRINCMEVA
Chlorodibromomethane CTNYMANHRINCMEVA
Chloroethane CTNYMANHRINCMEVA
Chloroform CTNYMANHRINCMEVA
Chloromethane CTNYMANHRINCMEVA
12-Dichlorobenzene CTNYMANHRINCMEVA
13-Dichlorobenzene CTNYMANHRINCMEVA
14-Dichlorobenzene CTNYMANHRINCMEVA
12-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethylene CTNYMANHRINCMEVA
trans-12-Dichloroethylene CTNYMANHRINCMEVA
12-Dichloropropane CTNYMANHRINCMEVA
cis-13-Dichloropropene CTNYMANHRINCMEVA
14-Dioxane MA
trans-13-Dichloropropene CTNYMANHRINCMEVA
Ethanol NYMANH
Ethylbenzene CTNYMANHRINCMEVA
Methyl tert-Butyl Ether (MTBE) NYMANHNC
Methylene Chloride CTNYMANHRINCMEVA
Naphthalene NYMANC
1122-Tetrachloroethane CTNYMANHRINCMEVA
Tetrachloroethylene CTNYMANHRINCMEVA
Page 39 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6241 in Water
Toluene CTNYMANHRINCMEVA
124-Trichlorobenzene MANC
111-Trichloroethane CTNYMANHRINCMEVA
112-Trichloroethane CTNYMANHRINCMEVA
Trichloroethylene CTNYMANHRINCMEVA
Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA
Vinyl Chloride CTNYMANHRINCMEVA
m+p Xylene CTNYMANHRINC
o-Xylene CTNYMANHRINC
6251 in Water
Acenaphthene CTMANHNYNCRIMEVA
Acenaphthylene CTMANHNYNCRIMEVA
Anthracene CTMANHNYNCRIMEVA
Benzidine CTMANHNYNCRIMEVA
Benzo(ghi)perylene CTMANHNYNCRIMEVA
4-Bromophenylphenylether CTMANHNYNCRIMEVA
Butylbenzylphthalate CTMANHNYNCRIMEVA
4-Chloro-3-methylphenol CTMANHNYNCRIVA
Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA
Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA
2-Chloronaphthalene CTMANHNYNCRIMEVA
2-Chlorophenol CTMANHNYNCRIMEVA
4-Chlorophenylphenylether CTMANHNYNCRIMEVA
Di-n-butylphthalate CTMANHNYNCRIMEVA
13-Dichlorobenzene MANC
14-Dichlorobenzene MANC
12-Dichlorobenzene MANC
33-Dichlorobenzidine CTMANHNYNCRIMEVA
24-Dichlorophenol CTMANHNYNCRIMEVA
Diethylphthalate CTMANHNYNCRIMEVA
24-Dimethylphenol CTMANHNYNCRIMEVA
Dimethylphthalate CTMANHNYNCRIMEVA
46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA
24-Dinitrophenol CTMANHNYNCRIMEVA
24-Dinitrotoluene CTMANHNYNCRIMEVA
26-Dinitrotoluene CTMANHNYNCRIMEVA
Di-n-octylphthalate CTMANHNYNCRIMEVA
12-DiphenylhydrazineAzobenzene NC
Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA
Fluoranthene CTMANHNYNCRIMEVA
Fluorene CTMANHNYNCRIMEVA
Hexachlorobenzene CTMANHNYNCRIMEVA
Hexachlorobutadiene CTMANHNYNCRIMEVA
Hexachlorocyclopentadiene CTMANHNYNCRIMEVA
Hexachloroethane CTMANHNYNCRIMEVA
Isophorone CTMANHNYNCRIMEVA
Page 40 of 44
Table of Contents
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CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6251 in Water
Naphthalene CTMANHNYNCRIMEVA
Nitrobenzene CTMANHNYNCRIMEVA
2-Nitrophenol CTMANHNYNCRIMEVA
4-Nitrophenol CTMANHNYNCRIMEVA
N-Nitrosodimethylamine CTMANHNYNCRIMEVA
N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA
2-Methylnaphthalene NC
Phenanthrene CTMANHNYNCRIMEVA
2-Methylphenol NYNC
Phenol CTMANHNYNCRIMEVA
34-Methylphenol NYNC
Pyrene CTMANHNYNCRIMEVA
124-Trichlorobenzene CTMANHNYNCRIMEVA
246-Trichlorophenol CTMANHNYNCRIMEVA
2-Fluorophenol NC
2-Fluorophenol NCVA
Phenol-d6 VA
Nitrobenzene-d5 VA
EPA 2007 in Water
Iron CTMANHNYRINCMEVA
Hardness CTMANHNYRIVA
EPA 2008 in Water
Antimony CTMANHNYRINCMEVA
Arsenic CTMANHNYRINCMEVA
Cadmium CTMANHNYRINCMEVA
Chromium CTMANHNYRINCMEVA
Copper CTMANHNYRINCMEVA
Lead CTMANHNYRINCMEVA
Nickel CTMANHNYRINCMEVA
Selenium CTMANHNYRINCMEVA
Silver CTMANHNYRINCMEVA
Zinc CTMANHNYRINCMEVA
EPA 2451 in Water
Mercury CTMANHRINYNCMEVA
EPA 3000 in Water
Chloride NCNYMAVAMENHCTRI
EPA 3501 in Water
Ammonia as N NCNYMANHRIMEVA
SM21-22 2540D in Water
Total Suspended Solids CTMANHNYRINCMEVA
SM21-22 3500 Cr B in Water
Hexavalent Chromium NYCTNHRIMEVANC
SM21-22 4500 CL G in Water
Chlorine Residual CTMARIME
Page 41 of 44
Table of Contents
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CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
SM21-22 4500 CN E in Water
Cyanide CTMANHNYRINCMEVA
Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations
Code Description Number Expires
AIHA AIHA-LAP LLC - ISO170252017 100033 0312022
MA Massachusetts DEP M-MA100 06302021
CT Connecticut Department of Publilc Health PH-0567 09302021
NY New York State Department of Health 10899 NELAP 0412021
NH-S New Hampshire Environmental Lab 2516 NELAP 0252021
RI Rhode Island Department of Health LAO00112 12302020
NC North Carolina Div of Water Quality 652 12312020
NJ New Jersey DEP MA007 NELAP 06302021
FL Florida Department of Health E871027 NELAP 06302021
VT Vermont Department of Health Lead Laboratory LL720741 07302021
ME State of Maine MA00100 0692021
VA Commonwealth of Virginia 460217 12142021
NH-P New Hampshire Environmental Lab 2557 NELAP 0962021
VT-DW Vermont Department of Health Drinking Water VT-255716 06122021
NC-DW North Carolina Department of Health 25703 07312021
PA Commonwealth of Pennsylvania DEP 68-05812 06302021
MI Dept of Env Great Lakes and Energy 9100 0962021
Page 42 of 44
Table of Contents
Page 43 of 44
Table of Contents
Page 44 of 44
Appendix C
Cutsheets
1
2
31
2
1
2
ROD HOOPS
C B A
6 EXTERNAL FEED LINE w
WELDED NIPPLE amp FISH PLATE 313
3
8
169
5
16
6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w
1
BLIND FLANGE 6 BUTTERFLY VALVE
1
(2)
1
2
Couplings
w Plugs
(3) 22 MANWAYS
6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE
ADD LIGHT PROTECTION
BARS BEHIND LIGHTS
480
GLADHAND w FISH PLATE
568
9
16
TUBE 4 x 2 x
1
4
x 65
7
8
TUBE 4 x 2 x
1
4
x 65
3
8
66
TOP OF WEIR TOP OF WEIR
6 TYP
65
1
2
WEIR WEIR
503
C B A
STANDARD SPECIFICATION
CAPACITY 18480 GALLONS (440 BBL)
SIDE SHEETS 14 A36 PLATE
FRONT SHEET 14 A36 PLATE
REAR SHEET 14 A36 PLATE
FLOOR 14 A36 PLATE
MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL
FLOOR CROSSMEMBERS 14 A36 PLATE
SIDE STAKES ONE PIECE 316 A36 PLATE
SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY
AXLE 775 TRACK 22500 LBS CAPACITY
TIRES 11R225 RADIAL
WHEELS 825 x 225 STEEL
MANWAYS 3 - 22 DIA CURB SIDE
VALVES 3 - 6 BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (REAR)
2 - 6 BLIND FLANGE CONNECTION (REAR)
INLET PIPING 1 - 6 PIPE SYSTEM (REAR)
BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)
(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)
PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT
(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT
2
ROD HOOPS
16
UNDER WEIR
OVER WEIR
TUBE 4 x 2 x
1
4
x 95
3
8
STIFFENER
12
90
11
16
T
YP
102
11
16
8T
YP
SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A
NOTE
This drawing is a representation baseline for this model of tank Variations between
this drawing and the actual equipment do exist primarily with appurtenance locations
sizes and quantities
65
3
4
102
118
86
11
16
16
ALL CONNECTIONS MUST
HAVE INTERNAL FLANGES
4 TYP
5
11
16
1
2
ROD HOOPS
22
512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031
PINNACLE MFG THIS DRAWING amp ALL INFORMATION
OTHERWISE NOTED
TOLERANCE UNLESS
NOTES
THEREON IS THE PROPERTY OF
PINNACLE Mfg LLC
1 DO NOT SCALE PRINT
X plusmn 060
2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST
XX plusmn 030
3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS
XXX plusmn 010
MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS
AL470-WT
Lockwood Spec
MATERIAL MATERIAL
FIRST USED ECN
DRW FK
DRAWING NO
SIZE REV
DATE 17-1004
SCALE NTS
BOOK NO
DESCRIPTION
PLASMA DXF FILE
B
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
24
20
CATION EXCHANGE RESIN SOFTENING GRADE
Na FORM CGS
RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do
NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY
FEATURES amp BENEFITS
bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners
bull LOW COLOR THROW
bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop
bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA
Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse
HYDRAULIC PROPERTIES
Pressure Loss Backwash Expansion 100
40degF 60degF 80degF 100degF
40degF 60degF 80degF 100degF
Perc
ent
of E
xpan
sion
80
60
40
20
psi
ft o
f Res
in
16
12
04
00 0 00 50 100 150 200 00 30 60 90 120
gpm sqft gpm sqft
PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures
160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom
08
RESINTECHreg CGS
PHYSICAL PROPERTIES
Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity
Sodium form gt18 meqmL Water Retention
Sodium form 40 to 52 percent Approximate Shipping Weight
Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request
SUGGESTED OPERATING CONDITIONS
Maximum continuous temperature Sodium form 250˚F
Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration
Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft
APPLICATIONS
SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications
0 0 5 10 15 20
5
10
15
20
25
30
Cap
acit
y K
ilogr
ains
per
cu
ft
Salt Dose lbs per cu ft
CGS Softening Capacity
Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied
0 0 5 10 15 20
3
6
9
12
15
Leak
age
ppm
as
CaCO
3
Salt Dose lbs per cu ft
CGS Hardness Leakage
Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support
East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins
MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11
SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM
reg
RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers
FEATURES amp BENEFITS
bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA
bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers
bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS
bull SUPERIOR PHYSICAL STABILITY
bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications
For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels
HYDRAULIC PROPERTIES
Pres
sure
Dro
p p
sift
3
2
1
0
0 2 4
Pressure Drop
o F40
o F60
o F80
100o F
6 8 10 12 14 16 18 20
Flow Rate gpmsqft
Perc
ent E
xpan
sion
100
80
60
40
20
0
00
Backwash Expansion
o F40 o F
60o F
80
100
10 20 30
Flow Rate gpmsqft
o F
40
PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign
matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form
1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom
RESINTECHreg SBG1
PHYSICAL PROPERTIES
Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3
+Clndash
Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50
+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent
pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention
Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent
Solubility Insoluble Approximate Shipping Weight
Cl Form 44 lbscuft OH Form 41 lbscuft
Swelling Cl- to OH- 18 to 25 percent Total Capacity
Cl Form 145 meqml min OH Form 115 meqml min
SUGGESTED OPERATING CONDITIONS
Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF
Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates
Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft
OPERATING CAPACITY
The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table
Pounds NaOHft3
Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3
4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222
APPLICATIONS
DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications
RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams
Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions
RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates
CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins
Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions
SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC
GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS
PERFORMANCE
ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better
RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)
160degF constant PRESSURE RATING 150 psi
MATERIALS
TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel
Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact
plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional
REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The
register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking
hasp COATING Fusion-bonded epoxy
OPTIONS
bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal
flowrates bull Electronic Propeller Meter available in all sizes of this
model bull A complete line of flow recordingcontrol
instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results
McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS
Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order
FOR MORE INFORMATION CONTACT
copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom
Appendix D
Supporting Information
- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR
^ _ _ a _ _ _ bc
13
13
13 13 13 13 13 13 13 13 13 13 13
Documentation of the Results of the ESA Eligibility Determination
Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area
An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site
bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County
Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat
Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat
United States Department of the Interior FISH AND WILDLIFE SERVICE
New England Ecological Services Field Office 70 Commercial Street Suite 300
Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104
httpwwwfwsgovnewengland
In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street
Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project
To Whom It May Concern
The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)
New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list
The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat
2 12162020 Event Code 05E1NE00-2021-E-02261
A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212
If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at
httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats
Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml
We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office
Attachment(s)
Official Species List
1 12162020 Event Code 05E1NE00-2021-E-02261
Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action
This species list is provided by
New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541
2 12162020 Event Code 05E1NE00-2021-E-02261
Project Summary Consultation Code 05E1NE00-2021-SLI-0752
Event Code 05E1NE00-2021-E-02261
Project Name 1600 Osgood Street
Project Type Water Withdrawal Depletion
Project Description Construction Dewatering
Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W
Counties Essex MA
3 12162020 Event Code 05E1NE00-2021-E-02261
Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list
Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce
See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions
1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce
Mammals NAME STATUS
Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045
Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION
Documentation of the National Historic Preservation Act Eligibility Determination
As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties
MACRIS Search Results
Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure
Inv No Property Name Street Town Year
Wednesday December 16 2020 Page 1 of 1
Notice of Intent ndash Remediation General Permit Page 3 1600 Osgood Street North Andover MA January 6 2021
In addition the Site and the proposed discharge point are not located within Habitats of Rare Wetland Wildlife Habitats of Rare Species Estimated Habitats of Rare Wildlife or listed as a National Historic Place Documentation is included in Appendix D
Coverage under NPDES RGP
It is LRTrsquos opinion that the proposed discharge is eligible for coverage under the NPDES RGP On behalf of JDC Demolition Company Inc we are requesting coverage under the NPDES RGP for the discharge of treated wastewater to the Merrimack River in support of construction dewatering activities that are to take place at 1600 Osgood Street
The enclosed NOI form and supporting documents provide the required information about the Site discharge treatment system receiving water and consultation with state and federal agencies For this project JDC Demo is considered the Operator and has operational control over the construction plans and specifications including the ability to make modifications to those plans and specifications
Please feel free to contact us at 774-450-7177 if you have any questions or if you require additional information
Sincerely Lockwood Remediation Technologies LLC
Jacob Jennings John Henry Jacob Jennings Staff Scientist
John Henry PE Senior Project Manager
Encl Figure 1 - Locus Plan Figure 2A ndash General Site Plan Figure 2B ndash Site Plan Building 40 Figure 2C ndash Site Plan Building 50 Figure 3 - Water Treatment System Schematic Appendix A - NOI Form Appendix B - Laboratory Data Appendix C - Water Treatment System Cutsheets Appendix D - Supporting Information
cc Cathy Vakalopoulos ndash Mass DEP Chad Vincent ndash JDC Demolition
Figures
Site
Additional Tank Storage
Notes 1 Figure is not to scale
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 1 ndash Locus Plan 1600 Osgood Street North Andover MA
Notes
1 Figure is not to scale
Building 40
Building 50
Source
Key Outfalls Sample Location Buildings
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2A ndash General Site Plan 1600 Osgood Street North Andover Massachusetts
Notes
Key Outfall 002 Drain Line Discharge Location(s)
Source
Building 40
Water Treatment system 1 Figure is not to scale
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2B ndash Site Plan Building 40 1600 Osgood Street North Andover Massachusetts
Building 50
Source Key Outfall 001Notes Drain Line Discharge Location(s) 1 Figure is not to scale Water Treatment system
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2C ndash Site Plan Building 50 1600 Osgood Street North Andover Massachusetts
Influent
Bag Filtration
P P
P P
18000 Gallon Weir Tank Centrifugal
Pump Skid
Submersible Pump w
Float
P
P
Liquid Phase Reactivated
Carbon Vessels
P
P
P
PEffluent
Discharge
Flow Meter
Totalizer
P
P
Caton Exchange
Media Vessel
Anion Exchange
Media Vessel
Key
PipingHose
Sample Port
Ball Valve
Butterfly Valve
Pressure Gauge
Check Valve
PNotes
1) Figure is not to scale
2) System rated for 400 GPM Gate Valve
Contingency
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Office 774-450-7177
Water Treatment System Schematic 1600 Osgood Street
North Andover MA
PR
OJE
CT
No
2-2
137
FIG
UR
E N
o
5
DESIGNED BY LRT DRAWN BY JHJ
CHECKED BY DATE
Appendix A
NOI Form
MAG910000
NHG910000
Appendix IV ndash Part 1 ndash NOI
Page 14 of 24
II Suggested Format for the Remediation General Permit Notice of Intent (NOI)
A General site information
1 Name of site Site address
Street
City State Zip
2 Site owner Contact Person
Telephone Email
Owner is (check one) Federal StateTribal Private
Other if so specify
Mailing address
Street
City State Zip
3 Site operator if different than owner Contact Person
Telephone Email
Mailing address
Street
City State Zip
4 NPDES permit number assigned by EPA
NPDES permit is (check all that apply RGP DGP CGP
MSGP Individual NPDES permit Other if so specify
5 Other regulatory program(s) that apply to the site (check all that apply)
MA Chapter 21e list RTN(s) CERCLA
UIC Program
NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit
CWA Section 404
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 15 of 24
B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)
Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River
2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No
Are sensitive receptors present near the site (check one) Yes No
If yes specify
3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any
pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part
46 of the RGP
4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in
Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire
5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in
accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire
6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No
If yes indicate date confirmation received
7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII
(check one) Yes No
C Source water information
1 Source water(s) is (check any that apply)
Contaminated groundwater
Has the operator attached a summary of influent
sampling results as required in Part 42 of the RGP
in accordance with the instruction in Appendix
VIII (check one)
Yes No
Contaminated surface water
Has the operator attached a summary of influent
sampling results as required in Part 42 of the
RGP in accordance with the instruction in
Appendix VIII (check one)
Yes No
The receiving water Potable water if so indicate
municipality or origin
A surface water other
than the receiving water if
so indicate waterbody Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 16 of 24
2 Source water contaminants
a For source waters that are contaminated groundwater or contaminated
surface water indicate are any contaminants present that are not included in
the RGP (check one) Yes No If yes indicate the contaminant(s) and
the maximum concentration present in accordance with the instructions in
Appendix VIII
b For a source water that is a surface water other than the receiving water potable water
or other indicate any contaminants present at the maximum concentration in accordance
with the instructions in Appendix VIII (check one) Yes No
3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No
D Discharge information
1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source
Outfall(s) Outfall location(s) (Latitude Longitude)
Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify
A private storm sewer system A municipal storm sewer system
If the discharge enters the receiving water via a private or municipal storm sewer system
Has notification been provided to the owner of this system (check one) Yes No
Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for
obtaining permission
Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No
Provide the expected start and end dates of discharge(s) (monthyear)
Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge
Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 17 of 24
2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)
I ndash Petroleum-Related Site Remediation
II ndash Non-Petroleum-Related Site Remediation
III ndash Contaminated Site Dewatering
IV ndash Dewatering of Pipelines and Tanks
V ndash Aquifer Pump Testing
VI ndash Well DevelopmentRehabilitation
VII ndash Collection Structure DewateringRemediation
VIII ndash Dredge-Related Dewatering
a If Activity Category I or II (check all that apply)
A Inorganics
B Non-Halogenated Volatile Organic Compounds
C Halogenated Volatile Organic Compounds
D Non-Halogenated Semi-Volatile Organic Compounds
E Halogenated Semi-Volatile Organic Compounds
F Fuels Parameters
b If Activity Category III IV V VI VII or VIII (check either G or H)
G Sites with Known
Contamination H Sites with Unknown Contamination
c If Category III-G IV-G V-G VI-G
VII-G or VIII-G (check all that apply)
A Inorganics
B Non-Halogenated Volatile
Organic Compounds
C Halogenated Volatile Organic
Compounds
D Non-Halogenated Semi-Volatile
Organic Compounds
E Halogenated Semi-Volatile
Organic Compounds
F Fuels Parameters
d If Category III-H IV-H V-H VI-H VII-H or
VIII-H Contamination Type Categories A through
F apply
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 18 of 24
4 Influent and Effluent Characteristics
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
A Inorganics
Ammonia Report mgL ---
Chloride Report microgl ---
Total Residual Chlorine 02 mgL
Total Suspended Solids 30 mgL
Antimony 206 microgL
Arsenic 104 microgL
Cadmium 102 microgL
Chromium III 323 microgL
Chromium VI 323 microgL
Copper 242 microgL
Iron 5000 microgL
Lead 160 microgL
Mercury 0739 microgL
Nickel 1450 microgL
Selenium 2358 microgL
Silver 351 microgL
Zinc 420 microgL
Cyanide 178 mgL
B Non-Halogenated VOCs
Total BTEX 100 microgL ---
Benzene 50 microgL ---
14 Dioxane 200 microgL ---
Acetone 797 mgL ---
Phenol 1080 microgL
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 19 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
C Halogenated VOCs
Carbon Tetrachloride 44 microgL
12 Dichlorobenzene 600 microgL ---
13 Dichlorobenzene 320 microgL ---
14 Dichlorobenzene 50 microgL ---
Total dichlorobenzene 763 microgL in NH ---
11 Dichloroethane 70 microgL ---
12 Dichloroethane 50 microgL ---
11 Dichloroethylene 32 microgL ---
Ethylene Dibromide 005 microgL ---
Methylene Chloride 46 microgL ---
111 Trichloroethane 200 microgL ---
112 Trichloroethane 50 microgL ---
Trichloroethylene 50 microgL ---
Tetrachloroethylene 50 microgL
cis-12 Dichloroethylene 70 microgL ---
Vinyl Chloride 20 microgL ---
D Non-Halogenated SVOCs
Total Phthalates 190 microgL
Diethylhexyl phthalate 101 microgL
Total Group I PAHs 10 microgL ---
Benzo(a)anthracene
As Total PAHs
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Dibenzo(ah)anthracene
Indeno(123-cd)pyrene
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 20 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
Total Group II PAHs 100 microgL ---
Naphthalene 20 microgL ---
E Halogenated SVOCs
Total PCBs 0000064 microgL ---
Pentachlorophenol 10 microgL ---
F Fuels Parameters
Total Petroleum
Hydrocarbons 50 mgL ---
Ethanol Report mgL ---
Methyl-tert-Butyl Ether 70 microgL
tert-Butyl Alcohol 120 microgL in MA
40 microgL in NH ---
tert-Amyl Methyl Ether 90 microgL in MA
140 microgL in NH ---
Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 21 of 24
E Treatment system information
1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)
AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption
Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify
2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge
Identify each major treatment component (check any that apply)
Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter
Chemical feed tank Air stripping unit Bag filter Other if so specify
Indicate if either of the following will occur (check any that apply)
Chlorination De-chlorination
3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component
Indicate the most limiting component
Is use of a flow meter feasible (check one) Yes No if so provide justification
Provide the proposed maximum effluent flow in gpm
Provide the average effluent flow in gpm
If Activity Category IV applies indicate the estimated total volume of water that will be discharged
4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 22 of 24
F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)
Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify
2 Provide the following information for each chemicaladditive using attachments if necessary
a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and
f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))
3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance
with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section
307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive
(check one) Yes No
G Endangered Species Act eligibility determination
1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the
ldquoaction areardquo
FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)
or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat
(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)
Yes No
FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical
habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and
related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the
FWS This determination was made by (check one) the operator EPA Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 23 of 24
NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of
listed species Has the operator previously completed consultation with NMFS (check one) Yes No
2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No
Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach
H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on
historic properties
Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties
Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse
effect on historic properties
2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No
Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or
other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No
I Supplemental information
Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary
Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No
Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No
Site RTNs
MA Limits WQBEL
Outfall 001
Enter number values in green boxes below Enter values in the units specified
darr
625 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
1079
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10786
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 23729 microgL
40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL
21572 microgL
MA Limits WQBEL
Outfall 002
Enter number values in green boxes below Enter values in the units specified
darr
00026 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
102
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 22 microgL
00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL
20 microgL
Dilution Calculation
Determination
From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM
Hi Jake
It was nice speaking to you earlier today
The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102
Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage
Please let me know if you have any questions
Happy New Year Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Xiaodon
I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime
Thank you
Jake
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617
M 5089309812 jjenningslrt-llcnet
From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs
Hi Jake
There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)
According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River
To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2
7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD
Design flow = 400 gpm =058 MGD
Dilution Factor at outfall 001 = (058 +625)058 = 1079
For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday
Please let me know if we can have a phone call anytime Monday - Wednesday
I hope you have a lovely holiday Regards Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Cathy and Xiaodan
I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated
Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval
The project
1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm
The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417
Have a great holiday
Thank you
Jake Jennings
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet
Appendix B
Laboratory Data
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
December 31 2020
John Henry
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Project Location 1600 Osgood St
Client Job Number
Project Number 2-2137
Laboratory Work Order Number 20L0887
Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions
concerning this report please feel free to contact me
Sincerely
Kerry K McGee
Project Manager
Page 1 of 44
Table of Contents
Table of Contents
Sample Summary 4
Case Narrative 5
Sample Results 8
20L0887-01 8
20L0887-02 17
Sample Preparation Information 19
QC Data 21
Volatile Organic Compounds by GCMS 21
B273078 21
Semivolatile Organic Compounds by GCMS 23
B273270 23
Semivolatile Organic Compounds by - GCMS 24
B273158 24
Polychlorinated Biphenyls By GCECD 28
B273089 28
Metals Analyses (Total) 29
B273164 29
B273165 29
B273201 30
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31
B273029 31
B273038 31
B273059 31
B273112 31
B273331 32
Page 2 of 44
Table of Contents
Table of Contents (continued)
B273396
Drinking Water Organics EPA 5041
B273121
Dual Column RPD Report
FlagQualifier Summary
Certifications
Chain of CustodySample Receipt
32
33
33
34
38
39
43
Page 3 of 44
[TOC_1]Sample Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Lockwood Remediation Technologies LLC
89 Crawford Street REPORT DATE 12312020
Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137
ATTN John Henry
PROJECT NUMBER 2-2137
ANALYTICAL SUMMARY
WORK ORDER NUMBER 20L0887
The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report
PROJECT LOCATION 1600 Osgood St
FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB
Influent 20L0887-01 Ground Water 6083
6241
6251
EPA 1664B
EPA 2007
EPA 2008
EPA 2451
EPA 3000
EPA 3501
EPA 5041
SM21-22 2540D
SM21-22 3500 Cr B
SM21-22 4500 CL G
SM21-22 4500 CN E MA M-MA-086CT
PH-0574NY11148
Tri Chrome Calc
Receiving Water 20L0887-02 Ground Water EPA 2007
EPA 2008
EPA 2451
EPA 3501
SM21-22 3500 Cr B
Tri Chrome Calc
Page 4 of 44
[TOC_1]Case Narrative[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CASE NARRATIVE SUMMARY
All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report
REVISED REPORT - 12312020 - Ethanol addded per clients request
Page 5 of 44
V-05
L-04
L-07
R-05
S-07
V-04
V-05
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
6241
Qualifications
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Ethanol
20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1
6251
Qualifications
Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this
compound is likely to be biased on the low side Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD
between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified
2-Chloronaphthalene
B273158-BSD1
N-Nitrosodimethylamine
B273158-BSD1
Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this
compound Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10
Analyte amp Samples(s) Qualified
246-Tribromophenol
20L0887-01[Influent]
Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method
specified criteria Reported result is estimated Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Page 6 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing
I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed
in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the
best of my knowledge and belief accurate and complete
Lisa A Worthington
Technical Representative
Page 7 of 44
[TOC_2]20L0887-01[TOC]
[TOC_1]Sample Results[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Volatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD
tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD
Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD
Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD
Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD
tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD
Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD
Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD
Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD
Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD
Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD
Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD
14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD
trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD
12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD
trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD
Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD
Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD
Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD
Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD
1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD
Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD
Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD
111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD
Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD
Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD
o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD
Surrogates Recovery Recovery Limits FlagQual
12-Dichloroethane-d4 833 70-130 121920 343
Toluene-d8 954 70-130 121920 343
4-Bromofluorobenzene 102 70-130 121920 343
Page 8 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA
Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA
Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA
Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA
Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA
Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA
Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA
Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA
Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol (SIM) 387 15-110 122220 2031
Phenol-d6 (SIM) 307 15-110 122220 2031
Nitrobenzene-d5 732 30-130 122220 2031
2-Fluorobiphenyl 726 30-130 122220 2031
246-Tribromophenol (SIM) 101 15-110 122220 2031
p-Terphenyl-d14 905 30-130 122220 2031
Page 9 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05
Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL
Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL
Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Page 10 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL
Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol 473 15-110 122120 1953
Phenol-d6 377 15-110 122120 1953
Nitrobenzene-d5 686 30-130 122120 1953
2-Fluorobiphenyl 785 30-130 122120 1953
246-Tribromophenol 111 15-110 S-07 122120 1953
p-Terphenyl-d14 880 30-130 122120 1953
Page 11 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Polychlorinated Biphenyls By GCECD
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG
Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG
Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG
Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG
Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG
Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG
Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG
Surrogates Recovery Recovery Limits FlagQual
Decachlorobiphenyl [1] 575 30-150 122120 1252
Decachlorobiphenyl [2] 577 30-150 122120 1252
Tetrachloro-m-xylene [1] 803 30-150 122120 1252
Tetrachloro-m-xylene [2] 835 30-150 122120 1252
Page 12 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH
Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH
Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL
Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV
Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH
Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL
Page 13 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH
Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC
Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL
Page 14 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Drinking Water Organics EPA 5041
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB
Surrogates Recovery Recovery Limits FlagQual
13-Dibromopropane (1) 102 70-130 121820 2221
Page 15 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL
Page 16 of 44
[TOC_2]20L0887-02[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH
Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH
Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL
Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV
Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH
Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL
Page 17 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Page 18 of 44
[TOC_1]Sample Preparation Information[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method SW-846 3510C Analytical Method 6083
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273089 1000 500 121820
Prep Method SW-846 5030B Analytical Method 6241
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273078 5 500 121820
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273158 980 100 121920
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273270 980 100 121920
EPA 1664B
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273396 200 122320
Prep Method EPA 2007 Analytical Method EPA 2007
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273165 500 500 121920
20L0887-01 [Influent] B273165 500 121920
20L0887-02 [Receiving Water] B273165 500 500 121920
20L0887-02 [Receiving Water] B273165 500 121920
Prep Method EPA 2008 Analytical Method EPA 2008
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273164 500 500 121920
20L0887-02 [Receiving Water] B273164 500 500 121920
Prep Method EPA 2451 Analytical Method EPA 2451
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273201 600 600 122120
20L0887-02 [Receiving Water] B273201 600 600 122120
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
Page 19 of 44
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39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273112 100 100 121820
EPA 3501
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273331 100 100 122220
20L0887-02 [Receiving Water] B273331 100 100 122220
Prep Method EPA 504 water Analytical Method EPA 5041
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273121 360 350 121820
SM21-22 2540D
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273059 100 121820
SM21-22 3500 Cr B
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273029 500 500 121620
20L0887-02 [Receiving Water] B273029 500 500 121620
SM21-22 4500 CL G
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273038 100 100 121620
Prep Method EPA 2008 Analytical Method Tri Chrome Calc
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273164 500 121920
20L0887-02 [Receiving Water] B273164 500 121920
Page 20 of 44
[TOC_2]Volatile Organic Compounds by GCMS[TOC]
[TOC_3]B273078[TOC]
[TOC_1]QC Data[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
Blank (B273078-BLK1) Prepared 121820 Analyzed 121920
Acetone ND 500 microgL
tert-Amyl Methyl Ether (TAME) ND 0500 microgL
Benzene ND 100 microgL
Bromodichloromethane ND 200 microgL
Bromoform ND 200 microgL
Bromomethane ND 200 microgL
tert-Butyl Alcohol (TBA) ND 200 microgL
Carbon Tetrachloride ND 200 microgL
Chlorobenzene ND 200 microgL
Chlorodibromomethane ND 200 microgL
Chloroethane ND 200 microgL
Chloroform ND 200 microgL
Chloromethane ND 200 microgL
12-Dichlorobenzene ND 200 microgL
13-Dichlorobenzene ND 200 microgL
14-Dichlorobenzene ND 200 microgL
12-Dichloroethane ND 200 microgL
11-Dichloroethane ND 200 microgL
11-Dichloroethylene ND 200 microgL
trans-12-Dichloroethylene ND 200 microgL
12-Dichloropropane ND 200 microgL
cis-13-Dichloropropene ND 200 microgL
14-Dioxane ND 500 microgL
trans-13-Dichloropropene ND 200 microgL
Ethanol ND 500 microgL V-05
Ethylbenzene ND 200 microgL
Methyl tert-Butyl Ether (MTBE) ND 200 microgL
Methylene Chloride ND 500 microgL
1122-Tetrachloroethane ND 200 microgL
Tetrachloroethylene ND 200 microgL
Toluene ND 100 microgL
111-Trichloroethane ND 200 microgL
112-Trichloroethane ND 200 microgL
Trichloroethylene ND 200 microgL
Trichlorofluoromethane (Freon 11) ND 200 microgL
Vinyl Chloride ND 200 microgL
m+p Xylene ND 200 microgL
o-Xylene ND 100 microgL
Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130
Surrogate Toluene-d8 232 microgL 250 930 70-130
Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Acetone 170 500 microgL 200 858 70-160
tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130
Benzene 16 100 microgL 200 822 65-135
Bromodichloromethane 19 200 microgL 200 968 65-135
Bromoform 24 200 microgL 200 121 70-130
Bromomethane 16 200 microgL 200 790 15-185
tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160
Carbon Tetrachloride 18 200 microgL 200 905 70-130
Chlorobenzene 21 200 microgL 200 103 65-135
Page 21 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Chlorodibromomethane 21 200 microgL 200 107 70-135
Chloroethane 17 200 microgL 200 834 40-160
Chloroform 17 200 microgL 200 872 70-135
Chloromethane 60 200 microgL 200 300 20-205
12-Dichlorobenzene 18 200 microgL 200 905 65-135
13-Dichlorobenzene 18 200 microgL 200 924 70-130
14-Dichlorobenzene 18 200 microgL 200 896 65-135
12-Dichloroethane 20 200 microgL 200 100 70-130
11-Dichloroethane 18 200 microgL 200 893 70-130
11-Dichloroethylene 19 200 microgL 200 932 50-150
trans-12-Dichloroethylene 17 200 microgL 200 852 70-130
12-Dichloropropane 20 200 microgL 200 996 35-165
cis-13-Dichloropropene 17 200 microgL 200 852 25-175
14-Dioxane 200 500 microgL 200 101 40-130
trans-13-Dichloropropene 18 200 microgL 200 916 50-150
Ethanol 150 500 microgL 200 738 40-160 V-05
Ethylbenzene 20 200 microgL 200 989 60-140
Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130
Methylene Chloride 15 500 microgL 200 738 60-140
1122-Tetrachloroethane 20 200 microgL 200 100 60-140
Tetrachloroethylene 22 200 microgL 200 112 70-130
Toluene 18 100 microgL 200 902 70-130
111-Trichloroethane 19 200 microgL 200 934 70-130
112-Trichloroethane 21 200 microgL 200 103 70-130
Trichloroethylene 19 200 microgL 200 947 65-135
Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150
Vinyl Chloride 13 200 microgL 200 662 5-195
m+p Xylene 40 200 microgL 400 101 70-130
o-Xylene 20 100 microgL 200 100 70-130
Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130
Surrogate Toluene-d8 240 microgL 250 961 70-130
Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130
Page 22 of 44
[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]
[TOC_3]B273270[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273270 - SW-846 3510C
LCS (B273270-BS1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143
Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410
Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159
Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434
Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158
Chrysene (SIM) 40 microgL 500 835 17-168417
Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227
Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426
Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176
Surrogate 2-Fluorophenol 855 microgL 200 427 15-110
Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110
Surrogate Phenol-d6 657 microgL 200 328 15-110
Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110
Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130
Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130
Surrogate 246-Tribromophenol 124 microgL 140 884 15-110
Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110
Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130
LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53
Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72
Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71
Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63
Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82
Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87
Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126
Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99
Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86
Surrogate 2-Fluorophenol 897 microgL 200 448 15-110
Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110
Surrogate Phenol-d6 708 microgL 200 354 15-110
Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110
Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130
Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130
Surrogate 246-Tribromophenol 136 microgL 140 972 15-110
Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110
Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130
Page 23 of 44
[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]
[TOC_3]B273158[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
4-Nitrophenol
N-Nitrosodimethylamine
N-Nitrosodi-n-propylamine
2-Methylnaphthalene
Phenanthrene
2-Methylphenol
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
102
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
100
100
100
500
500
100
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
200 509 15-110
L-04 R-05 V-04
V-05
Page 24 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1) Prepared 121920 Analyzed 122120
Surrogate Phenol-d6 777 microgL 200 389 15-110
Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130
Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130
Surrogate 246-Tribromophenol 144 microgL 140 102 15-110
Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130
LCS (B273158-BS1) Prepared 121920 Analyzed 122120
Acenaphthene 409 500 microgL 500 817 47-145
Acenaphthylene 398 500 microgL 500 797 33-145
Anthracene 406 500 microgL 500 812 27-133
Benzidine
Benzo(ghi)perylene
817
479
200
500
microgL
microgL
100 817 40-140
500 957 10-219
V-04 V-05 L-04
R-05
4-Bromophenylphenylether 376 100 microgL 500 751 53-127
Butylbenzylphthalate 400 100 microgL 500 800 10-152
4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147
Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158
Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166
2-Chloronaphthalene 336 100 microgL 500 672 60-120
2-Chlorophenol 364 100 microgL 500 728 23-134
4-Chlorophenylphenylether 388 100 microgL 500 776 25-158
Di-n-butylphthalate 389 100 microgL 500 778 10-120
13-Dichlorobenzene 302 500 microgL 500 604 10-172
14-Dichlorobenzene 311 500 microgL 500 622 20-124
12-Dichlorobenzene 319 500 microgL 500 638 32-129
33-Dichlorobenzidine 427 100 microgL 100 427 10-262
24-Dichlorophenol 414 100 microgL 500 827 39-135
Diethylphthalate 390 100 microgL 500 780 10-120
24-Dimethylphenol 368 100 microgL 500 737 32-120
Dimethylphthalate 385 100 microgL 500 770 10-120
46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181
24-Dinitrophenol 512 100 microgL 500 102 10-191
24-Dinitrotoluene 433 100 microgL 500 865 39-139
26-Dinitrotoluene 432 100 microgL 500 864 50-158
Di-n-octylphthalate 384 100 microgL 500 767 4-146
12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140
Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158
Fluoranthene 404 500 microgL 500 807 26-137
Fluorene 411 500 microgL 500 821 59-121
Hexachlorobenzene 401 100 microgL 500 802 10-152
Hexachlorobutadiene 335 100 microgL 500 670 24-120
Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140
Hexachloroethane 301 100 microgL 500 602 40-120
Isophorone 401 100 microgL 500 802 21-196
Naphthalene 363 500 microgL 500 727 21-133
Nitrobenzene 350 100 microgL 500 701 35-180
2-Nitrophenol 443 100 microgL 500 886 29-182
4-Nitrophenol 232 100 microgL 500 463 10-132
N-Nitrosodimethylamine 204 100 microgL 500 407 40-140
N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230
2-Methylnaphthalene 424 500 microgL 500 848 40-140
Phenanthrene 402 500 microgL 500 803 54-120
2-Methylphenol 362 100 microgL 500 725 40-140
Page 25 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS (B273158-BS1)
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
Surrogate Phenol-d6
Surrogate Nitrobenzene-d5
Surrogate 2-Fluorobiphenyl
Surrogate 246-Tribromophenol
Surrogate p-Terphenyl-d14
180
349
395
346
425
111
867
760
821
153
876
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 361 5-120
500 699 40-140
500 790 52-120
500 691 44-142
500 851 37-144
200 553 15-110
200 434 15-110
100 760 30-130
100 821 30-130
140 109 15-110
100 876 30-130
LCS Dup (B273158-BSD1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
354
338
354
520
408
331
345
364
286
298
272
311
333
337
243
247
262
370
352
339
305
336
392
450
377
374
322
314
339
355
355
351
270
296
246
339
296
294
365
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 708 47-145
500 677 33-145
500 708 27-133
100 520 40-140
500 816 10-219
500 662 53-127
500 690 10-152
500 729 22-147
500 571 12-158
500 597 36-166
500 544 60-120
500 623 23-134
500 665 25-158
500 674 10-120
500 485 10-172
500 494 20-124
500 524 32-129
100 370 10-262
500 705 39-135
500 678 10-120
500 610 32-120
500 672 10-120
500 785 10-181
500 901 10-191
500 754 39-139
500 747 50-158
500 644 4-146
500 628 40-140
500 678 8-158
500 711 26-137
500 711 59-121
500 703 10-152
500 539 24-120
500 593 40-140
500 493 40-120
500 678 21-196
500 593 21-133
500 588 35-180
500 730 29-182
143
163
136
444
159
127
147
131
155
163
211
157
154
143
217
231
195
144
160
140
189
135
125
129
138
145
175
116
154
127
144
132
216
195
199
168
203
175
194
48
74
66
30
97
43
60
73
108
76
24
61
61
47
30
30
30
108
50
100
58
183
203
132
42
48
69
30
82
66
38
55
62
30
52
93
65
62
55
L-04 R-05 V-04
V-05
L-07
Page 26 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120
4-Nitrophenol 213 100 microgL 500 426 10-132 841 131
N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07
N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87
2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30
Phenanthrene 352 500 microgL 500 704 54-120 132 39
2-Methylphenol 323 100 microgL 500 647 40-140 114 30
Phenol 160 100 microgL 500 320 5-120 121 64
34-Methylphenol 310 200 microgL 500 619 40-140 121 30
Pyrene 347 500 microgL 500 694 52-120 130 49
124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50
246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58
Surrogate 2-Fluorophenol 957 microgL 200 479 15-110
Surrogate Phenol-d6 760 microgL 200 380 15-110
Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130
Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130
Surrogate 246-Tribromophenol 129 microgL 140 920 15-110
Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130
Page 27 of 44
[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]
[TOC_3]B273089[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Polychlorinated Biphenyls By GCECD - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273089 - SW-846 3510C
Blank (B273089-BLK1) Prepared 121820 Analyzed 122120
Aroclor-1016 ND 0100 microgL
Aroclor-1016 [2C] ND 0100 microgL
Aroclor-1221 ND 0100 microgL
Aroclor-1221 [2C] ND 0100 microgL
Aroclor-1232 ND 0100 microgL
Aroclor-1232 [2C] ND 0100 microgL
Aroclor-1242 ND 0100 microgL
Aroclor-1242 [2C] ND 0100 microgL
Aroclor-1248 ND 0100 microgL
Aroclor-1248 [2C] ND 0100 microgL
Aroclor-1254 ND 0100 microgL
Aroclor-1254 [2C] ND 0100 microgL
Aroclor-1260 ND 0100 microgL
Aroclor-1260 [2C] ND 0100 microgL
Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150
Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150
Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150
Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150
LCS (B273089-BS1) Prepared 121820 Analyzed 122120
Aroclor-1016 0481 0200 microgL 0500 962 50-140
Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140
Aroclor-1260 0458 0200 microgL 0500 916 8-140
Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140
Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150
Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150
Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150
Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150
LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120
Aroclor-1016 0458 0200 microgL 0500 916 50-140 488
Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628
Aroclor-1260 0423 0200 microgL 0500 847 8-140 784
Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827
Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150
Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150
Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150
Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150
Page 28 of 44
[TOC_2]Metals Analyses (Total)[TOC]
[TOC_3]B273164[TOC]
[TOC_3]B273165[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273164 - EPA 2008
Blank (B273164-BLK1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
10
080
020
10
10
050
50
50
020
10
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
LCS (B273164-BS1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
484
487
473
951
474
477
476
451
955
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
931
969
974
946
951
948
953
952
903
955
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
479
489
476
955
472
480
476
453
954
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
930
959
978
951
955
944
960
951
907
954
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
00503
101
0421
0527
0360
0435
0713
00436
0425
0143
20
20
20
20
20
20
20
20
20
20
Batch B273165 - EPA 2007
Blank (B273165-BLK1) Prepared 121920 Analyzed 122120
Iron
Hardness
ND
ND
0050
14
mgL
mgL
LCS (B273165-BS1) Prepared 121920 Analyzed 122120
Iron
Hardness
412
27
0050
14
mgL
mgL
400
264
103
101
85-115
85-115
Page 29 of 44
[TOC_3]B273201[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273165 - EPA 2007
LCS Dup (B273165-BSD1)
Iron
Hardness
408
26
0050
14
mgL
mgL
Prepared 121920 Analyzed 122120
400 102 85-115
264 993 85-115
0946
130
20
20
Batch B273201 - EPA 2451
Blank (B273201-BLK1)
Mercury ND 000010 mgL
Prepared amp Analyzed 122120
LCS (B273201-BS1)
Mercury 000398 000010 mgL
Prepared amp Analyzed 122120
000400 995 85-115
LCS Dup (B273201-BSD1)
Mercury 000426 000010 mgL
Prepared amp Analyzed 122120
000400 107 85-115 692 20
Page 30 of 44
PAAPHASW-846 Methods (Total)[TOC]
[TOC_3]B273029[TOC]
[TOC_3]B273038[TOC]
[TOC_3]B273059[TOC]
[TOC_3]B273112[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273029 - SM21-22 3500 Cr B
Blank (B273029-BLK1)
Hexavalent Chromium ND 00040 mgL
Prepared amp Analyzed 121620
LCS (B273029-BS1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 101 90-115
LCS Dup (B273029-BSD1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 104 90-115 248 11
Batch B273038 - SM21-22 4500 CL G
Blank (B273038-BLK1)
Chlorine Residual ND 0020 mgL
Prepared amp Analyzed 121620
LCS (B273038-BS1)
Chlorine Residual 066 0020 mgL
Prepared amp Analyzed 121620
0641 102 853-130
LCS Dup (B273038-BSD1)
Chlorine Residual 067 0020 mgL
Prepared amp Analyzed 121620
0641 105 853-130 233 136
Duplicate (B273038-DUP1)
Chlorine Residual
Source 20L0887-01
ND 0020 mgL
Prepared amp Analyzed 121620
ND NC 294
Matrix Spike (B273038-MS1)
Chlorine Residual
Source 20L0887-01
026 0020 mgL
Prepared amp Analyzed 121620
0300 ND 858 10-169
Batch B273059 - SM21-22 2540D
Blank (B273059-BLK1)
Total Suspended Solids ND 25 mgL
Prepared amp Analyzed 121820
LCS (B273059-BS1)
Total Suspended Solids 190 10 mgL
Prepared amp Analyzed 121820
200 950 574-123
Batch B273112 - EPA 3000
Blank (B273112-BLK1)
Chloride ND 10 mgL
Prepared amp Analyzed 121820
LCS (B273112-BS1)
Chloride 10 mgL
Prepared amp Analyzed 121820
100 101 90-110
Page 31 of 44
[TOC_3]B273331[TOC]
[TOC_3]B273396[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273112 - EPA 3000
LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820
Chloride 10 mgL 100 101 90-110 0511 20
Batch B273331 - EPA 3501
Blank (B273331-BLK1) Prepared 122220 Analyzed 122320
Ammonia as N ND 010 mgL
LCS (B273331-BS1) Prepared 122220 Analyzed 122320
Ammonia as N 19 010 mgL 200 966 90-110
LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320
Ammonia as N 20 010 mgL 200 100 90-110 341 20
Batch B273396 - EPA 1664B
Blank (B273396-BLK1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 14 mgL
LCS (B273396-BS1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132
Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18
Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132
Page 32 of 44
[TOC_2]Drinking Water Organics EPA 5041[TOC]
[TOC_3]B273121[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Drinking Water Organics EPA 5041 - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273121 - EPA 504 water
Blank (B273121-BLK1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
ND
110
0021 microgL
microgL
Prepared amp Analyzed 121820
106 104 70-130
LCS (B273121-BS1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0230
106
0021 microgL
microgL
Prepared amp Analyzed 121820
0260 884
104 102
70-130
70-130
LCS Dup (B273121-BSD1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0221
111
0021 microgL
microgL
Prepared amp Analyzed 121820
0257 860
103 108
70-130
70-130
387
Page 33 of 44
[TOC_1]Dual Column RPD Report[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0481
2 0000 0000 0000 0477 06
Aroclor-1260 1 0000 0000 0000 0458
2 0000 0000 0000 0450 22
Page 34 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0458
2 0000 0000 0000 0448 26
Aroclor-1260 1 0000 0000 0000 0423
2 0000 0000 0000 0414 14
Page 35 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0230
Page 36 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0221
Page 37 of 44
[TOC_1]FlagQualifier Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
FLAGQUALIFIER SUMMARY
QC result is outside of established limits
Wide recovery limits established for difficult compound
Wide RPD limits established for difficult compound
Data exceeded client recommended or regulatory level
ND Not Detected
RL Reporting Limit is at the level of quantitation (LOQ)
DL Detection Limit is the lower limit of detection determined by the MDL study
MCL Maximum Contaminant Level
Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the
calculation which have not been rounded
No results have been blank subtracted unless specified in the case narrative section
J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated
concentration (CLP J-Flag)
L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits
Reported value for this compound is likely to be biased on the low side
L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but
the other is within limits RPD between the two LFBLCS results is within method specified criteria
R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any
reported value for this compound
S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All
recoveries are gt 10
V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where
RSD is outside of method specified criteria Reported result is estimated
V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for
this compound
Page 38 of 44
[TOC_1]Certifications[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6083 in Water
Aroclor-1016 CTMANHNYRINCMEVA
Aroclor-1016 [2C] CTMANHNYRINCMEVA
Aroclor-1221 CTMANHNYRINCMEVA
Aroclor-1221 [2C] CTMANHNYRINCMEVA
Aroclor-1232 CTMANHNYRINCMEVA
Aroclor-1232 [2C] CTMANHNYRINCMEVA
Aroclor-1242 CTMANHNYRINCMEVA
Aroclor-1242 [2C] CTMANHNYRINCMEVA
Aroclor-1248 CTMANHNYRINCMEVA
Aroclor-1248 [2C] CTMANHNYRINCMEVA
Aroclor-1254 CTMANHNYRINCMEVA
Aroclor-1254 [2C] CTMANHNYRINCMEVA
Aroclor-1260 CTMANHNYRINCMEVA
Aroclor-1260 [2C] CTMANHNYRINCMEVA
6241 in Water
Acetone CTNYMANH
tert-Amyl Methyl Ether (TAME) MA
Benzene CTNYMANHRINCMEVA
Bromodichloromethane CTNYMANHRINCMEVA
Bromoform CTNYMANHRINCMEVA
Bromomethane CTNYMANHRINCMEVA
tert-Butyl Alcohol (TBA) NYMA
Carbon Tetrachloride CTNYMANHRINCMEVA
Chlorobenzene CTNYMANHRINCMEVA
Chlorodibromomethane CTNYMANHRINCMEVA
Chloroethane CTNYMANHRINCMEVA
Chloroform CTNYMANHRINCMEVA
Chloromethane CTNYMANHRINCMEVA
12-Dichlorobenzene CTNYMANHRINCMEVA
13-Dichlorobenzene CTNYMANHRINCMEVA
14-Dichlorobenzene CTNYMANHRINCMEVA
12-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethylene CTNYMANHRINCMEVA
trans-12-Dichloroethylene CTNYMANHRINCMEVA
12-Dichloropropane CTNYMANHRINCMEVA
cis-13-Dichloropropene CTNYMANHRINCMEVA
14-Dioxane MA
trans-13-Dichloropropene CTNYMANHRINCMEVA
Ethanol NYMANH
Ethylbenzene CTNYMANHRINCMEVA
Methyl tert-Butyl Ether (MTBE) NYMANHNC
Methylene Chloride CTNYMANHRINCMEVA
Naphthalene NYMANC
1122-Tetrachloroethane CTNYMANHRINCMEVA
Tetrachloroethylene CTNYMANHRINCMEVA
Page 39 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6241 in Water
Toluene CTNYMANHRINCMEVA
124-Trichlorobenzene MANC
111-Trichloroethane CTNYMANHRINCMEVA
112-Trichloroethane CTNYMANHRINCMEVA
Trichloroethylene CTNYMANHRINCMEVA
Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA
Vinyl Chloride CTNYMANHRINCMEVA
m+p Xylene CTNYMANHRINC
o-Xylene CTNYMANHRINC
6251 in Water
Acenaphthene CTMANHNYNCRIMEVA
Acenaphthylene CTMANHNYNCRIMEVA
Anthracene CTMANHNYNCRIMEVA
Benzidine CTMANHNYNCRIMEVA
Benzo(ghi)perylene CTMANHNYNCRIMEVA
4-Bromophenylphenylether CTMANHNYNCRIMEVA
Butylbenzylphthalate CTMANHNYNCRIMEVA
4-Chloro-3-methylphenol CTMANHNYNCRIVA
Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA
Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA
2-Chloronaphthalene CTMANHNYNCRIMEVA
2-Chlorophenol CTMANHNYNCRIMEVA
4-Chlorophenylphenylether CTMANHNYNCRIMEVA
Di-n-butylphthalate CTMANHNYNCRIMEVA
13-Dichlorobenzene MANC
14-Dichlorobenzene MANC
12-Dichlorobenzene MANC
33-Dichlorobenzidine CTMANHNYNCRIMEVA
24-Dichlorophenol CTMANHNYNCRIMEVA
Diethylphthalate CTMANHNYNCRIMEVA
24-Dimethylphenol CTMANHNYNCRIMEVA
Dimethylphthalate CTMANHNYNCRIMEVA
46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA
24-Dinitrophenol CTMANHNYNCRIMEVA
24-Dinitrotoluene CTMANHNYNCRIMEVA
26-Dinitrotoluene CTMANHNYNCRIMEVA
Di-n-octylphthalate CTMANHNYNCRIMEVA
12-DiphenylhydrazineAzobenzene NC
Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA
Fluoranthene CTMANHNYNCRIMEVA
Fluorene CTMANHNYNCRIMEVA
Hexachlorobenzene CTMANHNYNCRIMEVA
Hexachlorobutadiene CTMANHNYNCRIMEVA
Hexachlorocyclopentadiene CTMANHNYNCRIMEVA
Hexachloroethane CTMANHNYNCRIMEVA
Isophorone CTMANHNYNCRIMEVA
Page 40 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6251 in Water
Naphthalene CTMANHNYNCRIMEVA
Nitrobenzene CTMANHNYNCRIMEVA
2-Nitrophenol CTMANHNYNCRIMEVA
4-Nitrophenol CTMANHNYNCRIMEVA
N-Nitrosodimethylamine CTMANHNYNCRIMEVA
N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA
2-Methylnaphthalene NC
Phenanthrene CTMANHNYNCRIMEVA
2-Methylphenol NYNC
Phenol CTMANHNYNCRIMEVA
34-Methylphenol NYNC
Pyrene CTMANHNYNCRIMEVA
124-Trichlorobenzene CTMANHNYNCRIMEVA
246-Trichlorophenol CTMANHNYNCRIMEVA
2-Fluorophenol NC
2-Fluorophenol NCVA
Phenol-d6 VA
Nitrobenzene-d5 VA
EPA 2007 in Water
Iron CTMANHNYRINCMEVA
Hardness CTMANHNYRIVA
EPA 2008 in Water
Antimony CTMANHNYRINCMEVA
Arsenic CTMANHNYRINCMEVA
Cadmium CTMANHNYRINCMEVA
Chromium CTMANHNYRINCMEVA
Copper CTMANHNYRINCMEVA
Lead CTMANHNYRINCMEVA
Nickel CTMANHNYRINCMEVA
Selenium CTMANHNYRINCMEVA
Silver CTMANHNYRINCMEVA
Zinc CTMANHNYRINCMEVA
EPA 2451 in Water
Mercury CTMANHRINYNCMEVA
EPA 3000 in Water
Chloride NCNYMAVAMENHCTRI
EPA 3501 in Water
Ammonia as N NCNYMANHRIMEVA
SM21-22 2540D in Water
Total Suspended Solids CTMANHNYRINCMEVA
SM21-22 3500 Cr B in Water
Hexavalent Chromium NYCTNHRIMEVANC
SM21-22 4500 CL G in Water
Chlorine Residual CTMARIME
Page 41 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
SM21-22 4500 CN E in Water
Cyanide CTMANHNYRINCMEVA
Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations
Code Description Number Expires
AIHA AIHA-LAP LLC - ISO170252017 100033 0312022
MA Massachusetts DEP M-MA100 06302021
CT Connecticut Department of Publilc Health PH-0567 09302021
NY New York State Department of Health 10899 NELAP 0412021
NH-S New Hampshire Environmental Lab 2516 NELAP 0252021
RI Rhode Island Department of Health LAO00112 12302020
NC North Carolina Div of Water Quality 652 12312020
NJ New Jersey DEP MA007 NELAP 06302021
FL Florida Department of Health E871027 NELAP 06302021
VT Vermont Department of Health Lead Laboratory LL720741 07302021
ME State of Maine MA00100 0692021
VA Commonwealth of Virginia 460217 12142021
NH-P New Hampshire Environmental Lab 2557 NELAP 0962021
VT-DW Vermont Department of Health Drinking Water VT-255716 06122021
NC-DW North Carolina Department of Health 25703 07312021
PA Commonwealth of Pennsylvania DEP 68-05812 06302021
MI Dept of Env Great Lakes and Energy 9100 0962021
Page 42 of 44
Table of Contents
Page 43 of 44
Table of Contents
Page 44 of 44
Appendix C
Cutsheets
1
2
31
2
1
2
ROD HOOPS
C B A
6 EXTERNAL FEED LINE w
WELDED NIPPLE amp FISH PLATE 313
3
8
169
5
16
6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w
1
BLIND FLANGE 6 BUTTERFLY VALVE
1
(2)
1
2
Couplings
w Plugs
(3) 22 MANWAYS
6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE
ADD LIGHT PROTECTION
BARS BEHIND LIGHTS
480
GLADHAND w FISH PLATE
568
9
16
TUBE 4 x 2 x
1
4
x 65
7
8
TUBE 4 x 2 x
1
4
x 65
3
8
66
TOP OF WEIR TOP OF WEIR
6 TYP
65
1
2
WEIR WEIR
503
C B A
STANDARD SPECIFICATION
CAPACITY 18480 GALLONS (440 BBL)
SIDE SHEETS 14 A36 PLATE
FRONT SHEET 14 A36 PLATE
REAR SHEET 14 A36 PLATE
FLOOR 14 A36 PLATE
MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL
FLOOR CROSSMEMBERS 14 A36 PLATE
SIDE STAKES ONE PIECE 316 A36 PLATE
SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY
AXLE 775 TRACK 22500 LBS CAPACITY
TIRES 11R225 RADIAL
WHEELS 825 x 225 STEEL
MANWAYS 3 - 22 DIA CURB SIDE
VALVES 3 - 6 BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (REAR)
2 - 6 BLIND FLANGE CONNECTION (REAR)
INLET PIPING 1 - 6 PIPE SYSTEM (REAR)
BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)
(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)
PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT
(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT
2
ROD HOOPS
16
UNDER WEIR
OVER WEIR
TUBE 4 x 2 x
1
4
x 95
3
8
STIFFENER
12
90
11
16
T
YP
102
11
16
8T
YP
SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A
NOTE
This drawing is a representation baseline for this model of tank Variations between
this drawing and the actual equipment do exist primarily with appurtenance locations
sizes and quantities
65
3
4
102
118
86
11
16
16
ALL CONNECTIONS MUST
HAVE INTERNAL FLANGES
4 TYP
5
11
16
1
2
ROD HOOPS
22
512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031
PINNACLE MFG THIS DRAWING amp ALL INFORMATION
OTHERWISE NOTED
TOLERANCE UNLESS
NOTES
THEREON IS THE PROPERTY OF
PINNACLE Mfg LLC
1 DO NOT SCALE PRINT
X plusmn 060
2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST
XX plusmn 030
3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS
XXX plusmn 010
MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS
AL470-WT
Lockwood Spec
MATERIAL MATERIAL
FIRST USED ECN
DRW FK
DRAWING NO
SIZE REV
DATE 17-1004
SCALE NTS
BOOK NO
DESCRIPTION
PLASMA DXF FILE
B
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
24
20
CATION EXCHANGE RESIN SOFTENING GRADE
Na FORM CGS
RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do
NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY
FEATURES amp BENEFITS
bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners
bull LOW COLOR THROW
bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop
bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA
Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse
HYDRAULIC PROPERTIES
Pressure Loss Backwash Expansion 100
40degF 60degF 80degF 100degF
40degF 60degF 80degF 100degF
Perc
ent
of E
xpan
sion
80
60
40
20
psi
ft o
f Res
in
16
12
04
00 0 00 50 100 150 200 00 30 60 90 120
gpm sqft gpm sqft
PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures
160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom
08
RESINTECHreg CGS
PHYSICAL PROPERTIES
Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity
Sodium form gt18 meqmL Water Retention
Sodium form 40 to 52 percent Approximate Shipping Weight
Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request
SUGGESTED OPERATING CONDITIONS
Maximum continuous temperature Sodium form 250˚F
Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration
Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft
APPLICATIONS
SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications
0 0 5 10 15 20
5
10
15
20
25
30
Cap
acit
y K
ilogr
ains
per
cu
ft
Salt Dose lbs per cu ft
CGS Softening Capacity
Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied
0 0 5 10 15 20
3
6
9
12
15
Leak
age
ppm
as
CaCO
3
Salt Dose lbs per cu ft
CGS Hardness Leakage
Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support
East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins
MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11
SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM
reg
RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers
FEATURES amp BENEFITS
bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA
bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers
bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS
bull SUPERIOR PHYSICAL STABILITY
bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications
For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels
HYDRAULIC PROPERTIES
Pres
sure
Dro
p p
sift
3
2
1
0
0 2 4
Pressure Drop
o F40
o F60
o F80
100o F
6 8 10 12 14 16 18 20
Flow Rate gpmsqft
Perc
ent E
xpan
sion
100
80
60
40
20
0
00
Backwash Expansion
o F40 o F
60o F
80
100
10 20 30
Flow Rate gpmsqft
o F
40
PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign
matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form
1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom
RESINTECHreg SBG1
PHYSICAL PROPERTIES
Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3
+Clndash
Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50
+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent
pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention
Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent
Solubility Insoluble Approximate Shipping Weight
Cl Form 44 lbscuft OH Form 41 lbscuft
Swelling Cl- to OH- 18 to 25 percent Total Capacity
Cl Form 145 meqml min OH Form 115 meqml min
SUGGESTED OPERATING CONDITIONS
Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF
Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates
Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft
OPERATING CAPACITY
The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table
Pounds NaOHft3
Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3
4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222
APPLICATIONS
DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications
RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams
Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions
RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates
CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins
Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions
SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC
GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS
PERFORMANCE
ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better
RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)
160degF constant PRESSURE RATING 150 psi
MATERIALS
TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel
Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact
plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional
REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The
register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking
hasp COATING Fusion-bonded epoxy
OPTIONS
bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal
flowrates bull Electronic Propeller Meter available in all sizes of this
model bull A complete line of flow recordingcontrol
instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results
McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS
Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order
FOR MORE INFORMATION CONTACT
copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom
Appendix D
Supporting Information
- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR
^ _ _ a _ _ _ bc
13
13
13 13 13 13 13 13 13 13 13 13 13
Documentation of the Results of the ESA Eligibility Determination
Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area
An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site
bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County
Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat
Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat
United States Department of the Interior FISH AND WILDLIFE SERVICE
New England Ecological Services Field Office 70 Commercial Street Suite 300
Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104
httpwwwfwsgovnewengland
In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street
Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project
To Whom It May Concern
The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)
New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list
The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat
2 12162020 Event Code 05E1NE00-2021-E-02261
A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212
If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at
httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats
Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml
We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office
Attachment(s)
Official Species List
1 12162020 Event Code 05E1NE00-2021-E-02261
Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action
This species list is provided by
New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541
2 12162020 Event Code 05E1NE00-2021-E-02261
Project Summary Consultation Code 05E1NE00-2021-SLI-0752
Event Code 05E1NE00-2021-E-02261
Project Name 1600 Osgood Street
Project Type Water Withdrawal Depletion
Project Description Construction Dewatering
Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W
Counties Essex MA
3 12162020 Event Code 05E1NE00-2021-E-02261
Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list
Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce
See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions
1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce
Mammals NAME STATUS
Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045
Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION
Documentation of the National Historic Preservation Act Eligibility Determination
As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties
MACRIS Search Results
Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure
Inv No Property Name Street Town Year
Wednesday December 16 2020 Page 1 of 1
Figures
Site
Additional Tank Storage
Notes 1 Figure is not to scale
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 1 ndash Locus Plan 1600 Osgood Street North Andover MA
Notes
1 Figure is not to scale
Building 40
Building 50
Source
Key Outfalls Sample Location Buildings
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2A ndash General Site Plan 1600 Osgood Street North Andover Massachusetts
Notes
Key Outfall 002 Drain Line Discharge Location(s)
Source
Building 40
Water Treatment system 1 Figure is not to scale
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2B ndash Site Plan Building 40 1600 Osgood Street North Andover Massachusetts
Building 50
Source Key Outfall 001Notes Drain Line Discharge Location(s) 1 Figure is not to scale Water Treatment system
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2C ndash Site Plan Building 50 1600 Osgood Street North Andover Massachusetts
Influent
Bag Filtration
P P
P P
18000 Gallon Weir Tank Centrifugal
Pump Skid
Submersible Pump w
Float
P
P
Liquid Phase Reactivated
Carbon Vessels
P
P
P
PEffluent
Discharge
Flow Meter
Totalizer
P
P
Caton Exchange
Media Vessel
Anion Exchange
Media Vessel
Key
PipingHose
Sample Port
Ball Valve
Butterfly Valve
Pressure Gauge
Check Valve
PNotes
1) Figure is not to scale
2) System rated for 400 GPM Gate Valve
Contingency
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Office 774-450-7177
Water Treatment System Schematic 1600 Osgood Street
North Andover MA
PR
OJE
CT
No
2-2
137
FIG
UR
E N
o
5
DESIGNED BY LRT DRAWN BY JHJ
CHECKED BY DATE
Appendix A
NOI Form
MAG910000
NHG910000
Appendix IV ndash Part 1 ndash NOI
Page 14 of 24
II Suggested Format for the Remediation General Permit Notice of Intent (NOI)
A General site information
1 Name of site Site address
Street
City State Zip
2 Site owner Contact Person
Telephone Email
Owner is (check one) Federal StateTribal Private
Other if so specify
Mailing address
Street
City State Zip
3 Site operator if different than owner Contact Person
Telephone Email
Mailing address
Street
City State Zip
4 NPDES permit number assigned by EPA
NPDES permit is (check all that apply RGP DGP CGP
MSGP Individual NPDES permit Other if so specify
5 Other regulatory program(s) that apply to the site (check all that apply)
MA Chapter 21e list RTN(s) CERCLA
UIC Program
NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit
CWA Section 404
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 15 of 24
B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)
Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River
2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No
Are sensitive receptors present near the site (check one) Yes No
If yes specify
3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any
pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part
46 of the RGP
4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in
Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire
5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in
accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire
6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No
If yes indicate date confirmation received
7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII
(check one) Yes No
C Source water information
1 Source water(s) is (check any that apply)
Contaminated groundwater
Has the operator attached a summary of influent
sampling results as required in Part 42 of the RGP
in accordance with the instruction in Appendix
VIII (check one)
Yes No
Contaminated surface water
Has the operator attached a summary of influent
sampling results as required in Part 42 of the
RGP in accordance with the instruction in
Appendix VIII (check one)
Yes No
The receiving water Potable water if so indicate
municipality or origin
A surface water other
than the receiving water if
so indicate waterbody Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 16 of 24
2 Source water contaminants
a For source waters that are contaminated groundwater or contaminated
surface water indicate are any contaminants present that are not included in
the RGP (check one) Yes No If yes indicate the contaminant(s) and
the maximum concentration present in accordance with the instructions in
Appendix VIII
b For a source water that is a surface water other than the receiving water potable water
or other indicate any contaminants present at the maximum concentration in accordance
with the instructions in Appendix VIII (check one) Yes No
3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No
D Discharge information
1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source
Outfall(s) Outfall location(s) (Latitude Longitude)
Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify
A private storm sewer system A municipal storm sewer system
If the discharge enters the receiving water via a private or municipal storm sewer system
Has notification been provided to the owner of this system (check one) Yes No
Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for
obtaining permission
Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No
Provide the expected start and end dates of discharge(s) (monthyear)
Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge
Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 17 of 24
2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)
I ndash Petroleum-Related Site Remediation
II ndash Non-Petroleum-Related Site Remediation
III ndash Contaminated Site Dewatering
IV ndash Dewatering of Pipelines and Tanks
V ndash Aquifer Pump Testing
VI ndash Well DevelopmentRehabilitation
VII ndash Collection Structure DewateringRemediation
VIII ndash Dredge-Related Dewatering
a If Activity Category I or II (check all that apply)
A Inorganics
B Non-Halogenated Volatile Organic Compounds
C Halogenated Volatile Organic Compounds
D Non-Halogenated Semi-Volatile Organic Compounds
E Halogenated Semi-Volatile Organic Compounds
F Fuels Parameters
b If Activity Category III IV V VI VII or VIII (check either G or H)
G Sites with Known
Contamination H Sites with Unknown Contamination
c If Category III-G IV-G V-G VI-G
VII-G or VIII-G (check all that apply)
A Inorganics
B Non-Halogenated Volatile
Organic Compounds
C Halogenated Volatile Organic
Compounds
D Non-Halogenated Semi-Volatile
Organic Compounds
E Halogenated Semi-Volatile
Organic Compounds
F Fuels Parameters
d If Category III-H IV-H V-H VI-H VII-H or
VIII-H Contamination Type Categories A through
F apply
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 18 of 24
4 Influent and Effluent Characteristics
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
A Inorganics
Ammonia Report mgL ---
Chloride Report microgl ---
Total Residual Chlorine 02 mgL
Total Suspended Solids 30 mgL
Antimony 206 microgL
Arsenic 104 microgL
Cadmium 102 microgL
Chromium III 323 microgL
Chromium VI 323 microgL
Copper 242 microgL
Iron 5000 microgL
Lead 160 microgL
Mercury 0739 microgL
Nickel 1450 microgL
Selenium 2358 microgL
Silver 351 microgL
Zinc 420 microgL
Cyanide 178 mgL
B Non-Halogenated VOCs
Total BTEX 100 microgL ---
Benzene 50 microgL ---
14 Dioxane 200 microgL ---
Acetone 797 mgL ---
Phenol 1080 microgL
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 19 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
C Halogenated VOCs
Carbon Tetrachloride 44 microgL
12 Dichlorobenzene 600 microgL ---
13 Dichlorobenzene 320 microgL ---
14 Dichlorobenzene 50 microgL ---
Total dichlorobenzene 763 microgL in NH ---
11 Dichloroethane 70 microgL ---
12 Dichloroethane 50 microgL ---
11 Dichloroethylene 32 microgL ---
Ethylene Dibromide 005 microgL ---
Methylene Chloride 46 microgL ---
111 Trichloroethane 200 microgL ---
112 Trichloroethane 50 microgL ---
Trichloroethylene 50 microgL ---
Tetrachloroethylene 50 microgL
cis-12 Dichloroethylene 70 microgL ---
Vinyl Chloride 20 microgL ---
D Non-Halogenated SVOCs
Total Phthalates 190 microgL
Diethylhexyl phthalate 101 microgL
Total Group I PAHs 10 microgL ---
Benzo(a)anthracene
As Total PAHs
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Dibenzo(ah)anthracene
Indeno(123-cd)pyrene
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 20 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
Total Group II PAHs 100 microgL ---
Naphthalene 20 microgL ---
E Halogenated SVOCs
Total PCBs 0000064 microgL ---
Pentachlorophenol 10 microgL ---
F Fuels Parameters
Total Petroleum
Hydrocarbons 50 mgL ---
Ethanol Report mgL ---
Methyl-tert-Butyl Ether 70 microgL
tert-Butyl Alcohol 120 microgL in MA
40 microgL in NH ---
tert-Amyl Methyl Ether 90 microgL in MA
140 microgL in NH ---
Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 21 of 24
E Treatment system information
1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)
AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption
Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify
2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge
Identify each major treatment component (check any that apply)
Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter
Chemical feed tank Air stripping unit Bag filter Other if so specify
Indicate if either of the following will occur (check any that apply)
Chlorination De-chlorination
3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component
Indicate the most limiting component
Is use of a flow meter feasible (check one) Yes No if so provide justification
Provide the proposed maximum effluent flow in gpm
Provide the average effluent flow in gpm
If Activity Category IV applies indicate the estimated total volume of water that will be discharged
4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 22 of 24
F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)
Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify
2 Provide the following information for each chemicaladditive using attachments if necessary
a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and
f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))
3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance
with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section
307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive
(check one) Yes No
G Endangered Species Act eligibility determination
1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the
ldquoaction areardquo
FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)
or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat
(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)
Yes No
FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical
habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and
related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the
FWS This determination was made by (check one) the operator EPA Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 23 of 24
NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of
listed species Has the operator previously completed consultation with NMFS (check one) Yes No
2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No
Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach
H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on
historic properties
Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties
Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse
effect on historic properties
2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No
Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or
other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No
I Supplemental information
Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary
Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No
Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No
Site RTNs
MA Limits WQBEL
Outfall 001
Enter number values in green boxes below Enter values in the units specified
darr
625 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
1079
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10786
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 23729 microgL
40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL
21572 microgL
MA Limits WQBEL
Outfall 002
Enter number values in green boxes below Enter values in the units specified
darr
00026 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
102
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 22 microgL
00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL
20 microgL
Dilution Calculation
Determination
From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM
Hi Jake
It was nice speaking to you earlier today
The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102
Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage
Please let me know if you have any questions
Happy New Year Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Xiaodon
I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime
Thank you
Jake
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617
M 5089309812 jjenningslrt-llcnet
From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs
Hi Jake
There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)
According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River
To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2
7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD
Design flow = 400 gpm =058 MGD
Dilution Factor at outfall 001 = (058 +625)058 = 1079
For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday
Please let me know if we can have a phone call anytime Monday - Wednesday
I hope you have a lovely holiday Regards Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Cathy and Xiaodan
I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated
Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval
The project
1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm
The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417
Have a great holiday
Thank you
Jake Jennings
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet
Appendix B
Laboratory Data
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
December 31 2020
John Henry
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Project Location 1600 Osgood St
Client Job Number
Project Number 2-2137
Laboratory Work Order Number 20L0887
Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions
concerning this report please feel free to contact me
Sincerely
Kerry K McGee
Project Manager
Page 1 of 44
Table of Contents
Table of Contents
Sample Summary 4
Case Narrative 5
Sample Results 8
20L0887-01 8
20L0887-02 17
Sample Preparation Information 19
QC Data 21
Volatile Organic Compounds by GCMS 21
B273078 21
Semivolatile Organic Compounds by GCMS 23
B273270 23
Semivolatile Organic Compounds by - GCMS 24
B273158 24
Polychlorinated Biphenyls By GCECD 28
B273089 28
Metals Analyses (Total) 29
B273164 29
B273165 29
B273201 30
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31
B273029 31
B273038 31
B273059 31
B273112 31
B273331 32
Page 2 of 44
Table of Contents
Table of Contents (continued)
B273396
Drinking Water Organics EPA 5041
B273121
Dual Column RPD Report
FlagQualifier Summary
Certifications
Chain of CustodySample Receipt
32
33
33
34
38
39
43
Page 3 of 44
[TOC_1]Sample Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Lockwood Remediation Technologies LLC
89 Crawford Street REPORT DATE 12312020
Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137
ATTN John Henry
PROJECT NUMBER 2-2137
ANALYTICAL SUMMARY
WORK ORDER NUMBER 20L0887
The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report
PROJECT LOCATION 1600 Osgood St
FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB
Influent 20L0887-01 Ground Water 6083
6241
6251
EPA 1664B
EPA 2007
EPA 2008
EPA 2451
EPA 3000
EPA 3501
EPA 5041
SM21-22 2540D
SM21-22 3500 Cr B
SM21-22 4500 CL G
SM21-22 4500 CN E MA M-MA-086CT
PH-0574NY11148
Tri Chrome Calc
Receiving Water 20L0887-02 Ground Water EPA 2007
EPA 2008
EPA 2451
EPA 3501
SM21-22 3500 Cr B
Tri Chrome Calc
Page 4 of 44
[TOC_1]Case Narrative[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CASE NARRATIVE SUMMARY
All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report
REVISED REPORT - 12312020 - Ethanol addded per clients request
Page 5 of 44
V-05
L-04
L-07
R-05
S-07
V-04
V-05
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
6241
Qualifications
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Ethanol
20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1
6251
Qualifications
Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this
compound is likely to be biased on the low side Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD
between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified
2-Chloronaphthalene
B273158-BSD1
N-Nitrosodimethylamine
B273158-BSD1
Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this
compound Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10
Analyte amp Samples(s) Qualified
246-Tribromophenol
20L0887-01[Influent]
Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method
specified criteria Reported result is estimated Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Page 6 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing
I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed
in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the
best of my knowledge and belief accurate and complete
Lisa A Worthington
Technical Representative
Page 7 of 44
[TOC_2]20L0887-01[TOC]
[TOC_1]Sample Results[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Volatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD
tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD
Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD
Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD
Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD
tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD
Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD
Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD
Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD
Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD
Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD
Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD
14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD
trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD
12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD
trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD
Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD
Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD
Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD
Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD
1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD
Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD
Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD
111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD
Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD
Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD
o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD
Surrogates Recovery Recovery Limits FlagQual
12-Dichloroethane-d4 833 70-130 121920 343
Toluene-d8 954 70-130 121920 343
4-Bromofluorobenzene 102 70-130 121920 343
Page 8 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA
Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA
Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA
Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA
Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA
Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA
Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA
Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA
Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol (SIM) 387 15-110 122220 2031
Phenol-d6 (SIM) 307 15-110 122220 2031
Nitrobenzene-d5 732 30-130 122220 2031
2-Fluorobiphenyl 726 30-130 122220 2031
246-Tribromophenol (SIM) 101 15-110 122220 2031
p-Terphenyl-d14 905 30-130 122220 2031
Page 9 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05
Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL
Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL
Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Page 10 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL
Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol 473 15-110 122120 1953
Phenol-d6 377 15-110 122120 1953
Nitrobenzene-d5 686 30-130 122120 1953
2-Fluorobiphenyl 785 30-130 122120 1953
246-Tribromophenol 111 15-110 S-07 122120 1953
p-Terphenyl-d14 880 30-130 122120 1953
Page 11 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Polychlorinated Biphenyls By GCECD
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG
Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG
Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG
Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG
Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG
Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG
Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG
Surrogates Recovery Recovery Limits FlagQual
Decachlorobiphenyl [1] 575 30-150 122120 1252
Decachlorobiphenyl [2] 577 30-150 122120 1252
Tetrachloro-m-xylene [1] 803 30-150 122120 1252
Tetrachloro-m-xylene [2] 835 30-150 122120 1252
Page 12 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH
Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH
Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL
Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV
Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH
Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL
Page 13 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH
Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC
Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL
Page 14 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Drinking Water Organics EPA 5041
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB
Surrogates Recovery Recovery Limits FlagQual
13-Dibromopropane (1) 102 70-130 121820 2221
Page 15 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL
Page 16 of 44
[TOC_2]20L0887-02[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH
Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH
Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL
Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV
Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH
Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL
Page 17 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Page 18 of 44
[TOC_1]Sample Preparation Information[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method SW-846 3510C Analytical Method 6083
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273089 1000 500 121820
Prep Method SW-846 5030B Analytical Method 6241
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273078 5 500 121820
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273158 980 100 121920
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273270 980 100 121920
EPA 1664B
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273396 200 122320
Prep Method EPA 2007 Analytical Method EPA 2007
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273165 500 500 121920
20L0887-01 [Influent] B273165 500 121920
20L0887-02 [Receiving Water] B273165 500 500 121920
20L0887-02 [Receiving Water] B273165 500 121920
Prep Method EPA 2008 Analytical Method EPA 2008
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273164 500 500 121920
20L0887-02 [Receiving Water] B273164 500 500 121920
Prep Method EPA 2451 Analytical Method EPA 2451
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273201 600 600 122120
20L0887-02 [Receiving Water] B273201 600 600 122120
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
Page 19 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273112 100 100 121820
EPA 3501
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273331 100 100 122220
20L0887-02 [Receiving Water] B273331 100 100 122220
Prep Method EPA 504 water Analytical Method EPA 5041
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273121 360 350 121820
SM21-22 2540D
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273059 100 121820
SM21-22 3500 Cr B
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273029 500 500 121620
20L0887-02 [Receiving Water] B273029 500 500 121620
SM21-22 4500 CL G
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273038 100 100 121620
Prep Method EPA 2008 Analytical Method Tri Chrome Calc
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273164 500 121920
20L0887-02 [Receiving Water] B273164 500 121920
Page 20 of 44
[TOC_2]Volatile Organic Compounds by GCMS[TOC]
[TOC_3]B273078[TOC]
[TOC_1]QC Data[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
Blank (B273078-BLK1) Prepared 121820 Analyzed 121920
Acetone ND 500 microgL
tert-Amyl Methyl Ether (TAME) ND 0500 microgL
Benzene ND 100 microgL
Bromodichloromethane ND 200 microgL
Bromoform ND 200 microgL
Bromomethane ND 200 microgL
tert-Butyl Alcohol (TBA) ND 200 microgL
Carbon Tetrachloride ND 200 microgL
Chlorobenzene ND 200 microgL
Chlorodibromomethane ND 200 microgL
Chloroethane ND 200 microgL
Chloroform ND 200 microgL
Chloromethane ND 200 microgL
12-Dichlorobenzene ND 200 microgL
13-Dichlorobenzene ND 200 microgL
14-Dichlorobenzene ND 200 microgL
12-Dichloroethane ND 200 microgL
11-Dichloroethane ND 200 microgL
11-Dichloroethylene ND 200 microgL
trans-12-Dichloroethylene ND 200 microgL
12-Dichloropropane ND 200 microgL
cis-13-Dichloropropene ND 200 microgL
14-Dioxane ND 500 microgL
trans-13-Dichloropropene ND 200 microgL
Ethanol ND 500 microgL V-05
Ethylbenzene ND 200 microgL
Methyl tert-Butyl Ether (MTBE) ND 200 microgL
Methylene Chloride ND 500 microgL
1122-Tetrachloroethane ND 200 microgL
Tetrachloroethylene ND 200 microgL
Toluene ND 100 microgL
111-Trichloroethane ND 200 microgL
112-Trichloroethane ND 200 microgL
Trichloroethylene ND 200 microgL
Trichlorofluoromethane (Freon 11) ND 200 microgL
Vinyl Chloride ND 200 microgL
m+p Xylene ND 200 microgL
o-Xylene ND 100 microgL
Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130
Surrogate Toluene-d8 232 microgL 250 930 70-130
Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Acetone 170 500 microgL 200 858 70-160
tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130
Benzene 16 100 microgL 200 822 65-135
Bromodichloromethane 19 200 microgL 200 968 65-135
Bromoform 24 200 microgL 200 121 70-130
Bromomethane 16 200 microgL 200 790 15-185
tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160
Carbon Tetrachloride 18 200 microgL 200 905 70-130
Chlorobenzene 21 200 microgL 200 103 65-135
Page 21 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Chlorodibromomethane 21 200 microgL 200 107 70-135
Chloroethane 17 200 microgL 200 834 40-160
Chloroform 17 200 microgL 200 872 70-135
Chloromethane 60 200 microgL 200 300 20-205
12-Dichlorobenzene 18 200 microgL 200 905 65-135
13-Dichlorobenzene 18 200 microgL 200 924 70-130
14-Dichlorobenzene 18 200 microgL 200 896 65-135
12-Dichloroethane 20 200 microgL 200 100 70-130
11-Dichloroethane 18 200 microgL 200 893 70-130
11-Dichloroethylene 19 200 microgL 200 932 50-150
trans-12-Dichloroethylene 17 200 microgL 200 852 70-130
12-Dichloropropane 20 200 microgL 200 996 35-165
cis-13-Dichloropropene 17 200 microgL 200 852 25-175
14-Dioxane 200 500 microgL 200 101 40-130
trans-13-Dichloropropene 18 200 microgL 200 916 50-150
Ethanol 150 500 microgL 200 738 40-160 V-05
Ethylbenzene 20 200 microgL 200 989 60-140
Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130
Methylene Chloride 15 500 microgL 200 738 60-140
1122-Tetrachloroethane 20 200 microgL 200 100 60-140
Tetrachloroethylene 22 200 microgL 200 112 70-130
Toluene 18 100 microgL 200 902 70-130
111-Trichloroethane 19 200 microgL 200 934 70-130
112-Trichloroethane 21 200 microgL 200 103 70-130
Trichloroethylene 19 200 microgL 200 947 65-135
Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150
Vinyl Chloride 13 200 microgL 200 662 5-195
m+p Xylene 40 200 microgL 400 101 70-130
o-Xylene 20 100 microgL 200 100 70-130
Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130
Surrogate Toluene-d8 240 microgL 250 961 70-130
Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130
Page 22 of 44
[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]
[TOC_3]B273270[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273270 - SW-846 3510C
LCS (B273270-BS1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143
Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410
Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159
Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434
Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158
Chrysene (SIM) 40 microgL 500 835 17-168417
Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227
Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426
Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176
Surrogate 2-Fluorophenol 855 microgL 200 427 15-110
Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110
Surrogate Phenol-d6 657 microgL 200 328 15-110
Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110
Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130
Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130
Surrogate 246-Tribromophenol 124 microgL 140 884 15-110
Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110
Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130
LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53
Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72
Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71
Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63
Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82
Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87
Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126
Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99
Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86
Surrogate 2-Fluorophenol 897 microgL 200 448 15-110
Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110
Surrogate Phenol-d6 708 microgL 200 354 15-110
Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110
Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130
Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130
Surrogate 246-Tribromophenol 136 microgL 140 972 15-110
Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110
Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130
Page 23 of 44
[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]
[TOC_3]B273158[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
4-Nitrophenol
N-Nitrosodimethylamine
N-Nitrosodi-n-propylamine
2-Methylnaphthalene
Phenanthrene
2-Methylphenol
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
102
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
100
100
100
500
500
100
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
200 509 15-110
L-04 R-05 V-04
V-05
Page 24 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1) Prepared 121920 Analyzed 122120
Surrogate Phenol-d6 777 microgL 200 389 15-110
Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130
Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130
Surrogate 246-Tribromophenol 144 microgL 140 102 15-110
Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130
LCS (B273158-BS1) Prepared 121920 Analyzed 122120
Acenaphthene 409 500 microgL 500 817 47-145
Acenaphthylene 398 500 microgL 500 797 33-145
Anthracene 406 500 microgL 500 812 27-133
Benzidine
Benzo(ghi)perylene
817
479
200
500
microgL
microgL
100 817 40-140
500 957 10-219
V-04 V-05 L-04
R-05
4-Bromophenylphenylether 376 100 microgL 500 751 53-127
Butylbenzylphthalate 400 100 microgL 500 800 10-152
4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147
Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158
Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166
2-Chloronaphthalene 336 100 microgL 500 672 60-120
2-Chlorophenol 364 100 microgL 500 728 23-134
4-Chlorophenylphenylether 388 100 microgL 500 776 25-158
Di-n-butylphthalate 389 100 microgL 500 778 10-120
13-Dichlorobenzene 302 500 microgL 500 604 10-172
14-Dichlorobenzene 311 500 microgL 500 622 20-124
12-Dichlorobenzene 319 500 microgL 500 638 32-129
33-Dichlorobenzidine 427 100 microgL 100 427 10-262
24-Dichlorophenol 414 100 microgL 500 827 39-135
Diethylphthalate 390 100 microgL 500 780 10-120
24-Dimethylphenol 368 100 microgL 500 737 32-120
Dimethylphthalate 385 100 microgL 500 770 10-120
46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181
24-Dinitrophenol 512 100 microgL 500 102 10-191
24-Dinitrotoluene 433 100 microgL 500 865 39-139
26-Dinitrotoluene 432 100 microgL 500 864 50-158
Di-n-octylphthalate 384 100 microgL 500 767 4-146
12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140
Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158
Fluoranthene 404 500 microgL 500 807 26-137
Fluorene 411 500 microgL 500 821 59-121
Hexachlorobenzene 401 100 microgL 500 802 10-152
Hexachlorobutadiene 335 100 microgL 500 670 24-120
Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140
Hexachloroethane 301 100 microgL 500 602 40-120
Isophorone 401 100 microgL 500 802 21-196
Naphthalene 363 500 microgL 500 727 21-133
Nitrobenzene 350 100 microgL 500 701 35-180
2-Nitrophenol 443 100 microgL 500 886 29-182
4-Nitrophenol 232 100 microgL 500 463 10-132
N-Nitrosodimethylamine 204 100 microgL 500 407 40-140
N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230
2-Methylnaphthalene 424 500 microgL 500 848 40-140
Phenanthrene 402 500 microgL 500 803 54-120
2-Methylphenol 362 100 microgL 500 725 40-140
Page 25 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS (B273158-BS1)
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
Surrogate Phenol-d6
Surrogate Nitrobenzene-d5
Surrogate 2-Fluorobiphenyl
Surrogate 246-Tribromophenol
Surrogate p-Terphenyl-d14
180
349
395
346
425
111
867
760
821
153
876
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 361 5-120
500 699 40-140
500 790 52-120
500 691 44-142
500 851 37-144
200 553 15-110
200 434 15-110
100 760 30-130
100 821 30-130
140 109 15-110
100 876 30-130
LCS Dup (B273158-BSD1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
354
338
354
520
408
331
345
364
286
298
272
311
333
337
243
247
262
370
352
339
305
336
392
450
377
374
322
314
339
355
355
351
270
296
246
339
296
294
365
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 708 47-145
500 677 33-145
500 708 27-133
100 520 40-140
500 816 10-219
500 662 53-127
500 690 10-152
500 729 22-147
500 571 12-158
500 597 36-166
500 544 60-120
500 623 23-134
500 665 25-158
500 674 10-120
500 485 10-172
500 494 20-124
500 524 32-129
100 370 10-262
500 705 39-135
500 678 10-120
500 610 32-120
500 672 10-120
500 785 10-181
500 901 10-191
500 754 39-139
500 747 50-158
500 644 4-146
500 628 40-140
500 678 8-158
500 711 26-137
500 711 59-121
500 703 10-152
500 539 24-120
500 593 40-140
500 493 40-120
500 678 21-196
500 593 21-133
500 588 35-180
500 730 29-182
143
163
136
444
159
127
147
131
155
163
211
157
154
143
217
231
195
144
160
140
189
135
125
129
138
145
175
116
154
127
144
132
216
195
199
168
203
175
194
48
74
66
30
97
43
60
73
108
76
24
61
61
47
30
30
30
108
50
100
58
183
203
132
42
48
69
30
82
66
38
55
62
30
52
93
65
62
55
L-04 R-05 V-04
V-05
L-07
Page 26 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120
4-Nitrophenol 213 100 microgL 500 426 10-132 841 131
N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07
N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87
2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30
Phenanthrene 352 500 microgL 500 704 54-120 132 39
2-Methylphenol 323 100 microgL 500 647 40-140 114 30
Phenol 160 100 microgL 500 320 5-120 121 64
34-Methylphenol 310 200 microgL 500 619 40-140 121 30
Pyrene 347 500 microgL 500 694 52-120 130 49
124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50
246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58
Surrogate 2-Fluorophenol 957 microgL 200 479 15-110
Surrogate Phenol-d6 760 microgL 200 380 15-110
Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130
Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130
Surrogate 246-Tribromophenol 129 microgL 140 920 15-110
Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130
Page 27 of 44
[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]
[TOC_3]B273089[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Polychlorinated Biphenyls By GCECD - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273089 - SW-846 3510C
Blank (B273089-BLK1) Prepared 121820 Analyzed 122120
Aroclor-1016 ND 0100 microgL
Aroclor-1016 [2C] ND 0100 microgL
Aroclor-1221 ND 0100 microgL
Aroclor-1221 [2C] ND 0100 microgL
Aroclor-1232 ND 0100 microgL
Aroclor-1232 [2C] ND 0100 microgL
Aroclor-1242 ND 0100 microgL
Aroclor-1242 [2C] ND 0100 microgL
Aroclor-1248 ND 0100 microgL
Aroclor-1248 [2C] ND 0100 microgL
Aroclor-1254 ND 0100 microgL
Aroclor-1254 [2C] ND 0100 microgL
Aroclor-1260 ND 0100 microgL
Aroclor-1260 [2C] ND 0100 microgL
Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150
Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150
Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150
Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150
LCS (B273089-BS1) Prepared 121820 Analyzed 122120
Aroclor-1016 0481 0200 microgL 0500 962 50-140
Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140
Aroclor-1260 0458 0200 microgL 0500 916 8-140
Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140
Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150
Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150
Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150
Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150
LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120
Aroclor-1016 0458 0200 microgL 0500 916 50-140 488
Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628
Aroclor-1260 0423 0200 microgL 0500 847 8-140 784
Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827
Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150
Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150
Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150
Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150
Page 28 of 44
[TOC_2]Metals Analyses (Total)[TOC]
[TOC_3]B273164[TOC]
[TOC_3]B273165[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273164 - EPA 2008
Blank (B273164-BLK1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
10
080
020
10
10
050
50
50
020
10
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
LCS (B273164-BS1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
484
487
473
951
474
477
476
451
955
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
931
969
974
946
951
948
953
952
903
955
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
479
489
476
955
472
480
476
453
954
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
930
959
978
951
955
944
960
951
907
954
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
00503
101
0421
0527
0360
0435
0713
00436
0425
0143
20
20
20
20
20
20
20
20
20
20
Batch B273165 - EPA 2007
Blank (B273165-BLK1) Prepared 121920 Analyzed 122120
Iron
Hardness
ND
ND
0050
14
mgL
mgL
LCS (B273165-BS1) Prepared 121920 Analyzed 122120
Iron
Hardness
412
27
0050
14
mgL
mgL
400
264
103
101
85-115
85-115
Page 29 of 44
[TOC_3]B273201[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273165 - EPA 2007
LCS Dup (B273165-BSD1)
Iron
Hardness
408
26
0050
14
mgL
mgL
Prepared 121920 Analyzed 122120
400 102 85-115
264 993 85-115
0946
130
20
20
Batch B273201 - EPA 2451
Blank (B273201-BLK1)
Mercury ND 000010 mgL
Prepared amp Analyzed 122120
LCS (B273201-BS1)
Mercury 000398 000010 mgL
Prepared amp Analyzed 122120
000400 995 85-115
LCS Dup (B273201-BSD1)
Mercury 000426 000010 mgL
Prepared amp Analyzed 122120
000400 107 85-115 692 20
Page 30 of 44
PAAPHASW-846 Methods (Total)[TOC]
[TOC_3]B273029[TOC]
[TOC_3]B273038[TOC]
[TOC_3]B273059[TOC]
[TOC_3]B273112[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273029 - SM21-22 3500 Cr B
Blank (B273029-BLK1)
Hexavalent Chromium ND 00040 mgL
Prepared amp Analyzed 121620
LCS (B273029-BS1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 101 90-115
LCS Dup (B273029-BSD1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 104 90-115 248 11
Batch B273038 - SM21-22 4500 CL G
Blank (B273038-BLK1)
Chlorine Residual ND 0020 mgL
Prepared amp Analyzed 121620
LCS (B273038-BS1)
Chlorine Residual 066 0020 mgL
Prepared amp Analyzed 121620
0641 102 853-130
LCS Dup (B273038-BSD1)
Chlorine Residual 067 0020 mgL
Prepared amp Analyzed 121620
0641 105 853-130 233 136
Duplicate (B273038-DUP1)
Chlorine Residual
Source 20L0887-01
ND 0020 mgL
Prepared amp Analyzed 121620
ND NC 294
Matrix Spike (B273038-MS1)
Chlorine Residual
Source 20L0887-01
026 0020 mgL
Prepared amp Analyzed 121620
0300 ND 858 10-169
Batch B273059 - SM21-22 2540D
Blank (B273059-BLK1)
Total Suspended Solids ND 25 mgL
Prepared amp Analyzed 121820
LCS (B273059-BS1)
Total Suspended Solids 190 10 mgL
Prepared amp Analyzed 121820
200 950 574-123
Batch B273112 - EPA 3000
Blank (B273112-BLK1)
Chloride ND 10 mgL
Prepared amp Analyzed 121820
LCS (B273112-BS1)
Chloride 10 mgL
Prepared amp Analyzed 121820
100 101 90-110
Page 31 of 44
[TOC_3]B273331[TOC]
[TOC_3]B273396[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273112 - EPA 3000
LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820
Chloride 10 mgL 100 101 90-110 0511 20
Batch B273331 - EPA 3501
Blank (B273331-BLK1) Prepared 122220 Analyzed 122320
Ammonia as N ND 010 mgL
LCS (B273331-BS1) Prepared 122220 Analyzed 122320
Ammonia as N 19 010 mgL 200 966 90-110
LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320
Ammonia as N 20 010 mgL 200 100 90-110 341 20
Batch B273396 - EPA 1664B
Blank (B273396-BLK1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 14 mgL
LCS (B273396-BS1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132
Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18
Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132
Page 32 of 44
[TOC_2]Drinking Water Organics EPA 5041[TOC]
[TOC_3]B273121[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Drinking Water Organics EPA 5041 - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273121 - EPA 504 water
Blank (B273121-BLK1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
ND
110
0021 microgL
microgL
Prepared amp Analyzed 121820
106 104 70-130
LCS (B273121-BS1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0230
106
0021 microgL
microgL
Prepared amp Analyzed 121820
0260 884
104 102
70-130
70-130
LCS Dup (B273121-BSD1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0221
111
0021 microgL
microgL
Prepared amp Analyzed 121820
0257 860
103 108
70-130
70-130
387
Page 33 of 44
[TOC_1]Dual Column RPD Report[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0481
2 0000 0000 0000 0477 06
Aroclor-1260 1 0000 0000 0000 0458
2 0000 0000 0000 0450 22
Page 34 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0458
2 0000 0000 0000 0448 26
Aroclor-1260 1 0000 0000 0000 0423
2 0000 0000 0000 0414 14
Page 35 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0230
Page 36 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0221
Page 37 of 44
[TOC_1]FlagQualifier Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
FLAGQUALIFIER SUMMARY
QC result is outside of established limits
Wide recovery limits established for difficult compound
Wide RPD limits established for difficult compound
Data exceeded client recommended or regulatory level
ND Not Detected
RL Reporting Limit is at the level of quantitation (LOQ)
DL Detection Limit is the lower limit of detection determined by the MDL study
MCL Maximum Contaminant Level
Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the
calculation which have not been rounded
No results have been blank subtracted unless specified in the case narrative section
J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated
concentration (CLP J-Flag)
L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits
Reported value for this compound is likely to be biased on the low side
L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but
the other is within limits RPD between the two LFBLCS results is within method specified criteria
R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any
reported value for this compound
S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All
recoveries are gt 10
V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where
RSD is outside of method specified criteria Reported result is estimated
V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for
this compound
Page 38 of 44
[TOC_1]Certifications[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6083 in Water
Aroclor-1016 CTMANHNYRINCMEVA
Aroclor-1016 [2C] CTMANHNYRINCMEVA
Aroclor-1221 CTMANHNYRINCMEVA
Aroclor-1221 [2C] CTMANHNYRINCMEVA
Aroclor-1232 CTMANHNYRINCMEVA
Aroclor-1232 [2C] CTMANHNYRINCMEVA
Aroclor-1242 CTMANHNYRINCMEVA
Aroclor-1242 [2C] CTMANHNYRINCMEVA
Aroclor-1248 CTMANHNYRINCMEVA
Aroclor-1248 [2C] CTMANHNYRINCMEVA
Aroclor-1254 CTMANHNYRINCMEVA
Aroclor-1254 [2C] CTMANHNYRINCMEVA
Aroclor-1260 CTMANHNYRINCMEVA
Aroclor-1260 [2C] CTMANHNYRINCMEVA
6241 in Water
Acetone CTNYMANH
tert-Amyl Methyl Ether (TAME) MA
Benzene CTNYMANHRINCMEVA
Bromodichloromethane CTNYMANHRINCMEVA
Bromoform CTNYMANHRINCMEVA
Bromomethane CTNYMANHRINCMEVA
tert-Butyl Alcohol (TBA) NYMA
Carbon Tetrachloride CTNYMANHRINCMEVA
Chlorobenzene CTNYMANHRINCMEVA
Chlorodibromomethane CTNYMANHRINCMEVA
Chloroethane CTNYMANHRINCMEVA
Chloroform CTNYMANHRINCMEVA
Chloromethane CTNYMANHRINCMEVA
12-Dichlorobenzene CTNYMANHRINCMEVA
13-Dichlorobenzene CTNYMANHRINCMEVA
14-Dichlorobenzene CTNYMANHRINCMEVA
12-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethylene CTNYMANHRINCMEVA
trans-12-Dichloroethylene CTNYMANHRINCMEVA
12-Dichloropropane CTNYMANHRINCMEVA
cis-13-Dichloropropene CTNYMANHRINCMEVA
14-Dioxane MA
trans-13-Dichloropropene CTNYMANHRINCMEVA
Ethanol NYMANH
Ethylbenzene CTNYMANHRINCMEVA
Methyl tert-Butyl Ether (MTBE) NYMANHNC
Methylene Chloride CTNYMANHRINCMEVA
Naphthalene NYMANC
1122-Tetrachloroethane CTNYMANHRINCMEVA
Tetrachloroethylene CTNYMANHRINCMEVA
Page 39 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6241 in Water
Toluene CTNYMANHRINCMEVA
124-Trichlorobenzene MANC
111-Trichloroethane CTNYMANHRINCMEVA
112-Trichloroethane CTNYMANHRINCMEVA
Trichloroethylene CTNYMANHRINCMEVA
Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA
Vinyl Chloride CTNYMANHRINCMEVA
m+p Xylene CTNYMANHRINC
o-Xylene CTNYMANHRINC
6251 in Water
Acenaphthene CTMANHNYNCRIMEVA
Acenaphthylene CTMANHNYNCRIMEVA
Anthracene CTMANHNYNCRIMEVA
Benzidine CTMANHNYNCRIMEVA
Benzo(ghi)perylene CTMANHNYNCRIMEVA
4-Bromophenylphenylether CTMANHNYNCRIMEVA
Butylbenzylphthalate CTMANHNYNCRIMEVA
4-Chloro-3-methylphenol CTMANHNYNCRIVA
Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA
Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA
2-Chloronaphthalene CTMANHNYNCRIMEVA
2-Chlorophenol CTMANHNYNCRIMEVA
4-Chlorophenylphenylether CTMANHNYNCRIMEVA
Di-n-butylphthalate CTMANHNYNCRIMEVA
13-Dichlorobenzene MANC
14-Dichlorobenzene MANC
12-Dichlorobenzene MANC
33-Dichlorobenzidine CTMANHNYNCRIMEVA
24-Dichlorophenol CTMANHNYNCRIMEVA
Diethylphthalate CTMANHNYNCRIMEVA
24-Dimethylphenol CTMANHNYNCRIMEVA
Dimethylphthalate CTMANHNYNCRIMEVA
46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA
24-Dinitrophenol CTMANHNYNCRIMEVA
24-Dinitrotoluene CTMANHNYNCRIMEVA
26-Dinitrotoluene CTMANHNYNCRIMEVA
Di-n-octylphthalate CTMANHNYNCRIMEVA
12-DiphenylhydrazineAzobenzene NC
Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA
Fluoranthene CTMANHNYNCRIMEVA
Fluorene CTMANHNYNCRIMEVA
Hexachlorobenzene CTMANHNYNCRIMEVA
Hexachlorobutadiene CTMANHNYNCRIMEVA
Hexachlorocyclopentadiene CTMANHNYNCRIMEVA
Hexachloroethane CTMANHNYNCRIMEVA
Isophorone CTMANHNYNCRIMEVA
Page 40 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6251 in Water
Naphthalene CTMANHNYNCRIMEVA
Nitrobenzene CTMANHNYNCRIMEVA
2-Nitrophenol CTMANHNYNCRIMEVA
4-Nitrophenol CTMANHNYNCRIMEVA
N-Nitrosodimethylamine CTMANHNYNCRIMEVA
N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA
2-Methylnaphthalene NC
Phenanthrene CTMANHNYNCRIMEVA
2-Methylphenol NYNC
Phenol CTMANHNYNCRIMEVA
34-Methylphenol NYNC
Pyrene CTMANHNYNCRIMEVA
124-Trichlorobenzene CTMANHNYNCRIMEVA
246-Trichlorophenol CTMANHNYNCRIMEVA
2-Fluorophenol NC
2-Fluorophenol NCVA
Phenol-d6 VA
Nitrobenzene-d5 VA
EPA 2007 in Water
Iron CTMANHNYRINCMEVA
Hardness CTMANHNYRIVA
EPA 2008 in Water
Antimony CTMANHNYRINCMEVA
Arsenic CTMANHNYRINCMEVA
Cadmium CTMANHNYRINCMEVA
Chromium CTMANHNYRINCMEVA
Copper CTMANHNYRINCMEVA
Lead CTMANHNYRINCMEVA
Nickel CTMANHNYRINCMEVA
Selenium CTMANHNYRINCMEVA
Silver CTMANHNYRINCMEVA
Zinc CTMANHNYRINCMEVA
EPA 2451 in Water
Mercury CTMANHRINYNCMEVA
EPA 3000 in Water
Chloride NCNYMAVAMENHCTRI
EPA 3501 in Water
Ammonia as N NCNYMANHRIMEVA
SM21-22 2540D in Water
Total Suspended Solids CTMANHNYRINCMEVA
SM21-22 3500 Cr B in Water
Hexavalent Chromium NYCTNHRIMEVANC
SM21-22 4500 CL G in Water
Chlorine Residual CTMARIME
Page 41 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
SM21-22 4500 CN E in Water
Cyanide CTMANHNYRINCMEVA
Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations
Code Description Number Expires
AIHA AIHA-LAP LLC - ISO170252017 100033 0312022
MA Massachusetts DEP M-MA100 06302021
CT Connecticut Department of Publilc Health PH-0567 09302021
NY New York State Department of Health 10899 NELAP 0412021
NH-S New Hampshire Environmental Lab 2516 NELAP 0252021
RI Rhode Island Department of Health LAO00112 12302020
NC North Carolina Div of Water Quality 652 12312020
NJ New Jersey DEP MA007 NELAP 06302021
FL Florida Department of Health E871027 NELAP 06302021
VT Vermont Department of Health Lead Laboratory LL720741 07302021
ME State of Maine MA00100 0692021
VA Commonwealth of Virginia 460217 12142021
NH-P New Hampshire Environmental Lab 2557 NELAP 0962021
VT-DW Vermont Department of Health Drinking Water VT-255716 06122021
NC-DW North Carolina Department of Health 25703 07312021
PA Commonwealth of Pennsylvania DEP 68-05812 06302021
MI Dept of Env Great Lakes and Energy 9100 0962021
Page 42 of 44
Table of Contents
Page 43 of 44
Table of Contents
Page 44 of 44
Appendix C
Cutsheets
1
2
31
2
1
2
ROD HOOPS
C B A
6 EXTERNAL FEED LINE w
WELDED NIPPLE amp FISH PLATE 313
3
8
169
5
16
6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w
1
BLIND FLANGE 6 BUTTERFLY VALVE
1
(2)
1
2
Couplings
w Plugs
(3) 22 MANWAYS
6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE
ADD LIGHT PROTECTION
BARS BEHIND LIGHTS
480
GLADHAND w FISH PLATE
568
9
16
TUBE 4 x 2 x
1
4
x 65
7
8
TUBE 4 x 2 x
1
4
x 65
3
8
66
TOP OF WEIR TOP OF WEIR
6 TYP
65
1
2
WEIR WEIR
503
C B A
STANDARD SPECIFICATION
CAPACITY 18480 GALLONS (440 BBL)
SIDE SHEETS 14 A36 PLATE
FRONT SHEET 14 A36 PLATE
REAR SHEET 14 A36 PLATE
FLOOR 14 A36 PLATE
MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL
FLOOR CROSSMEMBERS 14 A36 PLATE
SIDE STAKES ONE PIECE 316 A36 PLATE
SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY
AXLE 775 TRACK 22500 LBS CAPACITY
TIRES 11R225 RADIAL
WHEELS 825 x 225 STEEL
MANWAYS 3 - 22 DIA CURB SIDE
VALVES 3 - 6 BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (REAR)
2 - 6 BLIND FLANGE CONNECTION (REAR)
INLET PIPING 1 - 6 PIPE SYSTEM (REAR)
BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)
(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)
PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT
(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT
2
ROD HOOPS
16
UNDER WEIR
OVER WEIR
TUBE 4 x 2 x
1
4
x 95
3
8
STIFFENER
12
90
11
16
T
YP
102
11
16
8T
YP
SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A
NOTE
This drawing is a representation baseline for this model of tank Variations between
this drawing and the actual equipment do exist primarily with appurtenance locations
sizes and quantities
65
3
4
102
118
86
11
16
16
ALL CONNECTIONS MUST
HAVE INTERNAL FLANGES
4 TYP
5
11
16
1
2
ROD HOOPS
22
512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031
PINNACLE MFG THIS DRAWING amp ALL INFORMATION
OTHERWISE NOTED
TOLERANCE UNLESS
NOTES
THEREON IS THE PROPERTY OF
PINNACLE Mfg LLC
1 DO NOT SCALE PRINT
X plusmn 060
2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST
XX plusmn 030
3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS
XXX plusmn 010
MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS
AL470-WT
Lockwood Spec
MATERIAL MATERIAL
FIRST USED ECN
DRW FK
DRAWING NO
SIZE REV
DATE 17-1004
SCALE NTS
BOOK NO
DESCRIPTION
PLASMA DXF FILE
B
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
24
20
CATION EXCHANGE RESIN SOFTENING GRADE
Na FORM CGS
RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do
NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY
FEATURES amp BENEFITS
bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners
bull LOW COLOR THROW
bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop
bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA
Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse
HYDRAULIC PROPERTIES
Pressure Loss Backwash Expansion 100
40degF 60degF 80degF 100degF
40degF 60degF 80degF 100degF
Perc
ent
of E
xpan
sion
80
60
40
20
psi
ft o
f Res
in
16
12
04
00 0 00 50 100 150 200 00 30 60 90 120
gpm sqft gpm sqft
PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures
160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom
08
RESINTECHreg CGS
PHYSICAL PROPERTIES
Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity
Sodium form gt18 meqmL Water Retention
Sodium form 40 to 52 percent Approximate Shipping Weight
Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request
SUGGESTED OPERATING CONDITIONS
Maximum continuous temperature Sodium form 250˚F
Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration
Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft
APPLICATIONS
SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications
0 0 5 10 15 20
5
10
15
20
25
30
Cap
acit
y K
ilogr
ains
per
cu
ft
Salt Dose lbs per cu ft
CGS Softening Capacity
Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied
0 0 5 10 15 20
3
6
9
12
15
Leak
age
ppm
as
CaCO
3
Salt Dose lbs per cu ft
CGS Hardness Leakage
Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support
East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins
MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11
SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM
reg
RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers
FEATURES amp BENEFITS
bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA
bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers
bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS
bull SUPERIOR PHYSICAL STABILITY
bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications
For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels
HYDRAULIC PROPERTIES
Pres
sure
Dro
p p
sift
3
2
1
0
0 2 4
Pressure Drop
o F40
o F60
o F80
100o F
6 8 10 12 14 16 18 20
Flow Rate gpmsqft
Perc
ent E
xpan
sion
100
80
60
40
20
0
00
Backwash Expansion
o F40 o F
60o F
80
100
10 20 30
Flow Rate gpmsqft
o F
40
PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign
matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form
1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom
RESINTECHreg SBG1
PHYSICAL PROPERTIES
Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3
+Clndash
Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50
+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent
pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention
Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent
Solubility Insoluble Approximate Shipping Weight
Cl Form 44 lbscuft OH Form 41 lbscuft
Swelling Cl- to OH- 18 to 25 percent Total Capacity
Cl Form 145 meqml min OH Form 115 meqml min
SUGGESTED OPERATING CONDITIONS
Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF
Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates
Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft
OPERATING CAPACITY
The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table
Pounds NaOHft3
Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3
4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222
APPLICATIONS
DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications
RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams
Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions
RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates
CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins
Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions
SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC
GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS
PERFORMANCE
ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better
RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)
160degF constant PRESSURE RATING 150 psi
MATERIALS
TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel
Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact
plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional
REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The
register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking
hasp COATING Fusion-bonded epoxy
OPTIONS
bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal
flowrates bull Electronic Propeller Meter available in all sizes of this
model bull A complete line of flow recordingcontrol
instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results
McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS
Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order
FOR MORE INFORMATION CONTACT
copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom
Appendix D
Supporting Information
- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR
^ _ _ a _ _ _ bc
13
13
13 13 13 13 13 13 13 13 13 13 13
Documentation of the Results of the ESA Eligibility Determination
Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area
An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site
bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County
Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat
Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat
United States Department of the Interior FISH AND WILDLIFE SERVICE
New England Ecological Services Field Office 70 Commercial Street Suite 300
Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104
httpwwwfwsgovnewengland
In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street
Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project
To Whom It May Concern
The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)
New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list
The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat
2 12162020 Event Code 05E1NE00-2021-E-02261
A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212
If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at
httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats
Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml
We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office
Attachment(s)
Official Species List
1 12162020 Event Code 05E1NE00-2021-E-02261
Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action
This species list is provided by
New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541
2 12162020 Event Code 05E1NE00-2021-E-02261
Project Summary Consultation Code 05E1NE00-2021-SLI-0752
Event Code 05E1NE00-2021-E-02261
Project Name 1600 Osgood Street
Project Type Water Withdrawal Depletion
Project Description Construction Dewatering
Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W
Counties Essex MA
3 12162020 Event Code 05E1NE00-2021-E-02261
Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list
Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce
See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions
1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce
Mammals NAME STATUS
Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045
Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION
Documentation of the National Historic Preservation Act Eligibility Determination
As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties
MACRIS Search Results
Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure
Inv No Property Name Street Town Year
Wednesday December 16 2020 Page 1 of 1
Site
Additional Tank Storage
Notes 1 Figure is not to scale
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 1 ndash Locus Plan 1600 Osgood Street North Andover MA
Notes
1 Figure is not to scale
Building 40
Building 50
Source
Key Outfalls Sample Location Buildings
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2A ndash General Site Plan 1600 Osgood Street North Andover Massachusetts
Notes
Key Outfall 002 Drain Line Discharge Location(s)
Source
Building 40
Water Treatment system 1 Figure is not to scale
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2B ndash Site Plan Building 40 1600 Osgood Street North Andover Massachusetts
Building 50
Source Key Outfall 001Notes Drain Line Discharge Location(s) 1 Figure is not to scale Water Treatment system
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2C ndash Site Plan Building 50 1600 Osgood Street North Andover Massachusetts
Influent
Bag Filtration
P P
P P
18000 Gallon Weir Tank Centrifugal
Pump Skid
Submersible Pump w
Float
P
P
Liquid Phase Reactivated
Carbon Vessels
P
P
P
PEffluent
Discharge
Flow Meter
Totalizer
P
P
Caton Exchange
Media Vessel
Anion Exchange
Media Vessel
Key
PipingHose
Sample Port
Ball Valve
Butterfly Valve
Pressure Gauge
Check Valve
PNotes
1) Figure is not to scale
2) System rated for 400 GPM Gate Valve
Contingency
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Office 774-450-7177
Water Treatment System Schematic 1600 Osgood Street
North Andover MA
PR
OJE
CT
No
2-2
137
FIG
UR
E N
o
5
DESIGNED BY LRT DRAWN BY JHJ
CHECKED BY DATE
Appendix A
NOI Form
MAG910000
NHG910000
Appendix IV ndash Part 1 ndash NOI
Page 14 of 24
II Suggested Format for the Remediation General Permit Notice of Intent (NOI)
A General site information
1 Name of site Site address
Street
City State Zip
2 Site owner Contact Person
Telephone Email
Owner is (check one) Federal StateTribal Private
Other if so specify
Mailing address
Street
City State Zip
3 Site operator if different than owner Contact Person
Telephone Email
Mailing address
Street
City State Zip
4 NPDES permit number assigned by EPA
NPDES permit is (check all that apply RGP DGP CGP
MSGP Individual NPDES permit Other if so specify
5 Other regulatory program(s) that apply to the site (check all that apply)
MA Chapter 21e list RTN(s) CERCLA
UIC Program
NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit
CWA Section 404
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 15 of 24
B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)
Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River
2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No
Are sensitive receptors present near the site (check one) Yes No
If yes specify
3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any
pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part
46 of the RGP
4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in
Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire
5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in
accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire
6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No
If yes indicate date confirmation received
7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII
(check one) Yes No
C Source water information
1 Source water(s) is (check any that apply)
Contaminated groundwater
Has the operator attached a summary of influent
sampling results as required in Part 42 of the RGP
in accordance with the instruction in Appendix
VIII (check one)
Yes No
Contaminated surface water
Has the operator attached a summary of influent
sampling results as required in Part 42 of the
RGP in accordance with the instruction in
Appendix VIII (check one)
Yes No
The receiving water Potable water if so indicate
municipality or origin
A surface water other
than the receiving water if
so indicate waterbody Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 16 of 24
2 Source water contaminants
a For source waters that are contaminated groundwater or contaminated
surface water indicate are any contaminants present that are not included in
the RGP (check one) Yes No If yes indicate the contaminant(s) and
the maximum concentration present in accordance with the instructions in
Appendix VIII
b For a source water that is a surface water other than the receiving water potable water
or other indicate any contaminants present at the maximum concentration in accordance
with the instructions in Appendix VIII (check one) Yes No
3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No
D Discharge information
1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source
Outfall(s) Outfall location(s) (Latitude Longitude)
Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify
A private storm sewer system A municipal storm sewer system
If the discharge enters the receiving water via a private or municipal storm sewer system
Has notification been provided to the owner of this system (check one) Yes No
Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for
obtaining permission
Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No
Provide the expected start and end dates of discharge(s) (monthyear)
Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge
Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 17 of 24
2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)
I ndash Petroleum-Related Site Remediation
II ndash Non-Petroleum-Related Site Remediation
III ndash Contaminated Site Dewatering
IV ndash Dewatering of Pipelines and Tanks
V ndash Aquifer Pump Testing
VI ndash Well DevelopmentRehabilitation
VII ndash Collection Structure DewateringRemediation
VIII ndash Dredge-Related Dewatering
a If Activity Category I or II (check all that apply)
A Inorganics
B Non-Halogenated Volatile Organic Compounds
C Halogenated Volatile Organic Compounds
D Non-Halogenated Semi-Volatile Organic Compounds
E Halogenated Semi-Volatile Organic Compounds
F Fuels Parameters
b If Activity Category III IV V VI VII or VIII (check either G or H)
G Sites with Known
Contamination H Sites with Unknown Contamination
c If Category III-G IV-G V-G VI-G
VII-G or VIII-G (check all that apply)
A Inorganics
B Non-Halogenated Volatile
Organic Compounds
C Halogenated Volatile Organic
Compounds
D Non-Halogenated Semi-Volatile
Organic Compounds
E Halogenated Semi-Volatile
Organic Compounds
F Fuels Parameters
d If Category III-H IV-H V-H VI-H VII-H or
VIII-H Contamination Type Categories A through
F apply
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 18 of 24
4 Influent and Effluent Characteristics
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
A Inorganics
Ammonia Report mgL ---
Chloride Report microgl ---
Total Residual Chlorine 02 mgL
Total Suspended Solids 30 mgL
Antimony 206 microgL
Arsenic 104 microgL
Cadmium 102 microgL
Chromium III 323 microgL
Chromium VI 323 microgL
Copper 242 microgL
Iron 5000 microgL
Lead 160 microgL
Mercury 0739 microgL
Nickel 1450 microgL
Selenium 2358 microgL
Silver 351 microgL
Zinc 420 microgL
Cyanide 178 mgL
B Non-Halogenated VOCs
Total BTEX 100 microgL ---
Benzene 50 microgL ---
14 Dioxane 200 microgL ---
Acetone 797 mgL ---
Phenol 1080 microgL
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 19 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
C Halogenated VOCs
Carbon Tetrachloride 44 microgL
12 Dichlorobenzene 600 microgL ---
13 Dichlorobenzene 320 microgL ---
14 Dichlorobenzene 50 microgL ---
Total dichlorobenzene 763 microgL in NH ---
11 Dichloroethane 70 microgL ---
12 Dichloroethane 50 microgL ---
11 Dichloroethylene 32 microgL ---
Ethylene Dibromide 005 microgL ---
Methylene Chloride 46 microgL ---
111 Trichloroethane 200 microgL ---
112 Trichloroethane 50 microgL ---
Trichloroethylene 50 microgL ---
Tetrachloroethylene 50 microgL
cis-12 Dichloroethylene 70 microgL ---
Vinyl Chloride 20 microgL ---
D Non-Halogenated SVOCs
Total Phthalates 190 microgL
Diethylhexyl phthalate 101 microgL
Total Group I PAHs 10 microgL ---
Benzo(a)anthracene
As Total PAHs
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Dibenzo(ah)anthracene
Indeno(123-cd)pyrene
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 20 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
Total Group II PAHs 100 microgL ---
Naphthalene 20 microgL ---
E Halogenated SVOCs
Total PCBs 0000064 microgL ---
Pentachlorophenol 10 microgL ---
F Fuels Parameters
Total Petroleum
Hydrocarbons 50 mgL ---
Ethanol Report mgL ---
Methyl-tert-Butyl Ether 70 microgL
tert-Butyl Alcohol 120 microgL in MA
40 microgL in NH ---
tert-Amyl Methyl Ether 90 microgL in MA
140 microgL in NH ---
Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 21 of 24
E Treatment system information
1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)
AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption
Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify
2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge
Identify each major treatment component (check any that apply)
Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter
Chemical feed tank Air stripping unit Bag filter Other if so specify
Indicate if either of the following will occur (check any that apply)
Chlorination De-chlorination
3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component
Indicate the most limiting component
Is use of a flow meter feasible (check one) Yes No if so provide justification
Provide the proposed maximum effluent flow in gpm
Provide the average effluent flow in gpm
If Activity Category IV applies indicate the estimated total volume of water that will be discharged
4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 22 of 24
F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)
Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify
2 Provide the following information for each chemicaladditive using attachments if necessary
a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and
f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))
3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance
with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section
307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive
(check one) Yes No
G Endangered Species Act eligibility determination
1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the
ldquoaction areardquo
FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)
or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat
(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)
Yes No
FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical
habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and
related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the
FWS This determination was made by (check one) the operator EPA Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 23 of 24
NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of
listed species Has the operator previously completed consultation with NMFS (check one) Yes No
2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No
Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach
H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on
historic properties
Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties
Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse
effect on historic properties
2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No
Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or
other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No
I Supplemental information
Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary
Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No
Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No
Site RTNs
MA Limits WQBEL
Outfall 001
Enter number values in green boxes below Enter values in the units specified
darr
625 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
1079
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10786
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 23729 microgL
40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL
21572 microgL
MA Limits WQBEL
Outfall 002
Enter number values in green boxes below Enter values in the units specified
darr
00026 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
102
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 22 microgL
00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL
20 microgL
Dilution Calculation
Determination
From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM
Hi Jake
It was nice speaking to you earlier today
The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102
Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage
Please let me know if you have any questions
Happy New Year Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Xiaodon
I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime
Thank you
Jake
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617
M 5089309812 jjenningslrt-llcnet
From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs
Hi Jake
There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)
According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River
To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2
7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD
Design flow = 400 gpm =058 MGD
Dilution Factor at outfall 001 = (058 +625)058 = 1079
For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday
Please let me know if we can have a phone call anytime Monday - Wednesday
I hope you have a lovely holiday Regards Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Cathy and Xiaodan
I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated
Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval
The project
1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm
The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417
Have a great holiday
Thank you
Jake Jennings
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet
Appendix B
Laboratory Data
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
December 31 2020
John Henry
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Project Location 1600 Osgood St
Client Job Number
Project Number 2-2137
Laboratory Work Order Number 20L0887
Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions
concerning this report please feel free to contact me
Sincerely
Kerry K McGee
Project Manager
Page 1 of 44
Table of Contents
Table of Contents
Sample Summary 4
Case Narrative 5
Sample Results 8
20L0887-01 8
20L0887-02 17
Sample Preparation Information 19
QC Data 21
Volatile Organic Compounds by GCMS 21
B273078 21
Semivolatile Organic Compounds by GCMS 23
B273270 23
Semivolatile Organic Compounds by - GCMS 24
B273158 24
Polychlorinated Biphenyls By GCECD 28
B273089 28
Metals Analyses (Total) 29
B273164 29
B273165 29
B273201 30
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31
B273029 31
B273038 31
B273059 31
B273112 31
B273331 32
Page 2 of 44
Table of Contents
Table of Contents (continued)
B273396
Drinking Water Organics EPA 5041
B273121
Dual Column RPD Report
FlagQualifier Summary
Certifications
Chain of CustodySample Receipt
32
33
33
34
38
39
43
Page 3 of 44
[TOC_1]Sample Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Lockwood Remediation Technologies LLC
89 Crawford Street REPORT DATE 12312020
Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137
ATTN John Henry
PROJECT NUMBER 2-2137
ANALYTICAL SUMMARY
WORK ORDER NUMBER 20L0887
The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report
PROJECT LOCATION 1600 Osgood St
FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB
Influent 20L0887-01 Ground Water 6083
6241
6251
EPA 1664B
EPA 2007
EPA 2008
EPA 2451
EPA 3000
EPA 3501
EPA 5041
SM21-22 2540D
SM21-22 3500 Cr B
SM21-22 4500 CL G
SM21-22 4500 CN E MA M-MA-086CT
PH-0574NY11148
Tri Chrome Calc
Receiving Water 20L0887-02 Ground Water EPA 2007
EPA 2008
EPA 2451
EPA 3501
SM21-22 3500 Cr B
Tri Chrome Calc
Page 4 of 44
[TOC_1]Case Narrative[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CASE NARRATIVE SUMMARY
All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report
REVISED REPORT - 12312020 - Ethanol addded per clients request
Page 5 of 44
V-05
L-04
L-07
R-05
S-07
V-04
V-05
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
6241
Qualifications
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Ethanol
20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1
6251
Qualifications
Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this
compound is likely to be biased on the low side Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD
between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified
2-Chloronaphthalene
B273158-BSD1
N-Nitrosodimethylamine
B273158-BSD1
Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this
compound Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10
Analyte amp Samples(s) Qualified
246-Tribromophenol
20L0887-01[Influent]
Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method
specified criteria Reported result is estimated Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Page 6 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing
I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed
in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the
best of my knowledge and belief accurate and complete
Lisa A Worthington
Technical Representative
Page 7 of 44
[TOC_2]20L0887-01[TOC]
[TOC_1]Sample Results[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Volatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD
tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD
Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD
Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD
Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD
tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD
Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD
Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD
Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD
Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD
Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD
Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD
14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD
trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD
12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD
trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD
Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD
Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD
Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD
Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD
1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD
Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD
Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD
111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD
Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD
Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD
o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD
Surrogates Recovery Recovery Limits FlagQual
12-Dichloroethane-d4 833 70-130 121920 343
Toluene-d8 954 70-130 121920 343
4-Bromofluorobenzene 102 70-130 121920 343
Page 8 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA
Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA
Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA
Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA
Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA
Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA
Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA
Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA
Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol (SIM) 387 15-110 122220 2031
Phenol-d6 (SIM) 307 15-110 122220 2031
Nitrobenzene-d5 732 30-130 122220 2031
2-Fluorobiphenyl 726 30-130 122220 2031
246-Tribromophenol (SIM) 101 15-110 122220 2031
p-Terphenyl-d14 905 30-130 122220 2031
Page 9 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05
Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL
Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL
Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Page 10 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL
Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol 473 15-110 122120 1953
Phenol-d6 377 15-110 122120 1953
Nitrobenzene-d5 686 30-130 122120 1953
2-Fluorobiphenyl 785 30-130 122120 1953
246-Tribromophenol 111 15-110 S-07 122120 1953
p-Terphenyl-d14 880 30-130 122120 1953
Page 11 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Polychlorinated Biphenyls By GCECD
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG
Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG
Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG
Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG
Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG
Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG
Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG
Surrogates Recovery Recovery Limits FlagQual
Decachlorobiphenyl [1] 575 30-150 122120 1252
Decachlorobiphenyl [2] 577 30-150 122120 1252
Tetrachloro-m-xylene [1] 803 30-150 122120 1252
Tetrachloro-m-xylene [2] 835 30-150 122120 1252
Page 12 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH
Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH
Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL
Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV
Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH
Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL
Page 13 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH
Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC
Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL
Page 14 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Drinking Water Organics EPA 5041
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB
Surrogates Recovery Recovery Limits FlagQual
13-Dibromopropane (1) 102 70-130 121820 2221
Page 15 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL
Page 16 of 44
[TOC_2]20L0887-02[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH
Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH
Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL
Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV
Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH
Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL
Page 17 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Page 18 of 44
[TOC_1]Sample Preparation Information[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method SW-846 3510C Analytical Method 6083
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273089 1000 500 121820
Prep Method SW-846 5030B Analytical Method 6241
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273078 5 500 121820
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273158 980 100 121920
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273270 980 100 121920
EPA 1664B
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273396 200 122320
Prep Method EPA 2007 Analytical Method EPA 2007
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273165 500 500 121920
20L0887-01 [Influent] B273165 500 121920
20L0887-02 [Receiving Water] B273165 500 500 121920
20L0887-02 [Receiving Water] B273165 500 121920
Prep Method EPA 2008 Analytical Method EPA 2008
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273164 500 500 121920
20L0887-02 [Receiving Water] B273164 500 500 121920
Prep Method EPA 2451 Analytical Method EPA 2451
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273201 600 600 122120
20L0887-02 [Receiving Water] B273201 600 600 122120
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
Page 19 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273112 100 100 121820
EPA 3501
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273331 100 100 122220
20L0887-02 [Receiving Water] B273331 100 100 122220
Prep Method EPA 504 water Analytical Method EPA 5041
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273121 360 350 121820
SM21-22 2540D
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273059 100 121820
SM21-22 3500 Cr B
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273029 500 500 121620
20L0887-02 [Receiving Water] B273029 500 500 121620
SM21-22 4500 CL G
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273038 100 100 121620
Prep Method EPA 2008 Analytical Method Tri Chrome Calc
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273164 500 121920
20L0887-02 [Receiving Water] B273164 500 121920
Page 20 of 44
[TOC_2]Volatile Organic Compounds by GCMS[TOC]
[TOC_3]B273078[TOC]
[TOC_1]QC Data[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
Blank (B273078-BLK1) Prepared 121820 Analyzed 121920
Acetone ND 500 microgL
tert-Amyl Methyl Ether (TAME) ND 0500 microgL
Benzene ND 100 microgL
Bromodichloromethane ND 200 microgL
Bromoform ND 200 microgL
Bromomethane ND 200 microgL
tert-Butyl Alcohol (TBA) ND 200 microgL
Carbon Tetrachloride ND 200 microgL
Chlorobenzene ND 200 microgL
Chlorodibromomethane ND 200 microgL
Chloroethane ND 200 microgL
Chloroform ND 200 microgL
Chloromethane ND 200 microgL
12-Dichlorobenzene ND 200 microgL
13-Dichlorobenzene ND 200 microgL
14-Dichlorobenzene ND 200 microgL
12-Dichloroethane ND 200 microgL
11-Dichloroethane ND 200 microgL
11-Dichloroethylene ND 200 microgL
trans-12-Dichloroethylene ND 200 microgL
12-Dichloropropane ND 200 microgL
cis-13-Dichloropropene ND 200 microgL
14-Dioxane ND 500 microgL
trans-13-Dichloropropene ND 200 microgL
Ethanol ND 500 microgL V-05
Ethylbenzene ND 200 microgL
Methyl tert-Butyl Ether (MTBE) ND 200 microgL
Methylene Chloride ND 500 microgL
1122-Tetrachloroethane ND 200 microgL
Tetrachloroethylene ND 200 microgL
Toluene ND 100 microgL
111-Trichloroethane ND 200 microgL
112-Trichloroethane ND 200 microgL
Trichloroethylene ND 200 microgL
Trichlorofluoromethane (Freon 11) ND 200 microgL
Vinyl Chloride ND 200 microgL
m+p Xylene ND 200 microgL
o-Xylene ND 100 microgL
Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130
Surrogate Toluene-d8 232 microgL 250 930 70-130
Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Acetone 170 500 microgL 200 858 70-160
tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130
Benzene 16 100 microgL 200 822 65-135
Bromodichloromethane 19 200 microgL 200 968 65-135
Bromoform 24 200 microgL 200 121 70-130
Bromomethane 16 200 microgL 200 790 15-185
tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160
Carbon Tetrachloride 18 200 microgL 200 905 70-130
Chlorobenzene 21 200 microgL 200 103 65-135
Page 21 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Chlorodibromomethane 21 200 microgL 200 107 70-135
Chloroethane 17 200 microgL 200 834 40-160
Chloroform 17 200 microgL 200 872 70-135
Chloromethane 60 200 microgL 200 300 20-205
12-Dichlorobenzene 18 200 microgL 200 905 65-135
13-Dichlorobenzene 18 200 microgL 200 924 70-130
14-Dichlorobenzene 18 200 microgL 200 896 65-135
12-Dichloroethane 20 200 microgL 200 100 70-130
11-Dichloroethane 18 200 microgL 200 893 70-130
11-Dichloroethylene 19 200 microgL 200 932 50-150
trans-12-Dichloroethylene 17 200 microgL 200 852 70-130
12-Dichloropropane 20 200 microgL 200 996 35-165
cis-13-Dichloropropene 17 200 microgL 200 852 25-175
14-Dioxane 200 500 microgL 200 101 40-130
trans-13-Dichloropropene 18 200 microgL 200 916 50-150
Ethanol 150 500 microgL 200 738 40-160 V-05
Ethylbenzene 20 200 microgL 200 989 60-140
Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130
Methylene Chloride 15 500 microgL 200 738 60-140
1122-Tetrachloroethane 20 200 microgL 200 100 60-140
Tetrachloroethylene 22 200 microgL 200 112 70-130
Toluene 18 100 microgL 200 902 70-130
111-Trichloroethane 19 200 microgL 200 934 70-130
112-Trichloroethane 21 200 microgL 200 103 70-130
Trichloroethylene 19 200 microgL 200 947 65-135
Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150
Vinyl Chloride 13 200 microgL 200 662 5-195
m+p Xylene 40 200 microgL 400 101 70-130
o-Xylene 20 100 microgL 200 100 70-130
Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130
Surrogate Toluene-d8 240 microgL 250 961 70-130
Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130
Page 22 of 44
[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]
[TOC_3]B273270[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273270 - SW-846 3510C
LCS (B273270-BS1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143
Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410
Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159
Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434
Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158
Chrysene (SIM) 40 microgL 500 835 17-168417
Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227
Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426
Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176
Surrogate 2-Fluorophenol 855 microgL 200 427 15-110
Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110
Surrogate Phenol-d6 657 microgL 200 328 15-110
Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110
Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130
Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130
Surrogate 246-Tribromophenol 124 microgL 140 884 15-110
Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110
Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130
LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53
Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72
Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71
Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63
Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82
Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87
Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126
Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99
Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86
Surrogate 2-Fluorophenol 897 microgL 200 448 15-110
Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110
Surrogate Phenol-d6 708 microgL 200 354 15-110
Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110
Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130
Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130
Surrogate 246-Tribromophenol 136 microgL 140 972 15-110
Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110
Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130
Page 23 of 44
[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]
[TOC_3]B273158[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
4-Nitrophenol
N-Nitrosodimethylamine
N-Nitrosodi-n-propylamine
2-Methylnaphthalene
Phenanthrene
2-Methylphenol
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
102
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
100
100
100
500
500
100
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
200 509 15-110
L-04 R-05 V-04
V-05
Page 24 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1) Prepared 121920 Analyzed 122120
Surrogate Phenol-d6 777 microgL 200 389 15-110
Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130
Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130
Surrogate 246-Tribromophenol 144 microgL 140 102 15-110
Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130
LCS (B273158-BS1) Prepared 121920 Analyzed 122120
Acenaphthene 409 500 microgL 500 817 47-145
Acenaphthylene 398 500 microgL 500 797 33-145
Anthracene 406 500 microgL 500 812 27-133
Benzidine
Benzo(ghi)perylene
817
479
200
500
microgL
microgL
100 817 40-140
500 957 10-219
V-04 V-05 L-04
R-05
4-Bromophenylphenylether 376 100 microgL 500 751 53-127
Butylbenzylphthalate 400 100 microgL 500 800 10-152
4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147
Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158
Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166
2-Chloronaphthalene 336 100 microgL 500 672 60-120
2-Chlorophenol 364 100 microgL 500 728 23-134
4-Chlorophenylphenylether 388 100 microgL 500 776 25-158
Di-n-butylphthalate 389 100 microgL 500 778 10-120
13-Dichlorobenzene 302 500 microgL 500 604 10-172
14-Dichlorobenzene 311 500 microgL 500 622 20-124
12-Dichlorobenzene 319 500 microgL 500 638 32-129
33-Dichlorobenzidine 427 100 microgL 100 427 10-262
24-Dichlorophenol 414 100 microgL 500 827 39-135
Diethylphthalate 390 100 microgL 500 780 10-120
24-Dimethylphenol 368 100 microgL 500 737 32-120
Dimethylphthalate 385 100 microgL 500 770 10-120
46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181
24-Dinitrophenol 512 100 microgL 500 102 10-191
24-Dinitrotoluene 433 100 microgL 500 865 39-139
26-Dinitrotoluene 432 100 microgL 500 864 50-158
Di-n-octylphthalate 384 100 microgL 500 767 4-146
12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140
Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158
Fluoranthene 404 500 microgL 500 807 26-137
Fluorene 411 500 microgL 500 821 59-121
Hexachlorobenzene 401 100 microgL 500 802 10-152
Hexachlorobutadiene 335 100 microgL 500 670 24-120
Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140
Hexachloroethane 301 100 microgL 500 602 40-120
Isophorone 401 100 microgL 500 802 21-196
Naphthalene 363 500 microgL 500 727 21-133
Nitrobenzene 350 100 microgL 500 701 35-180
2-Nitrophenol 443 100 microgL 500 886 29-182
4-Nitrophenol 232 100 microgL 500 463 10-132
N-Nitrosodimethylamine 204 100 microgL 500 407 40-140
N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230
2-Methylnaphthalene 424 500 microgL 500 848 40-140
Phenanthrene 402 500 microgL 500 803 54-120
2-Methylphenol 362 100 microgL 500 725 40-140
Page 25 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS (B273158-BS1)
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
Surrogate Phenol-d6
Surrogate Nitrobenzene-d5
Surrogate 2-Fluorobiphenyl
Surrogate 246-Tribromophenol
Surrogate p-Terphenyl-d14
180
349
395
346
425
111
867
760
821
153
876
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 361 5-120
500 699 40-140
500 790 52-120
500 691 44-142
500 851 37-144
200 553 15-110
200 434 15-110
100 760 30-130
100 821 30-130
140 109 15-110
100 876 30-130
LCS Dup (B273158-BSD1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
354
338
354
520
408
331
345
364
286
298
272
311
333
337
243
247
262
370
352
339
305
336
392
450
377
374
322
314
339
355
355
351
270
296
246
339
296
294
365
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 708 47-145
500 677 33-145
500 708 27-133
100 520 40-140
500 816 10-219
500 662 53-127
500 690 10-152
500 729 22-147
500 571 12-158
500 597 36-166
500 544 60-120
500 623 23-134
500 665 25-158
500 674 10-120
500 485 10-172
500 494 20-124
500 524 32-129
100 370 10-262
500 705 39-135
500 678 10-120
500 610 32-120
500 672 10-120
500 785 10-181
500 901 10-191
500 754 39-139
500 747 50-158
500 644 4-146
500 628 40-140
500 678 8-158
500 711 26-137
500 711 59-121
500 703 10-152
500 539 24-120
500 593 40-140
500 493 40-120
500 678 21-196
500 593 21-133
500 588 35-180
500 730 29-182
143
163
136
444
159
127
147
131
155
163
211
157
154
143
217
231
195
144
160
140
189
135
125
129
138
145
175
116
154
127
144
132
216
195
199
168
203
175
194
48
74
66
30
97
43
60
73
108
76
24
61
61
47
30
30
30
108
50
100
58
183
203
132
42
48
69
30
82
66
38
55
62
30
52
93
65
62
55
L-04 R-05 V-04
V-05
L-07
Page 26 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120
4-Nitrophenol 213 100 microgL 500 426 10-132 841 131
N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07
N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87
2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30
Phenanthrene 352 500 microgL 500 704 54-120 132 39
2-Methylphenol 323 100 microgL 500 647 40-140 114 30
Phenol 160 100 microgL 500 320 5-120 121 64
34-Methylphenol 310 200 microgL 500 619 40-140 121 30
Pyrene 347 500 microgL 500 694 52-120 130 49
124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50
246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58
Surrogate 2-Fluorophenol 957 microgL 200 479 15-110
Surrogate Phenol-d6 760 microgL 200 380 15-110
Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130
Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130
Surrogate 246-Tribromophenol 129 microgL 140 920 15-110
Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130
Page 27 of 44
[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]
[TOC_3]B273089[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Polychlorinated Biphenyls By GCECD - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273089 - SW-846 3510C
Blank (B273089-BLK1) Prepared 121820 Analyzed 122120
Aroclor-1016 ND 0100 microgL
Aroclor-1016 [2C] ND 0100 microgL
Aroclor-1221 ND 0100 microgL
Aroclor-1221 [2C] ND 0100 microgL
Aroclor-1232 ND 0100 microgL
Aroclor-1232 [2C] ND 0100 microgL
Aroclor-1242 ND 0100 microgL
Aroclor-1242 [2C] ND 0100 microgL
Aroclor-1248 ND 0100 microgL
Aroclor-1248 [2C] ND 0100 microgL
Aroclor-1254 ND 0100 microgL
Aroclor-1254 [2C] ND 0100 microgL
Aroclor-1260 ND 0100 microgL
Aroclor-1260 [2C] ND 0100 microgL
Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150
Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150
Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150
Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150
LCS (B273089-BS1) Prepared 121820 Analyzed 122120
Aroclor-1016 0481 0200 microgL 0500 962 50-140
Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140
Aroclor-1260 0458 0200 microgL 0500 916 8-140
Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140
Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150
Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150
Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150
Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150
LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120
Aroclor-1016 0458 0200 microgL 0500 916 50-140 488
Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628
Aroclor-1260 0423 0200 microgL 0500 847 8-140 784
Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827
Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150
Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150
Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150
Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150
Page 28 of 44
[TOC_2]Metals Analyses (Total)[TOC]
[TOC_3]B273164[TOC]
[TOC_3]B273165[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273164 - EPA 2008
Blank (B273164-BLK1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
10
080
020
10
10
050
50
50
020
10
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
LCS (B273164-BS1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
484
487
473
951
474
477
476
451
955
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
931
969
974
946
951
948
953
952
903
955
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
479
489
476
955
472
480
476
453
954
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
930
959
978
951
955
944
960
951
907
954
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
00503
101
0421
0527
0360
0435
0713
00436
0425
0143
20
20
20
20
20
20
20
20
20
20
Batch B273165 - EPA 2007
Blank (B273165-BLK1) Prepared 121920 Analyzed 122120
Iron
Hardness
ND
ND
0050
14
mgL
mgL
LCS (B273165-BS1) Prepared 121920 Analyzed 122120
Iron
Hardness
412
27
0050
14
mgL
mgL
400
264
103
101
85-115
85-115
Page 29 of 44
[TOC_3]B273201[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273165 - EPA 2007
LCS Dup (B273165-BSD1)
Iron
Hardness
408
26
0050
14
mgL
mgL
Prepared 121920 Analyzed 122120
400 102 85-115
264 993 85-115
0946
130
20
20
Batch B273201 - EPA 2451
Blank (B273201-BLK1)
Mercury ND 000010 mgL
Prepared amp Analyzed 122120
LCS (B273201-BS1)
Mercury 000398 000010 mgL
Prepared amp Analyzed 122120
000400 995 85-115
LCS Dup (B273201-BSD1)
Mercury 000426 000010 mgL
Prepared amp Analyzed 122120
000400 107 85-115 692 20
Page 30 of 44
PAAPHASW-846 Methods (Total)[TOC]
[TOC_3]B273029[TOC]
[TOC_3]B273038[TOC]
[TOC_3]B273059[TOC]
[TOC_3]B273112[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273029 - SM21-22 3500 Cr B
Blank (B273029-BLK1)
Hexavalent Chromium ND 00040 mgL
Prepared amp Analyzed 121620
LCS (B273029-BS1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 101 90-115
LCS Dup (B273029-BSD1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 104 90-115 248 11
Batch B273038 - SM21-22 4500 CL G
Blank (B273038-BLK1)
Chlorine Residual ND 0020 mgL
Prepared amp Analyzed 121620
LCS (B273038-BS1)
Chlorine Residual 066 0020 mgL
Prepared amp Analyzed 121620
0641 102 853-130
LCS Dup (B273038-BSD1)
Chlorine Residual 067 0020 mgL
Prepared amp Analyzed 121620
0641 105 853-130 233 136
Duplicate (B273038-DUP1)
Chlorine Residual
Source 20L0887-01
ND 0020 mgL
Prepared amp Analyzed 121620
ND NC 294
Matrix Spike (B273038-MS1)
Chlorine Residual
Source 20L0887-01
026 0020 mgL
Prepared amp Analyzed 121620
0300 ND 858 10-169
Batch B273059 - SM21-22 2540D
Blank (B273059-BLK1)
Total Suspended Solids ND 25 mgL
Prepared amp Analyzed 121820
LCS (B273059-BS1)
Total Suspended Solids 190 10 mgL
Prepared amp Analyzed 121820
200 950 574-123
Batch B273112 - EPA 3000
Blank (B273112-BLK1)
Chloride ND 10 mgL
Prepared amp Analyzed 121820
LCS (B273112-BS1)
Chloride 10 mgL
Prepared amp Analyzed 121820
100 101 90-110
Page 31 of 44
[TOC_3]B273331[TOC]
[TOC_3]B273396[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273112 - EPA 3000
LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820
Chloride 10 mgL 100 101 90-110 0511 20
Batch B273331 - EPA 3501
Blank (B273331-BLK1) Prepared 122220 Analyzed 122320
Ammonia as N ND 010 mgL
LCS (B273331-BS1) Prepared 122220 Analyzed 122320
Ammonia as N 19 010 mgL 200 966 90-110
LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320
Ammonia as N 20 010 mgL 200 100 90-110 341 20
Batch B273396 - EPA 1664B
Blank (B273396-BLK1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 14 mgL
LCS (B273396-BS1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132
Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18
Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132
Page 32 of 44
[TOC_2]Drinking Water Organics EPA 5041[TOC]
[TOC_3]B273121[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Drinking Water Organics EPA 5041 - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273121 - EPA 504 water
Blank (B273121-BLK1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
ND
110
0021 microgL
microgL
Prepared amp Analyzed 121820
106 104 70-130
LCS (B273121-BS1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0230
106
0021 microgL
microgL
Prepared amp Analyzed 121820
0260 884
104 102
70-130
70-130
LCS Dup (B273121-BSD1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0221
111
0021 microgL
microgL
Prepared amp Analyzed 121820
0257 860
103 108
70-130
70-130
387
Page 33 of 44
[TOC_1]Dual Column RPD Report[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0481
2 0000 0000 0000 0477 06
Aroclor-1260 1 0000 0000 0000 0458
2 0000 0000 0000 0450 22
Page 34 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0458
2 0000 0000 0000 0448 26
Aroclor-1260 1 0000 0000 0000 0423
2 0000 0000 0000 0414 14
Page 35 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0230
Page 36 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0221
Page 37 of 44
[TOC_1]FlagQualifier Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
FLAGQUALIFIER SUMMARY
QC result is outside of established limits
Wide recovery limits established for difficult compound
Wide RPD limits established for difficult compound
Data exceeded client recommended or regulatory level
ND Not Detected
RL Reporting Limit is at the level of quantitation (LOQ)
DL Detection Limit is the lower limit of detection determined by the MDL study
MCL Maximum Contaminant Level
Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the
calculation which have not been rounded
No results have been blank subtracted unless specified in the case narrative section
J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated
concentration (CLP J-Flag)
L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits
Reported value for this compound is likely to be biased on the low side
L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but
the other is within limits RPD between the two LFBLCS results is within method specified criteria
R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any
reported value for this compound
S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All
recoveries are gt 10
V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where
RSD is outside of method specified criteria Reported result is estimated
V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for
this compound
Page 38 of 44
[TOC_1]Certifications[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6083 in Water
Aroclor-1016 CTMANHNYRINCMEVA
Aroclor-1016 [2C] CTMANHNYRINCMEVA
Aroclor-1221 CTMANHNYRINCMEVA
Aroclor-1221 [2C] CTMANHNYRINCMEVA
Aroclor-1232 CTMANHNYRINCMEVA
Aroclor-1232 [2C] CTMANHNYRINCMEVA
Aroclor-1242 CTMANHNYRINCMEVA
Aroclor-1242 [2C] CTMANHNYRINCMEVA
Aroclor-1248 CTMANHNYRINCMEVA
Aroclor-1248 [2C] CTMANHNYRINCMEVA
Aroclor-1254 CTMANHNYRINCMEVA
Aroclor-1254 [2C] CTMANHNYRINCMEVA
Aroclor-1260 CTMANHNYRINCMEVA
Aroclor-1260 [2C] CTMANHNYRINCMEVA
6241 in Water
Acetone CTNYMANH
tert-Amyl Methyl Ether (TAME) MA
Benzene CTNYMANHRINCMEVA
Bromodichloromethane CTNYMANHRINCMEVA
Bromoform CTNYMANHRINCMEVA
Bromomethane CTNYMANHRINCMEVA
tert-Butyl Alcohol (TBA) NYMA
Carbon Tetrachloride CTNYMANHRINCMEVA
Chlorobenzene CTNYMANHRINCMEVA
Chlorodibromomethane CTNYMANHRINCMEVA
Chloroethane CTNYMANHRINCMEVA
Chloroform CTNYMANHRINCMEVA
Chloromethane CTNYMANHRINCMEVA
12-Dichlorobenzene CTNYMANHRINCMEVA
13-Dichlorobenzene CTNYMANHRINCMEVA
14-Dichlorobenzene CTNYMANHRINCMEVA
12-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethylene CTNYMANHRINCMEVA
trans-12-Dichloroethylene CTNYMANHRINCMEVA
12-Dichloropropane CTNYMANHRINCMEVA
cis-13-Dichloropropene CTNYMANHRINCMEVA
14-Dioxane MA
trans-13-Dichloropropene CTNYMANHRINCMEVA
Ethanol NYMANH
Ethylbenzene CTNYMANHRINCMEVA
Methyl tert-Butyl Ether (MTBE) NYMANHNC
Methylene Chloride CTNYMANHRINCMEVA
Naphthalene NYMANC
1122-Tetrachloroethane CTNYMANHRINCMEVA
Tetrachloroethylene CTNYMANHRINCMEVA
Page 39 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6241 in Water
Toluene CTNYMANHRINCMEVA
124-Trichlorobenzene MANC
111-Trichloroethane CTNYMANHRINCMEVA
112-Trichloroethane CTNYMANHRINCMEVA
Trichloroethylene CTNYMANHRINCMEVA
Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA
Vinyl Chloride CTNYMANHRINCMEVA
m+p Xylene CTNYMANHRINC
o-Xylene CTNYMANHRINC
6251 in Water
Acenaphthene CTMANHNYNCRIMEVA
Acenaphthylene CTMANHNYNCRIMEVA
Anthracene CTMANHNYNCRIMEVA
Benzidine CTMANHNYNCRIMEVA
Benzo(ghi)perylene CTMANHNYNCRIMEVA
4-Bromophenylphenylether CTMANHNYNCRIMEVA
Butylbenzylphthalate CTMANHNYNCRIMEVA
4-Chloro-3-methylphenol CTMANHNYNCRIVA
Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA
Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA
2-Chloronaphthalene CTMANHNYNCRIMEVA
2-Chlorophenol CTMANHNYNCRIMEVA
4-Chlorophenylphenylether CTMANHNYNCRIMEVA
Di-n-butylphthalate CTMANHNYNCRIMEVA
13-Dichlorobenzene MANC
14-Dichlorobenzene MANC
12-Dichlorobenzene MANC
33-Dichlorobenzidine CTMANHNYNCRIMEVA
24-Dichlorophenol CTMANHNYNCRIMEVA
Diethylphthalate CTMANHNYNCRIMEVA
24-Dimethylphenol CTMANHNYNCRIMEVA
Dimethylphthalate CTMANHNYNCRIMEVA
46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA
24-Dinitrophenol CTMANHNYNCRIMEVA
24-Dinitrotoluene CTMANHNYNCRIMEVA
26-Dinitrotoluene CTMANHNYNCRIMEVA
Di-n-octylphthalate CTMANHNYNCRIMEVA
12-DiphenylhydrazineAzobenzene NC
Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA
Fluoranthene CTMANHNYNCRIMEVA
Fluorene CTMANHNYNCRIMEVA
Hexachlorobenzene CTMANHNYNCRIMEVA
Hexachlorobutadiene CTMANHNYNCRIMEVA
Hexachlorocyclopentadiene CTMANHNYNCRIMEVA
Hexachloroethane CTMANHNYNCRIMEVA
Isophorone CTMANHNYNCRIMEVA
Page 40 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6251 in Water
Naphthalene CTMANHNYNCRIMEVA
Nitrobenzene CTMANHNYNCRIMEVA
2-Nitrophenol CTMANHNYNCRIMEVA
4-Nitrophenol CTMANHNYNCRIMEVA
N-Nitrosodimethylamine CTMANHNYNCRIMEVA
N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA
2-Methylnaphthalene NC
Phenanthrene CTMANHNYNCRIMEVA
2-Methylphenol NYNC
Phenol CTMANHNYNCRIMEVA
34-Methylphenol NYNC
Pyrene CTMANHNYNCRIMEVA
124-Trichlorobenzene CTMANHNYNCRIMEVA
246-Trichlorophenol CTMANHNYNCRIMEVA
2-Fluorophenol NC
2-Fluorophenol NCVA
Phenol-d6 VA
Nitrobenzene-d5 VA
EPA 2007 in Water
Iron CTMANHNYRINCMEVA
Hardness CTMANHNYRIVA
EPA 2008 in Water
Antimony CTMANHNYRINCMEVA
Arsenic CTMANHNYRINCMEVA
Cadmium CTMANHNYRINCMEVA
Chromium CTMANHNYRINCMEVA
Copper CTMANHNYRINCMEVA
Lead CTMANHNYRINCMEVA
Nickel CTMANHNYRINCMEVA
Selenium CTMANHNYRINCMEVA
Silver CTMANHNYRINCMEVA
Zinc CTMANHNYRINCMEVA
EPA 2451 in Water
Mercury CTMANHRINYNCMEVA
EPA 3000 in Water
Chloride NCNYMAVAMENHCTRI
EPA 3501 in Water
Ammonia as N NCNYMANHRIMEVA
SM21-22 2540D in Water
Total Suspended Solids CTMANHNYRINCMEVA
SM21-22 3500 Cr B in Water
Hexavalent Chromium NYCTNHRIMEVANC
SM21-22 4500 CL G in Water
Chlorine Residual CTMARIME
Page 41 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
SM21-22 4500 CN E in Water
Cyanide CTMANHNYRINCMEVA
Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations
Code Description Number Expires
AIHA AIHA-LAP LLC - ISO170252017 100033 0312022
MA Massachusetts DEP M-MA100 06302021
CT Connecticut Department of Publilc Health PH-0567 09302021
NY New York State Department of Health 10899 NELAP 0412021
NH-S New Hampshire Environmental Lab 2516 NELAP 0252021
RI Rhode Island Department of Health LAO00112 12302020
NC North Carolina Div of Water Quality 652 12312020
NJ New Jersey DEP MA007 NELAP 06302021
FL Florida Department of Health E871027 NELAP 06302021
VT Vermont Department of Health Lead Laboratory LL720741 07302021
ME State of Maine MA00100 0692021
VA Commonwealth of Virginia 460217 12142021
NH-P New Hampshire Environmental Lab 2557 NELAP 0962021
VT-DW Vermont Department of Health Drinking Water VT-255716 06122021
NC-DW North Carolina Department of Health 25703 07312021
PA Commonwealth of Pennsylvania DEP 68-05812 06302021
MI Dept of Env Great Lakes and Energy 9100 0962021
Page 42 of 44
Table of Contents
Page 43 of 44
Table of Contents
Page 44 of 44
Appendix C
Cutsheets
1
2
31
2
1
2
ROD HOOPS
C B A
6 EXTERNAL FEED LINE w
WELDED NIPPLE amp FISH PLATE 313
3
8
169
5
16
6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w
1
BLIND FLANGE 6 BUTTERFLY VALVE
1
(2)
1
2
Couplings
w Plugs
(3) 22 MANWAYS
6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE
ADD LIGHT PROTECTION
BARS BEHIND LIGHTS
480
GLADHAND w FISH PLATE
568
9
16
TUBE 4 x 2 x
1
4
x 65
7
8
TUBE 4 x 2 x
1
4
x 65
3
8
66
TOP OF WEIR TOP OF WEIR
6 TYP
65
1
2
WEIR WEIR
503
C B A
STANDARD SPECIFICATION
CAPACITY 18480 GALLONS (440 BBL)
SIDE SHEETS 14 A36 PLATE
FRONT SHEET 14 A36 PLATE
REAR SHEET 14 A36 PLATE
FLOOR 14 A36 PLATE
MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL
FLOOR CROSSMEMBERS 14 A36 PLATE
SIDE STAKES ONE PIECE 316 A36 PLATE
SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY
AXLE 775 TRACK 22500 LBS CAPACITY
TIRES 11R225 RADIAL
WHEELS 825 x 225 STEEL
MANWAYS 3 - 22 DIA CURB SIDE
VALVES 3 - 6 BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (REAR)
2 - 6 BLIND FLANGE CONNECTION (REAR)
INLET PIPING 1 - 6 PIPE SYSTEM (REAR)
BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)
(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)
PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT
(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT
2
ROD HOOPS
16
UNDER WEIR
OVER WEIR
TUBE 4 x 2 x
1
4
x 95
3
8
STIFFENER
12
90
11
16
T
YP
102
11
16
8T
YP
SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A
NOTE
This drawing is a representation baseline for this model of tank Variations between
this drawing and the actual equipment do exist primarily with appurtenance locations
sizes and quantities
65
3
4
102
118
86
11
16
16
ALL CONNECTIONS MUST
HAVE INTERNAL FLANGES
4 TYP
5
11
16
1
2
ROD HOOPS
22
512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031
PINNACLE MFG THIS DRAWING amp ALL INFORMATION
OTHERWISE NOTED
TOLERANCE UNLESS
NOTES
THEREON IS THE PROPERTY OF
PINNACLE Mfg LLC
1 DO NOT SCALE PRINT
X plusmn 060
2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST
XX plusmn 030
3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS
XXX plusmn 010
MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS
AL470-WT
Lockwood Spec
MATERIAL MATERIAL
FIRST USED ECN
DRW FK
DRAWING NO
SIZE REV
DATE 17-1004
SCALE NTS
BOOK NO
DESCRIPTION
PLASMA DXF FILE
B
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
24
20
CATION EXCHANGE RESIN SOFTENING GRADE
Na FORM CGS
RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do
NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY
FEATURES amp BENEFITS
bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners
bull LOW COLOR THROW
bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop
bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA
Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse
HYDRAULIC PROPERTIES
Pressure Loss Backwash Expansion 100
40degF 60degF 80degF 100degF
40degF 60degF 80degF 100degF
Perc
ent
of E
xpan
sion
80
60
40
20
psi
ft o
f Res
in
16
12
04
00 0 00 50 100 150 200 00 30 60 90 120
gpm sqft gpm sqft
PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures
160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom
08
RESINTECHreg CGS
PHYSICAL PROPERTIES
Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity
Sodium form gt18 meqmL Water Retention
Sodium form 40 to 52 percent Approximate Shipping Weight
Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request
SUGGESTED OPERATING CONDITIONS
Maximum continuous temperature Sodium form 250˚F
Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration
Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft
APPLICATIONS
SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications
0 0 5 10 15 20
5
10
15
20
25
30
Cap
acit
y K
ilogr
ains
per
cu
ft
Salt Dose lbs per cu ft
CGS Softening Capacity
Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied
0 0 5 10 15 20
3
6
9
12
15
Leak
age
ppm
as
CaCO
3
Salt Dose lbs per cu ft
CGS Hardness Leakage
Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support
East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins
MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11
SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM
reg
RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers
FEATURES amp BENEFITS
bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA
bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers
bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS
bull SUPERIOR PHYSICAL STABILITY
bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications
For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels
HYDRAULIC PROPERTIES
Pres
sure
Dro
p p
sift
3
2
1
0
0 2 4
Pressure Drop
o F40
o F60
o F80
100o F
6 8 10 12 14 16 18 20
Flow Rate gpmsqft
Perc
ent E
xpan
sion
100
80
60
40
20
0
00
Backwash Expansion
o F40 o F
60o F
80
100
10 20 30
Flow Rate gpmsqft
o F
40
PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign
matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form
1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom
RESINTECHreg SBG1
PHYSICAL PROPERTIES
Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3
+Clndash
Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50
+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent
pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention
Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent
Solubility Insoluble Approximate Shipping Weight
Cl Form 44 lbscuft OH Form 41 lbscuft
Swelling Cl- to OH- 18 to 25 percent Total Capacity
Cl Form 145 meqml min OH Form 115 meqml min
SUGGESTED OPERATING CONDITIONS
Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF
Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates
Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft
OPERATING CAPACITY
The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table
Pounds NaOHft3
Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3
4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222
APPLICATIONS
DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications
RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams
Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions
RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates
CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins
Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions
SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC
GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS
PERFORMANCE
ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better
RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)
160degF constant PRESSURE RATING 150 psi
MATERIALS
TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel
Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact
plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional
REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The
register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking
hasp COATING Fusion-bonded epoxy
OPTIONS
bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal
flowrates bull Electronic Propeller Meter available in all sizes of this
model bull A complete line of flow recordingcontrol
instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results
McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS
Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order
FOR MORE INFORMATION CONTACT
copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom
Appendix D
Supporting Information
- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR
^ _ _ a _ _ _ bc
13
13
13 13 13 13 13 13 13 13 13 13 13
Documentation of the Results of the ESA Eligibility Determination
Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area
An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site
bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County
Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat
Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat
United States Department of the Interior FISH AND WILDLIFE SERVICE
New England Ecological Services Field Office 70 Commercial Street Suite 300
Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104
httpwwwfwsgovnewengland
In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street
Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project
To Whom It May Concern
The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)
New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list
The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat
2 12162020 Event Code 05E1NE00-2021-E-02261
A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212
If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at
httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats
Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml
We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office
Attachment(s)
Official Species List
1 12162020 Event Code 05E1NE00-2021-E-02261
Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action
This species list is provided by
New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541
2 12162020 Event Code 05E1NE00-2021-E-02261
Project Summary Consultation Code 05E1NE00-2021-SLI-0752
Event Code 05E1NE00-2021-E-02261
Project Name 1600 Osgood Street
Project Type Water Withdrawal Depletion
Project Description Construction Dewatering
Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W
Counties Essex MA
3 12162020 Event Code 05E1NE00-2021-E-02261
Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list
Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce
See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions
1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce
Mammals NAME STATUS
Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045
Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION
Documentation of the National Historic Preservation Act Eligibility Determination
As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties
MACRIS Search Results
Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure
Inv No Property Name Street Town Year
Wednesday December 16 2020 Page 1 of 1
Notes
1 Figure is not to scale
Building 40
Building 50
Source
Key Outfalls Sample Location Buildings
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2A ndash General Site Plan 1600 Osgood Street North Andover Massachusetts
Notes
Key Outfall 002 Drain Line Discharge Location(s)
Source
Building 40
Water Treatment system 1 Figure is not to scale
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2B ndash Site Plan Building 40 1600 Osgood Street North Andover Massachusetts
Building 50
Source Key Outfall 001Notes Drain Line Discharge Location(s) 1 Figure is not to scale Water Treatment system
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2C ndash Site Plan Building 50 1600 Osgood Street North Andover Massachusetts
Influent
Bag Filtration
P P
P P
18000 Gallon Weir Tank Centrifugal
Pump Skid
Submersible Pump w
Float
P
P
Liquid Phase Reactivated
Carbon Vessels
P
P
P
PEffluent
Discharge
Flow Meter
Totalizer
P
P
Caton Exchange
Media Vessel
Anion Exchange
Media Vessel
Key
PipingHose
Sample Port
Ball Valve
Butterfly Valve
Pressure Gauge
Check Valve
PNotes
1) Figure is not to scale
2) System rated for 400 GPM Gate Valve
Contingency
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Office 774-450-7177
Water Treatment System Schematic 1600 Osgood Street
North Andover MA
PR
OJE
CT
No
2-2
137
FIG
UR
E N
o
5
DESIGNED BY LRT DRAWN BY JHJ
CHECKED BY DATE
Appendix A
NOI Form
MAG910000
NHG910000
Appendix IV ndash Part 1 ndash NOI
Page 14 of 24
II Suggested Format for the Remediation General Permit Notice of Intent (NOI)
A General site information
1 Name of site Site address
Street
City State Zip
2 Site owner Contact Person
Telephone Email
Owner is (check one) Federal StateTribal Private
Other if so specify
Mailing address
Street
City State Zip
3 Site operator if different than owner Contact Person
Telephone Email
Mailing address
Street
City State Zip
4 NPDES permit number assigned by EPA
NPDES permit is (check all that apply RGP DGP CGP
MSGP Individual NPDES permit Other if so specify
5 Other regulatory program(s) that apply to the site (check all that apply)
MA Chapter 21e list RTN(s) CERCLA
UIC Program
NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit
CWA Section 404
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 15 of 24
B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)
Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River
2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No
Are sensitive receptors present near the site (check one) Yes No
If yes specify
3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any
pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part
46 of the RGP
4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in
Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire
5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in
accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire
6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No
If yes indicate date confirmation received
7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII
(check one) Yes No
C Source water information
1 Source water(s) is (check any that apply)
Contaminated groundwater
Has the operator attached a summary of influent
sampling results as required in Part 42 of the RGP
in accordance with the instruction in Appendix
VIII (check one)
Yes No
Contaminated surface water
Has the operator attached a summary of influent
sampling results as required in Part 42 of the
RGP in accordance with the instruction in
Appendix VIII (check one)
Yes No
The receiving water Potable water if so indicate
municipality or origin
A surface water other
than the receiving water if
so indicate waterbody Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 16 of 24
2 Source water contaminants
a For source waters that are contaminated groundwater or contaminated
surface water indicate are any contaminants present that are not included in
the RGP (check one) Yes No If yes indicate the contaminant(s) and
the maximum concentration present in accordance with the instructions in
Appendix VIII
b For a source water that is a surface water other than the receiving water potable water
or other indicate any contaminants present at the maximum concentration in accordance
with the instructions in Appendix VIII (check one) Yes No
3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No
D Discharge information
1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source
Outfall(s) Outfall location(s) (Latitude Longitude)
Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify
A private storm sewer system A municipal storm sewer system
If the discharge enters the receiving water via a private or municipal storm sewer system
Has notification been provided to the owner of this system (check one) Yes No
Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for
obtaining permission
Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No
Provide the expected start and end dates of discharge(s) (monthyear)
Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge
Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 17 of 24
2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)
I ndash Petroleum-Related Site Remediation
II ndash Non-Petroleum-Related Site Remediation
III ndash Contaminated Site Dewatering
IV ndash Dewatering of Pipelines and Tanks
V ndash Aquifer Pump Testing
VI ndash Well DevelopmentRehabilitation
VII ndash Collection Structure DewateringRemediation
VIII ndash Dredge-Related Dewatering
a If Activity Category I or II (check all that apply)
A Inorganics
B Non-Halogenated Volatile Organic Compounds
C Halogenated Volatile Organic Compounds
D Non-Halogenated Semi-Volatile Organic Compounds
E Halogenated Semi-Volatile Organic Compounds
F Fuels Parameters
b If Activity Category III IV V VI VII or VIII (check either G or H)
G Sites with Known
Contamination H Sites with Unknown Contamination
c If Category III-G IV-G V-G VI-G
VII-G or VIII-G (check all that apply)
A Inorganics
B Non-Halogenated Volatile
Organic Compounds
C Halogenated Volatile Organic
Compounds
D Non-Halogenated Semi-Volatile
Organic Compounds
E Halogenated Semi-Volatile
Organic Compounds
F Fuels Parameters
d If Category III-H IV-H V-H VI-H VII-H or
VIII-H Contamination Type Categories A through
F apply
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 18 of 24
4 Influent and Effluent Characteristics
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
A Inorganics
Ammonia Report mgL ---
Chloride Report microgl ---
Total Residual Chlorine 02 mgL
Total Suspended Solids 30 mgL
Antimony 206 microgL
Arsenic 104 microgL
Cadmium 102 microgL
Chromium III 323 microgL
Chromium VI 323 microgL
Copper 242 microgL
Iron 5000 microgL
Lead 160 microgL
Mercury 0739 microgL
Nickel 1450 microgL
Selenium 2358 microgL
Silver 351 microgL
Zinc 420 microgL
Cyanide 178 mgL
B Non-Halogenated VOCs
Total BTEX 100 microgL ---
Benzene 50 microgL ---
14 Dioxane 200 microgL ---
Acetone 797 mgL ---
Phenol 1080 microgL
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 19 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
C Halogenated VOCs
Carbon Tetrachloride 44 microgL
12 Dichlorobenzene 600 microgL ---
13 Dichlorobenzene 320 microgL ---
14 Dichlorobenzene 50 microgL ---
Total dichlorobenzene 763 microgL in NH ---
11 Dichloroethane 70 microgL ---
12 Dichloroethane 50 microgL ---
11 Dichloroethylene 32 microgL ---
Ethylene Dibromide 005 microgL ---
Methylene Chloride 46 microgL ---
111 Trichloroethane 200 microgL ---
112 Trichloroethane 50 microgL ---
Trichloroethylene 50 microgL ---
Tetrachloroethylene 50 microgL
cis-12 Dichloroethylene 70 microgL ---
Vinyl Chloride 20 microgL ---
D Non-Halogenated SVOCs
Total Phthalates 190 microgL
Diethylhexyl phthalate 101 microgL
Total Group I PAHs 10 microgL ---
Benzo(a)anthracene
As Total PAHs
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Dibenzo(ah)anthracene
Indeno(123-cd)pyrene
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 20 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
Total Group II PAHs 100 microgL ---
Naphthalene 20 microgL ---
E Halogenated SVOCs
Total PCBs 0000064 microgL ---
Pentachlorophenol 10 microgL ---
F Fuels Parameters
Total Petroleum
Hydrocarbons 50 mgL ---
Ethanol Report mgL ---
Methyl-tert-Butyl Ether 70 microgL
tert-Butyl Alcohol 120 microgL in MA
40 microgL in NH ---
tert-Amyl Methyl Ether 90 microgL in MA
140 microgL in NH ---
Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 21 of 24
E Treatment system information
1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)
AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption
Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify
2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge
Identify each major treatment component (check any that apply)
Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter
Chemical feed tank Air stripping unit Bag filter Other if so specify
Indicate if either of the following will occur (check any that apply)
Chlorination De-chlorination
3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component
Indicate the most limiting component
Is use of a flow meter feasible (check one) Yes No if so provide justification
Provide the proposed maximum effluent flow in gpm
Provide the average effluent flow in gpm
If Activity Category IV applies indicate the estimated total volume of water that will be discharged
4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 22 of 24
F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)
Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify
2 Provide the following information for each chemicaladditive using attachments if necessary
a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and
f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))
3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance
with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section
307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive
(check one) Yes No
G Endangered Species Act eligibility determination
1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the
ldquoaction areardquo
FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)
or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat
(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)
Yes No
FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical
habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and
related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the
FWS This determination was made by (check one) the operator EPA Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 23 of 24
NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of
listed species Has the operator previously completed consultation with NMFS (check one) Yes No
2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No
Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach
H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on
historic properties
Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties
Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse
effect on historic properties
2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No
Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or
other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No
I Supplemental information
Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary
Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No
Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No
Site RTNs
MA Limits WQBEL
Outfall 001
Enter number values in green boxes below Enter values in the units specified
darr
625 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
1079
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10786
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 23729 microgL
40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL
21572 microgL
MA Limits WQBEL
Outfall 002
Enter number values in green boxes below Enter values in the units specified
darr
00026 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
102
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 22 microgL
00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL
20 microgL
Dilution Calculation
Determination
From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM
Hi Jake
It was nice speaking to you earlier today
The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102
Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage
Please let me know if you have any questions
Happy New Year Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Xiaodon
I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime
Thank you
Jake
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617
M 5089309812 jjenningslrt-llcnet
From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs
Hi Jake
There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)
According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River
To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2
7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD
Design flow = 400 gpm =058 MGD
Dilution Factor at outfall 001 = (058 +625)058 = 1079
For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday
Please let me know if we can have a phone call anytime Monday - Wednesday
I hope you have a lovely holiday Regards Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Cathy and Xiaodan
I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated
Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval
The project
1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm
The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417
Have a great holiday
Thank you
Jake Jennings
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet
Appendix B
Laboratory Data
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
December 31 2020
John Henry
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Project Location 1600 Osgood St
Client Job Number
Project Number 2-2137
Laboratory Work Order Number 20L0887
Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions
concerning this report please feel free to contact me
Sincerely
Kerry K McGee
Project Manager
Page 1 of 44
Table of Contents
Table of Contents
Sample Summary 4
Case Narrative 5
Sample Results 8
20L0887-01 8
20L0887-02 17
Sample Preparation Information 19
QC Data 21
Volatile Organic Compounds by GCMS 21
B273078 21
Semivolatile Organic Compounds by GCMS 23
B273270 23
Semivolatile Organic Compounds by - GCMS 24
B273158 24
Polychlorinated Biphenyls By GCECD 28
B273089 28
Metals Analyses (Total) 29
B273164 29
B273165 29
B273201 30
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31
B273029 31
B273038 31
B273059 31
B273112 31
B273331 32
Page 2 of 44
Table of Contents
Table of Contents (continued)
B273396
Drinking Water Organics EPA 5041
B273121
Dual Column RPD Report
FlagQualifier Summary
Certifications
Chain of CustodySample Receipt
32
33
33
34
38
39
43
Page 3 of 44
[TOC_1]Sample Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Lockwood Remediation Technologies LLC
89 Crawford Street REPORT DATE 12312020
Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137
ATTN John Henry
PROJECT NUMBER 2-2137
ANALYTICAL SUMMARY
WORK ORDER NUMBER 20L0887
The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report
PROJECT LOCATION 1600 Osgood St
FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB
Influent 20L0887-01 Ground Water 6083
6241
6251
EPA 1664B
EPA 2007
EPA 2008
EPA 2451
EPA 3000
EPA 3501
EPA 5041
SM21-22 2540D
SM21-22 3500 Cr B
SM21-22 4500 CL G
SM21-22 4500 CN E MA M-MA-086CT
PH-0574NY11148
Tri Chrome Calc
Receiving Water 20L0887-02 Ground Water EPA 2007
EPA 2008
EPA 2451
EPA 3501
SM21-22 3500 Cr B
Tri Chrome Calc
Page 4 of 44
[TOC_1]Case Narrative[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CASE NARRATIVE SUMMARY
All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report
REVISED REPORT - 12312020 - Ethanol addded per clients request
Page 5 of 44
V-05
L-04
L-07
R-05
S-07
V-04
V-05
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
6241
Qualifications
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Ethanol
20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1
6251
Qualifications
Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this
compound is likely to be biased on the low side Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD
between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified
2-Chloronaphthalene
B273158-BSD1
N-Nitrosodimethylamine
B273158-BSD1
Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this
compound Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10
Analyte amp Samples(s) Qualified
246-Tribromophenol
20L0887-01[Influent]
Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method
specified criteria Reported result is estimated Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Page 6 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing
I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed
in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the
best of my knowledge and belief accurate and complete
Lisa A Worthington
Technical Representative
Page 7 of 44
[TOC_2]20L0887-01[TOC]
[TOC_1]Sample Results[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Volatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD
tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD
Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD
Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD
Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD
tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD
Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD
Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD
Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD
Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD
Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD
Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD
14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD
trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD
12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD
trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD
Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD
Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD
Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD
Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD
1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD
Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD
Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD
111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD
Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD
Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD
o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD
Surrogates Recovery Recovery Limits FlagQual
12-Dichloroethane-d4 833 70-130 121920 343
Toluene-d8 954 70-130 121920 343
4-Bromofluorobenzene 102 70-130 121920 343
Page 8 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA
Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA
Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA
Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA
Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA
Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA
Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA
Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA
Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol (SIM) 387 15-110 122220 2031
Phenol-d6 (SIM) 307 15-110 122220 2031
Nitrobenzene-d5 732 30-130 122220 2031
2-Fluorobiphenyl 726 30-130 122220 2031
246-Tribromophenol (SIM) 101 15-110 122220 2031
p-Terphenyl-d14 905 30-130 122220 2031
Page 9 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05
Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL
Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL
Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Page 10 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL
Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol 473 15-110 122120 1953
Phenol-d6 377 15-110 122120 1953
Nitrobenzene-d5 686 30-130 122120 1953
2-Fluorobiphenyl 785 30-130 122120 1953
246-Tribromophenol 111 15-110 S-07 122120 1953
p-Terphenyl-d14 880 30-130 122120 1953
Page 11 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Polychlorinated Biphenyls By GCECD
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG
Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG
Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG
Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG
Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG
Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG
Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG
Surrogates Recovery Recovery Limits FlagQual
Decachlorobiphenyl [1] 575 30-150 122120 1252
Decachlorobiphenyl [2] 577 30-150 122120 1252
Tetrachloro-m-xylene [1] 803 30-150 122120 1252
Tetrachloro-m-xylene [2] 835 30-150 122120 1252
Page 12 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH
Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH
Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL
Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV
Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH
Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL
Page 13 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH
Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC
Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL
Page 14 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Drinking Water Organics EPA 5041
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB
Surrogates Recovery Recovery Limits FlagQual
13-Dibromopropane (1) 102 70-130 121820 2221
Page 15 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL
Page 16 of 44
[TOC_2]20L0887-02[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH
Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH
Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL
Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV
Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH
Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL
Page 17 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Page 18 of 44
[TOC_1]Sample Preparation Information[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method SW-846 3510C Analytical Method 6083
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273089 1000 500 121820
Prep Method SW-846 5030B Analytical Method 6241
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273078 5 500 121820
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273158 980 100 121920
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273270 980 100 121920
EPA 1664B
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273396 200 122320
Prep Method EPA 2007 Analytical Method EPA 2007
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273165 500 500 121920
20L0887-01 [Influent] B273165 500 121920
20L0887-02 [Receiving Water] B273165 500 500 121920
20L0887-02 [Receiving Water] B273165 500 121920
Prep Method EPA 2008 Analytical Method EPA 2008
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273164 500 500 121920
20L0887-02 [Receiving Water] B273164 500 500 121920
Prep Method EPA 2451 Analytical Method EPA 2451
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273201 600 600 122120
20L0887-02 [Receiving Water] B273201 600 600 122120
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
Page 19 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273112 100 100 121820
EPA 3501
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273331 100 100 122220
20L0887-02 [Receiving Water] B273331 100 100 122220
Prep Method EPA 504 water Analytical Method EPA 5041
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273121 360 350 121820
SM21-22 2540D
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273059 100 121820
SM21-22 3500 Cr B
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273029 500 500 121620
20L0887-02 [Receiving Water] B273029 500 500 121620
SM21-22 4500 CL G
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273038 100 100 121620
Prep Method EPA 2008 Analytical Method Tri Chrome Calc
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273164 500 121920
20L0887-02 [Receiving Water] B273164 500 121920
Page 20 of 44
[TOC_2]Volatile Organic Compounds by GCMS[TOC]
[TOC_3]B273078[TOC]
[TOC_1]QC Data[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
Blank (B273078-BLK1) Prepared 121820 Analyzed 121920
Acetone ND 500 microgL
tert-Amyl Methyl Ether (TAME) ND 0500 microgL
Benzene ND 100 microgL
Bromodichloromethane ND 200 microgL
Bromoform ND 200 microgL
Bromomethane ND 200 microgL
tert-Butyl Alcohol (TBA) ND 200 microgL
Carbon Tetrachloride ND 200 microgL
Chlorobenzene ND 200 microgL
Chlorodibromomethane ND 200 microgL
Chloroethane ND 200 microgL
Chloroform ND 200 microgL
Chloromethane ND 200 microgL
12-Dichlorobenzene ND 200 microgL
13-Dichlorobenzene ND 200 microgL
14-Dichlorobenzene ND 200 microgL
12-Dichloroethane ND 200 microgL
11-Dichloroethane ND 200 microgL
11-Dichloroethylene ND 200 microgL
trans-12-Dichloroethylene ND 200 microgL
12-Dichloropropane ND 200 microgL
cis-13-Dichloropropene ND 200 microgL
14-Dioxane ND 500 microgL
trans-13-Dichloropropene ND 200 microgL
Ethanol ND 500 microgL V-05
Ethylbenzene ND 200 microgL
Methyl tert-Butyl Ether (MTBE) ND 200 microgL
Methylene Chloride ND 500 microgL
1122-Tetrachloroethane ND 200 microgL
Tetrachloroethylene ND 200 microgL
Toluene ND 100 microgL
111-Trichloroethane ND 200 microgL
112-Trichloroethane ND 200 microgL
Trichloroethylene ND 200 microgL
Trichlorofluoromethane (Freon 11) ND 200 microgL
Vinyl Chloride ND 200 microgL
m+p Xylene ND 200 microgL
o-Xylene ND 100 microgL
Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130
Surrogate Toluene-d8 232 microgL 250 930 70-130
Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Acetone 170 500 microgL 200 858 70-160
tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130
Benzene 16 100 microgL 200 822 65-135
Bromodichloromethane 19 200 microgL 200 968 65-135
Bromoform 24 200 microgL 200 121 70-130
Bromomethane 16 200 microgL 200 790 15-185
tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160
Carbon Tetrachloride 18 200 microgL 200 905 70-130
Chlorobenzene 21 200 microgL 200 103 65-135
Page 21 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Chlorodibromomethane 21 200 microgL 200 107 70-135
Chloroethane 17 200 microgL 200 834 40-160
Chloroform 17 200 microgL 200 872 70-135
Chloromethane 60 200 microgL 200 300 20-205
12-Dichlorobenzene 18 200 microgL 200 905 65-135
13-Dichlorobenzene 18 200 microgL 200 924 70-130
14-Dichlorobenzene 18 200 microgL 200 896 65-135
12-Dichloroethane 20 200 microgL 200 100 70-130
11-Dichloroethane 18 200 microgL 200 893 70-130
11-Dichloroethylene 19 200 microgL 200 932 50-150
trans-12-Dichloroethylene 17 200 microgL 200 852 70-130
12-Dichloropropane 20 200 microgL 200 996 35-165
cis-13-Dichloropropene 17 200 microgL 200 852 25-175
14-Dioxane 200 500 microgL 200 101 40-130
trans-13-Dichloropropene 18 200 microgL 200 916 50-150
Ethanol 150 500 microgL 200 738 40-160 V-05
Ethylbenzene 20 200 microgL 200 989 60-140
Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130
Methylene Chloride 15 500 microgL 200 738 60-140
1122-Tetrachloroethane 20 200 microgL 200 100 60-140
Tetrachloroethylene 22 200 microgL 200 112 70-130
Toluene 18 100 microgL 200 902 70-130
111-Trichloroethane 19 200 microgL 200 934 70-130
112-Trichloroethane 21 200 microgL 200 103 70-130
Trichloroethylene 19 200 microgL 200 947 65-135
Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150
Vinyl Chloride 13 200 microgL 200 662 5-195
m+p Xylene 40 200 microgL 400 101 70-130
o-Xylene 20 100 microgL 200 100 70-130
Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130
Surrogate Toluene-d8 240 microgL 250 961 70-130
Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130
Page 22 of 44
[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]
[TOC_3]B273270[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273270 - SW-846 3510C
LCS (B273270-BS1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143
Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410
Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159
Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434
Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158
Chrysene (SIM) 40 microgL 500 835 17-168417
Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227
Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426
Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176
Surrogate 2-Fluorophenol 855 microgL 200 427 15-110
Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110
Surrogate Phenol-d6 657 microgL 200 328 15-110
Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110
Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130
Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130
Surrogate 246-Tribromophenol 124 microgL 140 884 15-110
Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110
Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130
LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53
Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72
Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71
Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63
Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82
Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87
Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126
Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99
Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86
Surrogate 2-Fluorophenol 897 microgL 200 448 15-110
Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110
Surrogate Phenol-d6 708 microgL 200 354 15-110
Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110
Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130
Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130
Surrogate 246-Tribromophenol 136 microgL 140 972 15-110
Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110
Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130
Page 23 of 44
[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]
[TOC_3]B273158[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
4-Nitrophenol
N-Nitrosodimethylamine
N-Nitrosodi-n-propylamine
2-Methylnaphthalene
Phenanthrene
2-Methylphenol
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
102
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
100
100
100
500
500
100
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
200 509 15-110
L-04 R-05 V-04
V-05
Page 24 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1) Prepared 121920 Analyzed 122120
Surrogate Phenol-d6 777 microgL 200 389 15-110
Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130
Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130
Surrogate 246-Tribromophenol 144 microgL 140 102 15-110
Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130
LCS (B273158-BS1) Prepared 121920 Analyzed 122120
Acenaphthene 409 500 microgL 500 817 47-145
Acenaphthylene 398 500 microgL 500 797 33-145
Anthracene 406 500 microgL 500 812 27-133
Benzidine
Benzo(ghi)perylene
817
479
200
500
microgL
microgL
100 817 40-140
500 957 10-219
V-04 V-05 L-04
R-05
4-Bromophenylphenylether 376 100 microgL 500 751 53-127
Butylbenzylphthalate 400 100 microgL 500 800 10-152
4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147
Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158
Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166
2-Chloronaphthalene 336 100 microgL 500 672 60-120
2-Chlorophenol 364 100 microgL 500 728 23-134
4-Chlorophenylphenylether 388 100 microgL 500 776 25-158
Di-n-butylphthalate 389 100 microgL 500 778 10-120
13-Dichlorobenzene 302 500 microgL 500 604 10-172
14-Dichlorobenzene 311 500 microgL 500 622 20-124
12-Dichlorobenzene 319 500 microgL 500 638 32-129
33-Dichlorobenzidine 427 100 microgL 100 427 10-262
24-Dichlorophenol 414 100 microgL 500 827 39-135
Diethylphthalate 390 100 microgL 500 780 10-120
24-Dimethylphenol 368 100 microgL 500 737 32-120
Dimethylphthalate 385 100 microgL 500 770 10-120
46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181
24-Dinitrophenol 512 100 microgL 500 102 10-191
24-Dinitrotoluene 433 100 microgL 500 865 39-139
26-Dinitrotoluene 432 100 microgL 500 864 50-158
Di-n-octylphthalate 384 100 microgL 500 767 4-146
12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140
Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158
Fluoranthene 404 500 microgL 500 807 26-137
Fluorene 411 500 microgL 500 821 59-121
Hexachlorobenzene 401 100 microgL 500 802 10-152
Hexachlorobutadiene 335 100 microgL 500 670 24-120
Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140
Hexachloroethane 301 100 microgL 500 602 40-120
Isophorone 401 100 microgL 500 802 21-196
Naphthalene 363 500 microgL 500 727 21-133
Nitrobenzene 350 100 microgL 500 701 35-180
2-Nitrophenol 443 100 microgL 500 886 29-182
4-Nitrophenol 232 100 microgL 500 463 10-132
N-Nitrosodimethylamine 204 100 microgL 500 407 40-140
N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230
2-Methylnaphthalene 424 500 microgL 500 848 40-140
Phenanthrene 402 500 microgL 500 803 54-120
2-Methylphenol 362 100 microgL 500 725 40-140
Page 25 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS (B273158-BS1)
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
Surrogate Phenol-d6
Surrogate Nitrobenzene-d5
Surrogate 2-Fluorobiphenyl
Surrogate 246-Tribromophenol
Surrogate p-Terphenyl-d14
180
349
395
346
425
111
867
760
821
153
876
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 361 5-120
500 699 40-140
500 790 52-120
500 691 44-142
500 851 37-144
200 553 15-110
200 434 15-110
100 760 30-130
100 821 30-130
140 109 15-110
100 876 30-130
LCS Dup (B273158-BSD1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
354
338
354
520
408
331
345
364
286
298
272
311
333
337
243
247
262
370
352
339
305
336
392
450
377
374
322
314
339
355
355
351
270
296
246
339
296
294
365
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 708 47-145
500 677 33-145
500 708 27-133
100 520 40-140
500 816 10-219
500 662 53-127
500 690 10-152
500 729 22-147
500 571 12-158
500 597 36-166
500 544 60-120
500 623 23-134
500 665 25-158
500 674 10-120
500 485 10-172
500 494 20-124
500 524 32-129
100 370 10-262
500 705 39-135
500 678 10-120
500 610 32-120
500 672 10-120
500 785 10-181
500 901 10-191
500 754 39-139
500 747 50-158
500 644 4-146
500 628 40-140
500 678 8-158
500 711 26-137
500 711 59-121
500 703 10-152
500 539 24-120
500 593 40-140
500 493 40-120
500 678 21-196
500 593 21-133
500 588 35-180
500 730 29-182
143
163
136
444
159
127
147
131
155
163
211
157
154
143
217
231
195
144
160
140
189
135
125
129
138
145
175
116
154
127
144
132
216
195
199
168
203
175
194
48
74
66
30
97
43
60
73
108
76
24
61
61
47
30
30
30
108
50
100
58
183
203
132
42
48
69
30
82
66
38
55
62
30
52
93
65
62
55
L-04 R-05 V-04
V-05
L-07
Page 26 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120
4-Nitrophenol 213 100 microgL 500 426 10-132 841 131
N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07
N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87
2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30
Phenanthrene 352 500 microgL 500 704 54-120 132 39
2-Methylphenol 323 100 microgL 500 647 40-140 114 30
Phenol 160 100 microgL 500 320 5-120 121 64
34-Methylphenol 310 200 microgL 500 619 40-140 121 30
Pyrene 347 500 microgL 500 694 52-120 130 49
124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50
246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58
Surrogate 2-Fluorophenol 957 microgL 200 479 15-110
Surrogate Phenol-d6 760 microgL 200 380 15-110
Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130
Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130
Surrogate 246-Tribromophenol 129 microgL 140 920 15-110
Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130
Page 27 of 44
[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]
[TOC_3]B273089[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Polychlorinated Biphenyls By GCECD - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273089 - SW-846 3510C
Blank (B273089-BLK1) Prepared 121820 Analyzed 122120
Aroclor-1016 ND 0100 microgL
Aroclor-1016 [2C] ND 0100 microgL
Aroclor-1221 ND 0100 microgL
Aroclor-1221 [2C] ND 0100 microgL
Aroclor-1232 ND 0100 microgL
Aroclor-1232 [2C] ND 0100 microgL
Aroclor-1242 ND 0100 microgL
Aroclor-1242 [2C] ND 0100 microgL
Aroclor-1248 ND 0100 microgL
Aroclor-1248 [2C] ND 0100 microgL
Aroclor-1254 ND 0100 microgL
Aroclor-1254 [2C] ND 0100 microgL
Aroclor-1260 ND 0100 microgL
Aroclor-1260 [2C] ND 0100 microgL
Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150
Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150
Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150
Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150
LCS (B273089-BS1) Prepared 121820 Analyzed 122120
Aroclor-1016 0481 0200 microgL 0500 962 50-140
Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140
Aroclor-1260 0458 0200 microgL 0500 916 8-140
Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140
Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150
Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150
Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150
Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150
LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120
Aroclor-1016 0458 0200 microgL 0500 916 50-140 488
Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628
Aroclor-1260 0423 0200 microgL 0500 847 8-140 784
Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827
Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150
Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150
Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150
Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150
Page 28 of 44
[TOC_2]Metals Analyses (Total)[TOC]
[TOC_3]B273164[TOC]
[TOC_3]B273165[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273164 - EPA 2008
Blank (B273164-BLK1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
10
080
020
10
10
050
50
50
020
10
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
LCS (B273164-BS1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
484
487
473
951
474
477
476
451
955
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
931
969
974
946
951
948
953
952
903
955
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
479
489
476
955
472
480
476
453
954
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
930
959
978
951
955
944
960
951
907
954
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
00503
101
0421
0527
0360
0435
0713
00436
0425
0143
20
20
20
20
20
20
20
20
20
20
Batch B273165 - EPA 2007
Blank (B273165-BLK1) Prepared 121920 Analyzed 122120
Iron
Hardness
ND
ND
0050
14
mgL
mgL
LCS (B273165-BS1) Prepared 121920 Analyzed 122120
Iron
Hardness
412
27
0050
14
mgL
mgL
400
264
103
101
85-115
85-115
Page 29 of 44
[TOC_3]B273201[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273165 - EPA 2007
LCS Dup (B273165-BSD1)
Iron
Hardness
408
26
0050
14
mgL
mgL
Prepared 121920 Analyzed 122120
400 102 85-115
264 993 85-115
0946
130
20
20
Batch B273201 - EPA 2451
Blank (B273201-BLK1)
Mercury ND 000010 mgL
Prepared amp Analyzed 122120
LCS (B273201-BS1)
Mercury 000398 000010 mgL
Prepared amp Analyzed 122120
000400 995 85-115
LCS Dup (B273201-BSD1)
Mercury 000426 000010 mgL
Prepared amp Analyzed 122120
000400 107 85-115 692 20
Page 30 of 44
PAAPHASW-846 Methods (Total)[TOC]
[TOC_3]B273029[TOC]
[TOC_3]B273038[TOC]
[TOC_3]B273059[TOC]
[TOC_3]B273112[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273029 - SM21-22 3500 Cr B
Blank (B273029-BLK1)
Hexavalent Chromium ND 00040 mgL
Prepared amp Analyzed 121620
LCS (B273029-BS1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 101 90-115
LCS Dup (B273029-BSD1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 104 90-115 248 11
Batch B273038 - SM21-22 4500 CL G
Blank (B273038-BLK1)
Chlorine Residual ND 0020 mgL
Prepared amp Analyzed 121620
LCS (B273038-BS1)
Chlorine Residual 066 0020 mgL
Prepared amp Analyzed 121620
0641 102 853-130
LCS Dup (B273038-BSD1)
Chlorine Residual 067 0020 mgL
Prepared amp Analyzed 121620
0641 105 853-130 233 136
Duplicate (B273038-DUP1)
Chlorine Residual
Source 20L0887-01
ND 0020 mgL
Prepared amp Analyzed 121620
ND NC 294
Matrix Spike (B273038-MS1)
Chlorine Residual
Source 20L0887-01
026 0020 mgL
Prepared amp Analyzed 121620
0300 ND 858 10-169
Batch B273059 - SM21-22 2540D
Blank (B273059-BLK1)
Total Suspended Solids ND 25 mgL
Prepared amp Analyzed 121820
LCS (B273059-BS1)
Total Suspended Solids 190 10 mgL
Prepared amp Analyzed 121820
200 950 574-123
Batch B273112 - EPA 3000
Blank (B273112-BLK1)
Chloride ND 10 mgL
Prepared amp Analyzed 121820
LCS (B273112-BS1)
Chloride 10 mgL
Prepared amp Analyzed 121820
100 101 90-110
Page 31 of 44
[TOC_3]B273331[TOC]
[TOC_3]B273396[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273112 - EPA 3000
LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820
Chloride 10 mgL 100 101 90-110 0511 20
Batch B273331 - EPA 3501
Blank (B273331-BLK1) Prepared 122220 Analyzed 122320
Ammonia as N ND 010 mgL
LCS (B273331-BS1) Prepared 122220 Analyzed 122320
Ammonia as N 19 010 mgL 200 966 90-110
LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320
Ammonia as N 20 010 mgL 200 100 90-110 341 20
Batch B273396 - EPA 1664B
Blank (B273396-BLK1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 14 mgL
LCS (B273396-BS1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132
Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18
Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132
Page 32 of 44
[TOC_2]Drinking Water Organics EPA 5041[TOC]
[TOC_3]B273121[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Drinking Water Organics EPA 5041 - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273121 - EPA 504 water
Blank (B273121-BLK1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
ND
110
0021 microgL
microgL
Prepared amp Analyzed 121820
106 104 70-130
LCS (B273121-BS1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0230
106
0021 microgL
microgL
Prepared amp Analyzed 121820
0260 884
104 102
70-130
70-130
LCS Dup (B273121-BSD1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0221
111
0021 microgL
microgL
Prepared amp Analyzed 121820
0257 860
103 108
70-130
70-130
387
Page 33 of 44
[TOC_1]Dual Column RPD Report[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0481
2 0000 0000 0000 0477 06
Aroclor-1260 1 0000 0000 0000 0458
2 0000 0000 0000 0450 22
Page 34 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0458
2 0000 0000 0000 0448 26
Aroclor-1260 1 0000 0000 0000 0423
2 0000 0000 0000 0414 14
Page 35 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0230
Page 36 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0221
Page 37 of 44
[TOC_1]FlagQualifier Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
FLAGQUALIFIER SUMMARY
QC result is outside of established limits
Wide recovery limits established for difficult compound
Wide RPD limits established for difficult compound
Data exceeded client recommended or regulatory level
ND Not Detected
RL Reporting Limit is at the level of quantitation (LOQ)
DL Detection Limit is the lower limit of detection determined by the MDL study
MCL Maximum Contaminant Level
Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the
calculation which have not been rounded
No results have been blank subtracted unless specified in the case narrative section
J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated
concentration (CLP J-Flag)
L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits
Reported value for this compound is likely to be biased on the low side
L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but
the other is within limits RPD between the two LFBLCS results is within method specified criteria
R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any
reported value for this compound
S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All
recoveries are gt 10
V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where
RSD is outside of method specified criteria Reported result is estimated
V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for
this compound
Page 38 of 44
[TOC_1]Certifications[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6083 in Water
Aroclor-1016 CTMANHNYRINCMEVA
Aroclor-1016 [2C] CTMANHNYRINCMEVA
Aroclor-1221 CTMANHNYRINCMEVA
Aroclor-1221 [2C] CTMANHNYRINCMEVA
Aroclor-1232 CTMANHNYRINCMEVA
Aroclor-1232 [2C] CTMANHNYRINCMEVA
Aroclor-1242 CTMANHNYRINCMEVA
Aroclor-1242 [2C] CTMANHNYRINCMEVA
Aroclor-1248 CTMANHNYRINCMEVA
Aroclor-1248 [2C] CTMANHNYRINCMEVA
Aroclor-1254 CTMANHNYRINCMEVA
Aroclor-1254 [2C] CTMANHNYRINCMEVA
Aroclor-1260 CTMANHNYRINCMEVA
Aroclor-1260 [2C] CTMANHNYRINCMEVA
6241 in Water
Acetone CTNYMANH
tert-Amyl Methyl Ether (TAME) MA
Benzene CTNYMANHRINCMEVA
Bromodichloromethane CTNYMANHRINCMEVA
Bromoform CTNYMANHRINCMEVA
Bromomethane CTNYMANHRINCMEVA
tert-Butyl Alcohol (TBA) NYMA
Carbon Tetrachloride CTNYMANHRINCMEVA
Chlorobenzene CTNYMANHRINCMEVA
Chlorodibromomethane CTNYMANHRINCMEVA
Chloroethane CTNYMANHRINCMEVA
Chloroform CTNYMANHRINCMEVA
Chloromethane CTNYMANHRINCMEVA
12-Dichlorobenzene CTNYMANHRINCMEVA
13-Dichlorobenzene CTNYMANHRINCMEVA
14-Dichlorobenzene CTNYMANHRINCMEVA
12-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethylene CTNYMANHRINCMEVA
trans-12-Dichloroethylene CTNYMANHRINCMEVA
12-Dichloropropane CTNYMANHRINCMEVA
cis-13-Dichloropropene CTNYMANHRINCMEVA
14-Dioxane MA
trans-13-Dichloropropene CTNYMANHRINCMEVA
Ethanol NYMANH
Ethylbenzene CTNYMANHRINCMEVA
Methyl tert-Butyl Ether (MTBE) NYMANHNC
Methylene Chloride CTNYMANHRINCMEVA
Naphthalene NYMANC
1122-Tetrachloroethane CTNYMANHRINCMEVA
Tetrachloroethylene CTNYMANHRINCMEVA
Page 39 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6241 in Water
Toluene CTNYMANHRINCMEVA
124-Trichlorobenzene MANC
111-Trichloroethane CTNYMANHRINCMEVA
112-Trichloroethane CTNYMANHRINCMEVA
Trichloroethylene CTNYMANHRINCMEVA
Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA
Vinyl Chloride CTNYMANHRINCMEVA
m+p Xylene CTNYMANHRINC
o-Xylene CTNYMANHRINC
6251 in Water
Acenaphthene CTMANHNYNCRIMEVA
Acenaphthylene CTMANHNYNCRIMEVA
Anthracene CTMANHNYNCRIMEVA
Benzidine CTMANHNYNCRIMEVA
Benzo(ghi)perylene CTMANHNYNCRIMEVA
4-Bromophenylphenylether CTMANHNYNCRIMEVA
Butylbenzylphthalate CTMANHNYNCRIMEVA
4-Chloro-3-methylphenol CTMANHNYNCRIVA
Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA
Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA
2-Chloronaphthalene CTMANHNYNCRIMEVA
2-Chlorophenol CTMANHNYNCRIMEVA
4-Chlorophenylphenylether CTMANHNYNCRIMEVA
Di-n-butylphthalate CTMANHNYNCRIMEVA
13-Dichlorobenzene MANC
14-Dichlorobenzene MANC
12-Dichlorobenzene MANC
33-Dichlorobenzidine CTMANHNYNCRIMEVA
24-Dichlorophenol CTMANHNYNCRIMEVA
Diethylphthalate CTMANHNYNCRIMEVA
24-Dimethylphenol CTMANHNYNCRIMEVA
Dimethylphthalate CTMANHNYNCRIMEVA
46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA
24-Dinitrophenol CTMANHNYNCRIMEVA
24-Dinitrotoluene CTMANHNYNCRIMEVA
26-Dinitrotoluene CTMANHNYNCRIMEVA
Di-n-octylphthalate CTMANHNYNCRIMEVA
12-DiphenylhydrazineAzobenzene NC
Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA
Fluoranthene CTMANHNYNCRIMEVA
Fluorene CTMANHNYNCRIMEVA
Hexachlorobenzene CTMANHNYNCRIMEVA
Hexachlorobutadiene CTMANHNYNCRIMEVA
Hexachlorocyclopentadiene CTMANHNYNCRIMEVA
Hexachloroethane CTMANHNYNCRIMEVA
Isophorone CTMANHNYNCRIMEVA
Page 40 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6251 in Water
Naphthalene CTMANHNYNCRIMEVA
Nitrobenzene CTMANHNYNCRIMEVA
2-Nitrophenol CTMANHNYNCRIMEVA
4-Nitrophenol CTMANHNYNCRIMEVA
N-Nitrosodimethylamine CTMANHNYNCRIMEVA
N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA
2-Methylnaphthalene NC
Phenanthrene CTMANHNYNCRIMEVA
2-Methylphenol NYNC
Phenol CTMANHNYNCRIMEVA
34-Methylphenol NYNC
Pyrene CTMANHNYNCRIMEVA
124-Trichlorobenzene CTMANHNYNCRIMEVA
246-Trichlorophenol CTMANHNYNCRIMEVA
2-Fluorophenol NC
2-Fluorophenol NCVA
Phenol-d6 VA
Nitrobenzene-d5 VA
EPA 2007 in Water
Iron CTMANHNYRINCMEVA
Hardness CTMANHNYRIVA
EPA 2008 in Water
Antimony CTMANHNYRINCMEVA
Arsenic CTMANHNYRINCMEVA
Cadmium CTMANHNYRINCMEVA
Chromium CTMANHNYRINCMEVA
Copper CTMANHNYRINCMEVA
Lead CTMANHNYRINCMEVA
Nickel CTMANHNYRINCMEVA
Selenium CTMANHNYRINCMEVA
Silver CTMANHNYRINCMEVA
Zinc CTMANHNYRINCMEVA
EPA 2451 in Water
Mercury CTMANHRINYNCMEVA
EPA 3000 in Water
Chloride NCNYMAVAMENHCTRI
EPA 3501 in Water
Ammonia as N NCNYMANHRIMEVA
SM21-22 2540D in Water
Total Suspended Solids CTMANHNYRINCMEVA
SM21-22 3500 Cr B in Water
Hexavalent Chromium NYCTNHRIMEVANC
SM21-22 4500 CL G in Water
Chlorine Residual CTMARIME
Page 41 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
SM21-22 4500 CN E in Water
Cyanide CTMANHNYRINCMEVA
Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations
Code Description Number Expires
AIHA AIHA-LAP LLC - ISO170252017 100033 0312022
MA Massachusetts DEP M-MA100 06302021
CT Connecticut Department of Publilc Health PH-0567 09302021
NY New York State Department of Health 10899 NELAP 0412021
NH-S New Hampshire Environmental Lab 2516 NELAP 0252021
RI Rhode Island Department of Health LAO00112 12302020
NC North Carolina Div of Water Quality 652 12312020
NJ New Jersey DEP MA007 NELAP 06302021
FL Florida Department of Health E871027 NELAP 06302021
VT Vermont Department of Health Lead Laboratory LL720741 07302021
ME State of Maine MA00100 0692021
VA Commonwealth of Virginia 460217 12142021
NH-P New Hampshire Environmental Lab 2557 NELAP 0962021
VT-DW Vermont Department of Health Drinking Water VT-255716 06122021
NC-DW North Carolina Department of Health 25703 07312021
PA Commonwealth of Pennsylvania DEP 68-05812 06302021
MI Dept of Env Great Lakes and Energy 9100 0962021
Page 42 of 44
Table of Contents
Page 43 of 44
Table of Contents
Page 44 of 44
Appendix C
Cutsheets
1
2
31
2
1
2
ROD HOOPS
C B A
6 EXTERNAL FEED LINE w
WELDED NIPPLE amp FISH PLATE 313
3
8
169
5
16
6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w
1
BLIND FLANGE 6 BUTTERFLY VALVE
1
(2)
1
2
Couplings
w Plugs
(3) 22 MANWAYS
6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE
ADD LIGHT PROTECTION
BARS BEHIND LIGHTS
480
GLADHAND w FISH PLATE
568
9
16
TUBE 4 x 2 x
1
4
x 65
7
8
TUBE 4 x 2 x
1
4
x 65
3
8
66
TOP OF WEIR TOP OF WEIR
6 TYP
65
1
2
WEIR WEIR
503
C B A
STANDARD SPECIFICATION
CAPACITY 18480 GALLONS (440 BBL)
SIDE SHEETS 14 A36 PLATE
FRONT SHEET 14 A36 PLATE
REAR SHEET 14 A36 PLATE
FLOOR 14 A36 PLATE
MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL
FLOOR CROSSMEMBERS 14 A36 PLATE
SIDE STAKES ONE PIECE 316 A36 PLATE
SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY
AXLE 775 TRACK 22500 LBS CAPACITY
TIRES 11R225 RADIAL
WHEELS 825 x 225 STEEL
MANWAYS 3 - 22 DIA CURB SIDE
VALVES 3 - 6 BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (REAR)
2 - 6 BLIND FLANGE CONNECTION (REAR)
INLET PIPING 1 - 6 PIPE SYSTEM (REAR)
BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)
(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)
PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT
(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT
2
ROD HOOPS
16
UNDER WEIR
OVER WEIR
TUBE 4 x 2 x
1
4
x 95
3
8
STIFFENER
12
90
11
16
T
YP
102
11
16
8T
YP
SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A
NOTE
This drawing is a representation baseline for this model of tank Variations between
this drawing and the actual equipment do exist primarily with appurtenance locations
sizes and quantities
65
3
4
102
118
86
11
16
16
ALL CONNECTIONS MUST
HAVE INTERNAL FLANGES
4 TYP
5
11
16
1
2
ROD HOOPS
22
512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031
PINNACLE MFG THIS DRAWING amp ALL INFORMATION
OTHERWISE NOTED
TOLERANCE UNLESS
NOTES
THEREON IS THE PROPERTY OF
PINNACLE Mfg LLC
1 DO NOT SCALE PRINT
X plusmn 060
2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST
XX plusmn 030
3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS
XXX plusmn 010
MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS
AL470-WT
Lockwood Spec
MATERIAL MATERIAL
FIRST USED ECN
DRW FK
DRAWING NO
SIZE REV
DATE 17-1004
SCALE NTS
BOOK NO
DESCRIPTION
PLASMA DXF FILE
B
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
24
20
CATION EXCHANGE RESIN SOFTENING GRADE
Na FORM CGS
RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do
NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY
FEATURES amp BENEFITS
bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners
bull LOW COLOR THROW
bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop
bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA
Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse
HYDRAULIC PROPERTIES
Pressure Loss Backwash Expansion 100
40degF 60degF 80degF 100degF
40degF 60degF 80degF 100degF
Perc
ent
of E
xpan
sion
80
60
40
20
psi
ft o
f Res
in
16
12
04
00 0 00 50 100 150 200 00 30 60 90 120
gpm sqft gpm sqft
PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures
160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom
08
RESINTECHreg CGS
PHYSICAL PROPERTIES
Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity
Sodium form gt18 meqmL Water Retention
Sodium form 40 to 52 percent Approximate Shipping Weight
Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request
SUGGESTED OPERATING CONDITIONS
Maximum continuous temperature Sodium form 250˚F
Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration
Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft
APPLICATIONS
SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications
0 0 5 10 15 20
5
10
15
20
25
30
Cap
acit
y K
ilogr
ains
per
cu
ft
Salt Dose lbs per cu ft
CGS Softening Capacity
Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied
0 0 5 10 15 20
3
6
9
12
15
Leak
age
ppm
as
CaCO
3
Salt Dose lbs per cu ft
CGS Hardness Leakage
Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support
East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins
MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11
SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM
reg
RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers
FEATURES amp BENEFITS
bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA
bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers
bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS
bull SUPERIOR PHYSICAL STABILITY
bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications
For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels
HYDRAULIC PROPERTIES
Pres
sure
Dro
p p
sift
3
2
1
0
0 2 4
Pressure Drop
o F40
o F60
o F80
100o F
6 8 10 12 14 16 18 20
Flow Rate gpmsqft
Perc
ent E
xpan
sion
100
80
60
40
20
0
00
Backwash Expansion
o F40 o F
60o F
80
100
10 20 30
Flow Rate gpmsqft
o F
40
PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign
matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form
1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom
RESINTECHreg SBG1
PHYSICAL PROPERTIES
Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3
+Clndash
Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50
+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent
pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention
Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent
Solubility Insoluble Approximate Shipping Weight
Cl Form 44 lbscuft OH Form 41 lbscuft
Swelling Cl- to OH- 18 to 25 percent Total Capacity
Cl Form 145 meqml min OH Form 115 meqml min
SUGGESTED OPERATING CONDITIONS
Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF
Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates
Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft
OPERATING CAPACITY
The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table
Pounds NaOHft3
Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3
4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222
APPLICATIONS
DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications
RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams
Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions
RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates
CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins
Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions
SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC
GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS
PERFORMANCE
ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better
RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)
160degF constant PRESSURE RATING 150 psi
MATERIALS
TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel
Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact
plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional
REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The
register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking
hasp COATING Fusion-bonded epoxy
OPTIONS
bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal
flowrates bull Electronic Propeller Meter available in all sizes of this
model bull A complete line of flow recordingcontrol
instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results
McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS
Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order
FOR MORE INFORMATION CONTACT
copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom
Appendix D
Supporting Information
- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR
^ _ _ a _ _ _ bc
13
13
13 13 13 13 13 13 13 13 13 13 13
Documentation of the Results of the ESA Eligibility Determination
Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area
An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site
bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County
Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat
Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat
United States Department of the Interior FISH AND WILDLIFE SERVICE
New England Ecological Services Field Office 70 Commercial Street Suite 300
Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104
httpwwwfwsgovnewengland
In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street
Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project
To Whom It May Concern
The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)
New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list
The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat
2 12162020 Event Code 05E1NE00-2021-E-02261
A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212
If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at
httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats
Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml
We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office
Attachment(s)
Official Species List
1 12162020 Event Code 05E1NE00-2021-E-02261
Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action
This species list is provided by
New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541
2 12162020 Event Code 05E1NE00-2021-E-02261
Project Summary Consultation Code 05E1NE00-2021-SLI-0752
Event Code 05E1NE00-2021-E-02261
Project Name 1600 Osgood Street
Project Type Water Withdrawal Depletion
Project Description Construction Dewatering
Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W
Counties Essex MA
3 12162020 Event Code 05E1NE00-2021-E-02261
Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list
Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce
See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions
1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce
Mammals NAME STATUS
Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045
Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION
Documentation of the National Historic Preservation Act Eligibility Determination
As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties
MACRIS Search Results
Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure
Inv No Property Name Street Town Year
Wednesday December 16 2020 Page 1 of 1
Notes
Key Outfall 002 Drain Line Discharge Location(s)
Source
Building 40
Water Treatment system 1 Figure is not to scale
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2B ndash Site Plan Building 40 1600 Osgood Street North Andover Massachusetts
Building 50
Source Key Outfall 001Notes Drain Line Discharge Location(s) 1 Figure is not to scale Water Treatment system
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2C ndash Site Plan Building 50 1600 Osgood Street North Andover Massachusetts
Influent
Bag Filtration
P P
P P
18000 Gallon Weir Tank Centrifugal
Pump Skid
Submersible Pump w
Float
P
P
Liquid Phase Reactivated
Carbon Vessels
P
P
P
PEffluent
Discharge
Flow Meter
Totalizer
P
P
Caton Exchange
Media Vessel
Anion Exchange
Media Vessel
Key
PipingHose
Sample Port
Ball Valve
Butterfly Valve
Pressure Gauge
Check Valve
PNotes
1) Figure is not to scale
2) System rated for 400 GPM Gate Valve
Contingency
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Office 774-450-7177
Water Treatment System Schematic 1600 Osgood Street
North Andover MA
PR
OJE
CT
No
2-2
137
FIG
UR
E N
o
5
DESIGNED BY LRT DRAWN BY JHJ
CHECKED BY DATE
Appendix A
NOI Form
MAG910000
NHG910000
Appendix IV ndash Part 1 ndash NOI
Page 14 of 24
II Suggested Format for the Remediation General Permit Notice of Intent (NOI)
A General site information
1 Name of site Site address
Street
City State Zip
2 Site owner Contact Person
Telephone Email
Owner is (check one) Federal StateTribal Private
Other if so specify
Mailing address
Street
City State Zip
3 Site operator if different than owner Contact Person
Telephone Email
Mailing address
Street
City State Zip
4 NPDES permit number assigned by EPA
NPDES permit is (check all that apply RGP DGP CGP
MSGP Individual NPDES permit Other if so specify
5 Other regulatory program(s) that apply to the site (check all that apply)
MA Chapter 21e list RTN(s) CERCLA
UIC Program
NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit
CWA Section 404
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 15 of 24
B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)
Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River
2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No
Are sensitive receptors present near the site (check one) Yes No
If yes specify
3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any
pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part
46 of the RGP
4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in
Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire
5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in
accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire
6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No
If yes indicate date confirmation received
7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII
(check one) Yes No
C Source water information
1 Source water(s) is (check any that apply)
Contaminated groundwater
Has the operator attached a summary of influent
sampling results as required in Part 42 of the RGP
in accordance with the instruction in Appendix
VIII (check one)
Yes No
Contaminated surface water
Has the operator attached a summary of influent
sampling results as required in Part 42 of the
RGP in accordance with the instruction in
Appendix VIII (check one)
Yes No
The receiving water Potable water if so indicate
municipality or origin
A surface water other
than the receiving water if
so indicate waterbody Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 16 of 24
2 Source water contaminants
a For source waters that are contaminated groundwater or contaminated
surface water indicate are any contaminants present that are not included in
the RGP (check one) Yes No If yes indicate the contaminant(s) and
the maximum concentration present in accordance with the instructions in
Appendix VIII
b For a source water that is a surface water other than the receiving water potable water
or other indicate any contaminants present at the maximum concentration in accordance
with the instructions in Appendix VIII (check one) Yes No
3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No
D Discharge information
1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source
Outfall(s) Outfall location(s) (Latitude Longitude)
Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify
A private storm sewer system A municipal storm sewer system
If the discharge enters the receiving water via a private or municipal storm sewer system
Has notification been provided to the owner of this system (check one) Yes No
Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for
obtaining permission
Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No
Provide the expected start and end dates of discharge(s) (monthyear)
Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge
Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 17 of 24
2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)
I ndash Petroleum-Related Site Remediation
II ndash Non-Petroleum-Related Site Remediation
III ndash Contaminated Site Dewatering
IV ndash Dewatering of Pipelines and Tanks
V ndash Aquifer Pump Testing
VI ndash Well DevelopmentRehabilitation
VII ndash Collection Structure DewateringRemediation
VIII ndash Dredge-Related Dewatering
a If Activity Category I or II (check all that apply)
A Inorganics
B Non-Halogenated Volatile Organic Compounds
C Halogenated Volatile Organic Compounds
D Non-Halogenated Semi-Volatile Organic Compounds
E Halogenated Semi-Volatile Organic Compounds
F Fuels Parameters
b If Activity Category III IV V VI VII or VIII (check either G or H)
G Sites with Known
Contamination H Sites with Unknown Contamination
c If Category III-G IV-G V-G VI-G
VII-G or VIII-G (check all that apply)
A Inorganics
B Non-Halogenated Volatile
Organic Compounds
C Halogenated Volatile Organic
Compounds
D Non-Halogenated Semi-Volatile
Organic Compounds
E Halogenated Semi-Volatile
Organic Compounds
F Fuels Parameters
d If Category III-H IV-H V-H VI-H VII-H or
VIII-H Contamination Type Categories A through
F apply
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 18 of 24
4 Influent and Effluent Characteristics
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
A Inorganics
Ammonia Report mgL ---
Chloride Report microgl ---
Total Residual Chlorine 02 mgL
Total Suspended Solids 30 mgL
Antimony 206 microgL
Arsenic 104 microgL
Cadmium 102 microgL
Chromium III 323 microgL
Chromium VI 323 microgL
Copper 242 microgL
Iron 5000 microgL
Lead 160 microgL
Mercury 0739 microgL
Nickel 1450 microgL
Selenium 2358 microgL
Silver 351 microgL
Zinc 420 microgL
Cyanide 178 mgL
B Non-Halogenated VOCs
Total BTEX 100 microgL ---
Benzene 50 microgL ---
14 Dioxane 200 microgL ---
Acetone 797 mgL ---
Phenol 1080 microgL
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 19 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
C Halogenated VOCs
Carbon Tetrachloride 44 microgL
12 Dichlorobenzene 600 microgL ---
13 Dichlorobenzene 320 microgL ---
14 Dichlorobenzene 50 microgL ---
Total dichlorobenzene 763 microgL in NH ---
11 Dichloroethane 70 microgL ---
12 Dichloroethane 50 microgL ---
11 Dichloroethylene 32 microgL ---
Ethylene Dibromide 005 microgL ---
Methylene Chloride 46 microgL ---
111 Trichloroethane 200 microgL ---
112 Trichloroethane 50 microgL ---
Trichloroethylene 50 microgL ---
Tetrachloroethylene 50 microgL
cis-12 Dichloroethylene 70 microgL ---
Vinyl Chloride 20 microgL ---
D Non-Halogenated SVOCs
Total Phthalates 190 microgL
Diethylhexyl phthalate 101 microgL
Total Group I PAHs 10 microgL ---
Benzo(a)anthracene
As Total PAHs
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Dibenzo(ah)anthracene
Indeno(123-cd)pyrene
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 20 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
Total Group II PAHs 100 microgL ---
Naphthalene 20 microgL ---
E Halogenated SVOCs
Total PCBs 0000064 microgL ---
Pentachlorophenol 10 microgL ---
F Fuels Parameters
Total Petroleum
Hydrocarbons 50 mgL ---
Ethanol Report mgL ---
Methyl-tert-Butyl Ether 70 microgL
tert-Butyl Alcohol 120 microgL in MA
40 microgL in NH ---
tert-Amyl Methyl Ether 90 microgL in MA
140 microgL in NH ---
Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 21 of 24
E Treatment system information
1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)
AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption
Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify
2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge
Identify each major treatment component (check any that apply)
Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter
Chemical feed tank Air stripping unit Bag filter Other if so specify
Indicate if either of the following will occur (check any that apply)
Chlorination De-chlorination
3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component
Indicate the most limiting component
Is use of a flow meter feasible (check one) Yes No if so provide justification
Provide the proposed maximum effluent flow in gpm
Provide the average effluent flow in gpm
If Activity Category IV applies indicate the estimated total volume of water that will be discharged
4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 22 of 24
F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)
Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify
2 Provide the following information for each chemicaladditive using attachments if necessary
a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and
f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))
3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance
with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section
307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive
(check one) Yes No
G Endangered Species Act eligibility determination
1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the
ldquoaction areardquo
FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)
or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat
(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)
Yes No
FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical
habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and
related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the
FWS This determination was made by (check one) the operator EPA Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 23 of 24
NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of
listed species Has the operator previously completed consultation with NMFS (check one) Yes No
2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No
Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach
H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on
historic properties
Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties
Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse
effect on historic properties
2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No
Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or
other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No
I Supplemental information
Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary
Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No
Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No
Site RTNs
MA Limits WQBEL
Outfall 001
Enter number values in green boxes below Enter values in the units specified
darr
625 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
1079
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10786
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 23729 microgL
40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL
21572 microgL
MA Limits WQBEL
Outfall 002
Enter number values in green boxes below Enter values in the units specified
darr
00026 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
102
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 22 microgL
00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL
20 microgL
Dilution Calculation
Determination
From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM
Hi Jake
It was nice speaking to you earlier today
The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102
Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage
Please let me know if you have any questions
Happy New Year Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Xiaodon
I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime
Thank you
Jake
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617
M 5089309812 jjenningslrt-llcnet
From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs
Hi Jake
There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)
According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River
To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2
7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD
Design flow = 400 gpm =058 MGD
Dilution Factor at outfall 001 = (058 +625)058 = 1079
For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday
Please let me know if we can have a phone call anytime Monday - Wednesday
I hope you have a lovely holiday Regards Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Cathy and Xiaodan
I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated
Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval
The project
1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm
The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417
Have a great holiday
Thank you
Jake Jennings
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet
Appendix B
Laboratory Data
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
December 31 2020
John Henry
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Project Location 1600 Osgood St
Client Job Number
Project Number 2-2137
Laboratory Work Order Number 20L0887
Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions
concerning this report please feel free to contact me
Sincerely
Kerry K McGee
Project Manager
Page 1 of 44
Table of Contents
Table of Contents
Sample Summary 4
Case Narrative 5
Sample Results 8
20L0887-01 8
20L0887-02 17
Sample Preparation Information 19
QC Data 21
Volatile Organic Compounds by GCMS 21
B273078 21
Semivolatile Organic Compounds by GCMS 23
B273270 23
Semivolatile Organic Compounds by - GCMS 24
B273158 24
Polychlorinated Biphenyls By GCECD 28
B273089 28
Metals Analyses (Total) 29
B273164 29
B273165 29
B273201 30
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31
B273029 31
B273038 31
B273059 31
B273112 31
B273331 32
Page 2 of 44
Table of Contents
Table of Contents (continued)
B273396
Drinking Water Organics EPA 5041
B273121
Dual Column RPD Report
FlagQualifier Summary
Certifications
Chain of CustodySample Receipt
32
33
33
34
38
39
43
Page 3 of 44
[TOC_1]Sample Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Lockwood Remediation Technologies LLC
89 Crawford Street REPORT DATE 12312020
Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137
ATTN John Henry
PROJECT NUMBER 2-2137
ANALYTICAL SUMMARY
WORK ORDER NUMBER 20L0887
The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report
PROJECT LOCATION 1600 Osgood St
FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB
Influent 20L0887-01 Ground Water 6083
6241
6251
EPA 1664B
EPA 2007
EPA 2008
EPA 2451
EPA 3000
EPA 3501
EPA 5041
SM21-22 2540D
SM21-22 3500 Cr B
SM21-22 4500 CL G
SM21-22 4500 CN E MA M-MA-086CT
PH-0574NY11148
Tri Chrome Calc
Receiving Water 20L0887-02 Ground Water EPA 2007
EPA 2008
EPA 2451
EPA 3501
SM21-22 3500 Cr B
Tri Chrome Calc
Page 4 of 44
[TOC_1]Case Narrative[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CASE NARRATIVE SUMMARY
All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report
REVISED REPORT - 12312020 - Ethanol addded per clients request
Page 5 of 44
V-05
L-04
L-07
R-05
S-07
V-04
V-05
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
6241
Qualifications
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Ethanol
20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1
6251
Qualifications
Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this
compound is likely to be biased on the low side Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD
between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified
2-Chloronaphthalene
B273158-BSD1
N-Nitrosodimethylamine
B273158-BSD1
Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this
compound Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10
Analyte amp Samples(s) Qualified
246-Tribromophenol
20L0887-01[Influent]
Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method
specified criteria Reported result is estimated Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Page 6 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing
I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed
in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the
best of my knowledge and belief accurate and complete
Lisa A Worthington
Technical Representative
Page 7 of 44
[TOC_2]20L0887-01[TOC]
[TOC_1]Sample Results[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Volatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD
tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD
Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD
Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD
Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD
tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD
Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD
Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD
Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD
Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD
Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD
Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD
14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD
trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD
12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD
trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD
Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD
Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD
Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD
Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD
1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD
Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD
Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD
111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD
Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD
Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD
o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD
Surrogates Recovery Recovery Limits FlagQual
12-Dichloroethane-d4 833 70-130 121920 343
Toluene-d8 954 70-130 121920 343
4-Bromofluorobenzene 102 70-130 121920 343
Page 8 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA
Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA
Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA
Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA
Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA
Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA
Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA
Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA
Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol (SIM) 387 15-110 122220 2031
Phenol-d6 (SIM) 307 15-110 122220 2031
Nitrobenzene-d5 732 30-130 122220 2031
2-Fluorobiphenyl 726 30-130 122220 2031
246-Tribromophenol (SIM) 101 15-110 122220 2031
p-Terphenyl-d14 905 30-130 122220 2031
Page 9 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05
Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL
Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL
Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Page 10 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL
Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol 473 15-110 122120 1953
Phenol-d6 377 15-110 122120 1953
Nitrobenzene-d5 686 30-130 122120 1953
2-Fluorobiphenyl 785 30-130 122120 1953
246-Tribromophenol 111 15-110 S-07 122120 1953
p-Terphenyl-d14 880 30-130 122120 1953
Page 11 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Polychlorinated Biphenyls By GCECD
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG
Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG
Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG
Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG
Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG
Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG
Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG
Surrogates Recovery Recovery Limits FlagQual
Decachlorobiphenyl [1] 575 30-150 122120 1252
Decachlorobiphenyl [2] 577 30-150 122120 1252
Tetrachloro-m-xylene [1] 803 30-150 122120 1252
Tetrachloro-m-xylene [2] 835 30-150 122120 1252
Page 12 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH
Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH
Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL
Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV
Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH
Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL
Page 13 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH
Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC
Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL
Page 14 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Drinking Water Organics EPA 5041
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB
Surrogates Recovery Recovery Limits FlagQual
13-Dibromopropane (1) 102 70-130 121820 2221
Page 15 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL
Page 16 of 44
[TOC_2]20L0887-02[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH
Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH
Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL
Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV
Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH
Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL
Page 17 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Page 18 of 44
[TOC_1]Sample Preparation Information[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method SW-846 3510C Analytical Method 6083
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273089 1000 500 121820
Prep Method SW-846 5030B Analytical Method 6241
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273078 5 500 121820
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273158 980 100 121920
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273270 980 100 121920
EPA 1664B
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273396 200 122320
Prep Method EPA 2007 Analytical Method EPA 2007
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273165 500 500 121920
20L0887-01 [Influent] B273165 500 121920
20L0887-02 [Receiving Water] B273165 500 500 121920
20L0887-02 [Receiving Water] B273165 500 121920
Prep Method EPA 2008 Analytical Method EPA 2008
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273164 500 500 121920
20L0887-02 [Receiving Water] B273164 500 500 121920
Prep Method EPA 2451 Analytical Method EPA 2451
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273201 600 600 122120
20L0887-02 [Receiving Water] B273201 600 600 122120
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
Page 19 of 44
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39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273112 100 100 121820
EPA 3501
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273331 100 100 122220
20L0887-02 [Receiving Water] B273331 100 100 122220
Prep Method EPA 504 water Analytical Method EPA 5041
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273121 360 350 121820
SM21-22 2540D
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273059 100 121820
SM21-22 3500 Cr B
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273029 500 500 121620
20L0887-02 [Receiving Water] B273029 500 500 121620
SM21-22 4500 CL G
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273038 100 100 121620
Prep Method EPA 2008 Analytical Method Tri Chrome Calc
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273164 500 121920
20L0887-02 [Receiving Water] B273164 500 121920
Page 20 of 44
[TOC_2]Volatile Organic Compounds by GCMS[TOC]
[TOC_3]B273078[TOC]
[TOC_1]QC Data[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
Blank (B273078-BLK1) Prepared 121820 Analyzed 121920
Acetone ND 500 microgL
tert-Amyl Methyl Ether (TAME) ND 0500 microgL
Benzene ND 100 microgL
Bromodichloromethane ND 200 microgL
Bromoform ND 200 microgL
Bromomethane ND 200 microgL
tert-Butyl Alcohol (TBA) ND 200 microgL
Carbon Tetrachloride ND 200 microgL
Chlorobenzene ND 200 microgL
Chlorodibromomethane ND 200 microgL
Chloroethane ND 200 microgL
Chloroform ND 200 microgL
Chloromethane ND 200 microgL
12-Dichlorobenzene ND 200 microgL
13-Dichlorobenzene ND 200 microgL
14-Dichlorobenzene ND 200 microgL
12-Dichloroethane ND 200 microgL
11-Dichloroethane ND 200 microgL
11-Dichloroethylene ND 200 microgL
trans-12-Dichloroethylene ND 200 microgL
12-Dichloropropane ND 200 microgL
cis-13-Dichloropropene ND 200 microgL
14-Dioxane ND 500 microgL
trans-13-Dichloropropene ND 200 microgL
Ethanol ND 500 microgL V-05
Ethylbenzene ND 200 microgL
Methyl tert-Butyl Ether (MTBE) ND 200 microgL
Methylene Chloride ND 500 microgL
1122-Tetrachloroethane ND 200 microgL
Tetrachloroethylene ND 200 microgL
Toluene ND 100 microgL
111-Trichloroethane ND 200 microgL
112-Trichloroethane ND 200 microgL
Trichloroethylene ND 200 microgL
Trichlorofluoromethane (Freon 11) ND 200 microgL
Vinyl Chloride ND 200 microgL
m+p Xylene ND 200 microgL
o-Xylene ND 100 microgL
Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130
Surrogate Toluene-d8 232 microgL 250 930 70-130
Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Acetone 170 500 microgL 200 858 70-160
tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130
Benzene 16 100 microgL 200 822 65-135
Bromodichloromethane 19 200 microgL 200 968 65-135
Bromoform 24 200 microgL 200 121 70-130
Bromomethane 16 200 microgL 200 790 15-185
tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160
Carbon Tetrachloride 18 200 microgL 200 905 70-130
Chlorobenzene 21 200 microgL 200 103 65-135
Page 21 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Chlorodibromomethane 21 200 microgL 200 107 70-135
Chloroethane 17 200 microgL 200 834 40-160
Chloroform 17 200 microgL 200 872 70-135
Chloromethane 60 200 microgL 200 300 20-205
12-Dichlorobenzene 18 200 microgL 200 905 65-135
13-Dichlorobenzene 18 200 microgL 200 924 70-130
14-Dichlorobenzene 18 200 microgL 200 896 65-135
12-Dichloroethane 20 200 microgL 200 100 70-130
11-Dichloroethane 18 200 microgL 200 893 70-130
11-Dichloroethylene 19 200 microgL 200 932 50-150
trans-12-Dichloroethylene 17 200 microgL 200 852 70-130
12-Dichloropropane 20 200 microgL 200 996 35-165
cis-13-Dichloropropene 17 200 microgL 200 852 25-175
14-Dioxane 200 500 microgL 200 101 40-130
trans-13-Dichloropropene 18 200 microgL 200 916 50-150
Ethanol 150 500 microgL 200 738 40-160 V-05
Ethylbenzene 20 200 microgL 200 989 60-140
Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130
Methylene Chloride 15 500 microgL 200 738 60-140
1122-Tetrachloroethane 20 200 microgL 200 100 60-140
Tetrachloroethylene 22 200 microgL 200 112 70-130
Toluene 18 100 microgL 200 902 70-130
111-Trichloroethane 19 200 microgL 200 934 70-130
112-Trichloroethane 21 200 microgL 200 103 70-130
Trichloroethylene 19 200 microgL 200 947 65-135
Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150
Vinyl Chloride 13 200 microgL 200 662 5-195
m+p Xylene 40 200 microgL 400 101 70-130
o-Xylene 20 100 microgL 200 100 70-130
Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130
Surrogate Toluene-d8 240 microgL 250 961 70-130
Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130
Page 22 of 44
[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]
[TOC_3]B273270[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273270 - SW-846 3510C
LCS (B273270-BS1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143
Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410
Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159
Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434
Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158
Chrysene (SIM) 40 microgL 500 835 17-168417
Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227
Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426
Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176
Surrogate 2-Fluorophenol 855 microgL 200 427 15-110
Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110
Surrogate Phenol-d6 657 microgL 200 328 15-110
Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110
Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130
Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130
Surrogate 246-Tribromophenol 124 microgL 140 884 15-110
Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110
Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130
LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53
Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72
Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71
Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63
Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82
Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87
Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126
Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99
Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86
Surrogate 2-Fluorophenol 897 microgL 200 448 15-110
Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110
Surrogate Phenol-d6 708 microgL 200 354 15-110
Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110
Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130
Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130
Surrogate 246-Tribromophenol 136 microgL 140 972 15-110
Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110
Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130
Page 23 of 44
[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]
[TOC_3]B273158[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
4-Nitrophenol
N-Nitrosodimethylamine
N-Nitrosodi-n-propylamine
2-Methylnaphthalene
Phenanthrene
2-Methylphenol
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
102
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
100
100
100
500
500
100
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
200 509 15-110
L-04 R-05 V-04
V-05
Page 24 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1) Prepared 121920 Analyzed 122120
Surrogate Phenol-d6 777 microgL 200 389 15-110
Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130
Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130
Surrogate 246-Tribromophenol 144 microgL 140 102 15-110
Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130
LCS (B273158-BS1) Prepared 121920 Analyzed 122120
Acenaphthene 409 500 microgL 500 817 47-145
Acenaphthylene 398 500 microgL 500 797 33-145
Anthracene 406 500 microgL 500 812 27-133
Benzidine
Benzo(ghi)perylene
817
479
200
500
microgL
microgL
100 817 40-140
500 957 10-219
V-04 V-05 L-04
R-05
4-Bromophenylphenylether 376 100 microgL 500 751 53-127
Butylbenzylphthalate 400 100 microgL 500 800 10-152
4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147
Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158
Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166
2-Chloronaphthalene 336 100 microgL 500 672 60-120
2-Chlorophenol 364 100 microgL 500 728 23-134
4-Chlorophenylphenylether 388 100 microgL 500 776 25-158
Di-n-butylphthalate 389 100 microgL 500 778 10-120
13-Dichlorobenzene 302 500 microgL 500 604 10-172
14-Dichlorobenzene 311 500 microgL 500 622 20-124
12-Dichlorobenzene 319 500 microgL 500 638 32-129
33-Dichlorobenzidine 427 100 microgL 100 427 10-262
24-Dichlorophenol 414 100 microgL 500 827 39-135
Diethylphthalate 390 100 microgL 500 780 10-120
24-Dimethylphenol 368 100 microgL 500 737 32-120
Dimethylphthalate 385 100 microgL 500 770 10-120
46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181
24-Dinitrophenol 512 100 microgL 500 102 10-191
24-Dinitrotoluene 433 100 microgL 500 865 39-139
26-Dinitrotoluene 432 100 microgL 500 864 50-158
Di-n-octylphthalate 384 100 microgL 500 767 4-146
12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140
Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158
Fluoranthene 404 500 microgL 500 807 26-137
Fluorene 411 500 microgL 500 821 59-121
Hexachlorobenzene 401 100 microgL 500 802 10-152
Hexachlorobutadiene 335 100 microgL 500 670 24-120
Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140
Hexachloroethane 301 100 microgL 500 602 40-120
Isophorone 401 100 microgL 500 802 21-196
Naphthalene 363 500 microgL 500 727 21-133
Nitrobenzene 350 100 microgL 500 701 35-180
2-Nitrophenol 443 100 microgL 500 886 29-182
4-Nitrophenol 232 100 microgL 500 463 10-132
N-Nitrosodimethylamine 204 100 microgL 500 407 40-140
N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230
2-Methylnaphthalene 424 500 microgL 500 848 40-140
Phenanthrene 402 500 microgL 500 803 54-120
2-Methylphenol 362 100 microgL 500 725 40-140
Page 25 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS (B273158-BS1)
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
Surrogate Phenol-d6
Surrogate Nitrobenzene-d5
Surrogate 2-Fluorobiphenyl
Surrogate 246-Tribromophenol
Surrogate p-Terphenyl-d14
180
349
395
346
425
111
867
760
821
153
876
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 361 5-120
500 699 40-140
500 790 52-120
500 691 44-142
500 851 37-144
200 553 15-110
200 434 15-110
100 760 30-130
100 821 30-130
140 109 15-110
100 876 30-130
LCS Dup (B273158-BSD1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
354
338
354
520
408
331
345
364
286
298
272
311
333
337
243
247
262
370
352
339
305
336
392
450
377
374
322
314
339
355
355
351
270
296
246
339
296
294
365
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 708 47-145
500 677 33-145
500 708 27-133
100 520 40-140
500 816 10-219
500 662 53-127
500 690 10-152
500 729 22-147
500 571 12-158
500 597 36-166
500 544 60-120
500 623 23-134
500 665 25-158
500 674 10-120
500 485 10-172
500 494 20-124
500 524 32-129
100 370 10-262
500 705 39-135
500 678 10-120
500 610 32-120
500 672 10-120
500 785 10-181
500 901 10-191
500 754 39-139
500 747 50-158
500 644 4-146
500 628 40-140
500 678 8-158
500 711 26-137
500 711 59-121
500 703 10-152
500 539 24-120
500 593 40-140
500 493 40-120
500 678 21-196
500 593 21-133
500 588 35-180
500 730 29-182
143
163
136
444
159
127
147
131
155
163
211
157
154
143
217
231
195
144
160
140
189
135
125
129
138
145
175
116
154
127
144
132
216
195
199
168
203
175
194
48
74
66
30
97
43
60
73
108
76
24
61
61
47
30
30
30
108
50
100
58
183
203
132
42
48
69
30
82
66
38
55
62
30
52
93
65
62
55
L-04 R-05 V-04
V-05
L-07
Page 26 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120
4-Nitrophenol 213 100 microgL 500 426 10-132 841 131
N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07
N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87
2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30
Phenanthrene 352 500 microgL 500 704 54-120 132 39
2-Methylphenol 323 100 microgL 500 647 40-140 114 30
Phenol 160 100 microgL 500 320 5-120 121 64
34-Methylphenol 310 200 microgL 500 619 40-140 121 30
Pyrene 347 500 microgL 500 694 52-120 130 49
124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50
246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58
Surrogate 2-Fluorophenol 957 microgL 200 479 15-110
Surrogate Phenol-d6 760 microgL 200 380 15-110
Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130
Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130
Surrogate 246-Tribromophenol 129 microgL 140 920 15-110
Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130
Page 27 of 44
[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]
[TOC_3]B273089[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Polychlorinated Biphenyls By GCECD - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273089 - SW-846 3510C
Blank (B273089-BLK1) Prepared 121820 Analyzed 122120
Aroclor-1016 ND 0100 microgL
Aroclor-1016 [2C] ND 0100 microgL
Aroclor-1221 ND 0100 microgL
Aroclor-1221 [2C] ND 0100 microgL
Aroclor-1232 ND 0100 microgL
Aroclor-1232 [2C] ND 0100 microgL
Aroclor-1242 ND 0100 microgL
Aroclor-1242 [2C] ND 0100 microgL
Aroclor-1248 ND 0100 microgL
Aroclor-1248 [2C] ND 0100 microgL
Aroclor-1254 ND 0100 microgL
Aroclor-1254 [2C] ND 0100 microgL
Aroclor-1260 ND 0100 microgL
Aroclor-1260 [2C] ND 0100 microgL
Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150
Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150
Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150
Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150
LCS (B273089-BS1) Prepared 121820 Analyzed 122120
Aroclor-1016 0481 0200 microgL 0500 962 50-140
Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140
Aroclor-1260 0458 0200 microgL 0500 916 8-140
Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140
Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150
Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150
Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150
Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150
LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120
Aroclor-1016 0458 0200 microgL 0500 916 50-140 488
Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628
Aroclor-1260 0423 0200 microgL 0500 847 8-140 784
Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827
Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150
Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150
Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150
Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150
Page 28 of 44
[TOC_2]Metals Analyses (Total)[TOC]
[TOC_3]B273164[TOC]
[TOC_3]B273165[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273164 - EPA 2008
Blank (B273164-BLK1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
10
080
020
10
10
050
50
50
020
10
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
LCS (B273164-BS1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
484
487
473
951
474
477
476
451
955
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
931
969
974
946
951
948
953
952
903
955
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
479
489
476
955
472
480
476
453
954
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
930
959
978
951
955
944
960
951
907
954
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
00503
101
0421
0527
0360
0435
0713
00436
0425
0143
20
20
20
20
20
20
20
20
20
20
Batch B273165 - EPA 2007
Blank (B273165-BLK1) Prepared 121920 Analyzed 122120
Iron
Hardness
ND
ND
0050
14
mgL
mgL
LCS (B273165-BS1) Prepared 121920 Analyzed 122120
Iron
Hardness
412
27
0050
14
mgL
mgL
400
264
103
101
85-115
85-115
Page 29 of 44
[TOC_3]B273201[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273165 - EPA 2007
LCS Dup (B273165-BSD1)
Iron
Hardness
408
26
0050
14
mgL
mgL
Prepared 121920 Analyzed 122120
400 102 85-115
264 993 85-115
0946
130
20
20
Batch B273201 - EPA 2451
Blank (B273201-BLK1)
Mercury ND 000010 mgL
Prepared amp Analyzed 122120
LCS (B273201-BS1)
Mercury 000398 000010 mgL
Prepared amp Analyzed 122120
000400 995 85-115
LCS Dup (B273201-BSD1)
Mercury 000426 000010 mgL
Prepared amp Analyzed 122120
000400 107 85-115 692 20
Page 30 of 44
PAAPHASW-846 Methods (Total)[TOC]
[TOC_3]B273029[TOC]
[TOC_3]B273038[TOC]
[TOC_3]B273059[TOC]
[TOC_3]B273112[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273029 - SM21-22 3500 Cr B
Blank (B273029-BLK1)
Hexavalent Chromium ND 00040 mgL
Prepared amp Analyzed 121620
LCS (B273029-BS1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 101 90-115
LCS Dup (B273029-BSD1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 104 90-115 248 11
Batch B273038 - SM21-22 4500 CL G
Blank (B273038-BLK1)
Chlorine Residual ND 0020 mgL
Prepared amp Analyzed 121620
LCS (B273038-BS1)
Chlorine Residual 066 0020 mgL
Prepared amp Analyzed 121620
0641 102 853-130
LCS Dup (B273038-BSD1)
Chlorine Residual 067 0020 mgL
Prepared amp Analyzed 121620
0641 105 853-130 233 136
Duplicate (B273038-DUP1)
Chlorine Residual
Source 20L0887-01
ND 0020 mgL
Prepared amp Analyzed 121620
ND NC 294
Matrix Spike (B273038-MS1)
Chlorine Residual
Source 20L0887-01
026 0020 mgL
Prepared amp Analyzed 121620
0300 ND 858 10-169
Batch B273059 - SM21-22 2540D
Blank (B273059-BLK1)
Total Suspended Solids ND 25 mgL
Prepared amp Analyzed 121820
LCS (B273059-BS1)
Total Suspended Solids 190 10 mgL
Prepared amp Analyzed 121820
200 950 574-123
Batch B273112 - EPA 3000
Blank (B273112-BLK1)
Chloride ND 10 mgL
Prepared amp Analyzed 121820
LCS (B273112-BS1)
Chloride 10 mgL
Prepared amp Analyzed 121820
100 101 90-110
Page 31 of 44
[TOC_3]B273331[TOC]
[TOC_3]B273396[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273112 - EPA 3000
LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820
Chloride 10 mgL 100 101 90-110 0511 20
Batch B273331 - EPA 3501
Blank (B273331-BLK1) Prepared 122220 Analyzed 122320
Ammonia as N ND 010 mgL
LCS (B273331-BS1) Prepared 122220 Analyzed 122320
Ammonia as N 19 010 mgL 200 966 90-110
LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320
Ammonia as N 20 010 mgL 200 100 90-110 341 20
Batch B273396 - EPA 1664B
Blank (B273396-BLK1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 14 mgL
LCS (B273396-BS1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132
Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18
Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132
Page 32 of 44
[TOC_2]Drinking Water Organics EPA 5041[TOC]
[TOC_3]B273121[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Drinking Water Organics EPA 5041 - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273121 - EPA 504 water
Blank (B273121-BLK1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
ND
110
0021 microgL
microgL
Prepared amp Analyzed 121820
106 104 70-130
LCS (B273121-BS1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0230
106
0021 microgL
microgL
Prepared amp Analyzed 121820
0260 884
104 102
70-130
70-130
LCS Dup (B273121-BSD1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0221
111
0021 microgL
microgL
Prepared amp Analyzed 121820
0257 860
103 108
70-130
70-130
387
Page 33 of 44
[TOC_1]Dual Column RPD Report[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0481
2 0000 0000 0000 0477 06
Aroclor-1260 1 0000 0000 0000 0458
2 0000 0000 0000 0450 22
Page 34 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0458
2 0000 0000 0000 0448 26
Aroclor-1260 1 0000 0000 0000 0423
2 0000 0000 0000 0414 14
Page 35 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0230
Page 36 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0221
Page 37 of 44
[TOC_1]FlagQualifier Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
FLAGQUALIFIER SUMMARY
QC result is outside of established limits
Wide recovery limits established for difficult compound
Wide RPD limits established for difficult compound
Data exceeded client recommended or regulatory level
ND Not Detected
RL Reporting Limit is at the level of quantitation (LOQ)
DL Detection Limit is the lower limit of detection determined by the MDL study
MCL Maximum Contaminant Level
Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the
calculation which have not been rounded
No results have been blank subtracted unless specified in the case narrative section
J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated
concentration (CLP J-Flag)
L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits
Reported value for this compound is likely to be biased on the low side
L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but
the other is within limits RPD between the two LFBLCS results is within method specified criteria
R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any
reported value for this compound
S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All
recoveries are gt 10
V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where
RSD is outside of method specified criteria Reported result is estimated
V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for
this compound
Page 38 of 44
[TOC_1]Certifications[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6083 in Water
Aroclor-1016 CTMANHNYRINCMEVA
Aroclor-1016 [2C] CTMANHNYRINCMEVA
Aroclor-1221 CTMANHNYRINCMEVA
Aroclor-1221 [2C] CTMANHNYRINCMEVA
Aroclor-1232 CTMANHNYRINCMEVA
Aroclor-1232 [2C] CTMANHNYRINCMEVA
Aroclor-1242 CTMANHNYRINCMEVA
Aroclor-1242 [2C] CTMANHNYRINCMEVA
Aroclor-1248 CTMANHNYRINCMEVA
Aroclor-1248 [2C] CTMANHNYRINCMEVA
Aroclor-1254 CTMANHNYRINCMEVA
Aroclor-1254 [2C] CTMANHNYRINCMEVA
Aroclor-1260 CTMANHNYRINCMEVA
Aroclor-1260 [2C] CTMANHNYRINCMEVA
6241 in Water
Acetone CTNYMANH
tert-Amyl Methyl Ether (TAME) MA
Benzene CTNYMANHRINCMEVA
Bromodichloromethane CTNYMANHRINCMEVA
Bromoform CTNYMANHRINCMEVA
Bromomethane CTNYMANHRINCMEVA
tert-Butyl Alcohol (TBA) NYMA
Carbon Tetrachloride CTNYMANHRINCMEVA
Chlorobenzene CTNYMANHRINCMEVA
Chlorodibromomethane CTNYMANHRINCMEVA
Chloroethane CTNYMANHRINCMEVA
Chloroform CTNYMANHRINCMEVA
Chloromethane CTNYMANHRINCMEVA
12-Dichlorobenzene CTNYMANHRINCMEVA
13-Dichlorobenzene CTNYMANHRINCMEVA
14-Dichlorobenzene CTNYMANHRINCMEVA
12-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethylene CTNYMANHRINCMEVA
trans-12-Dichloroethylene CTNYMANHRINCMEVA
12-Dichloropropane CTNYMANHRINCMEVA
cis-13-Dichloropropene CTNYMANHRINCMEVA
14-Dioxane MA
trans-13-Dichloropropene CTNYMANHRINCMEVA
Ethanol NYMANH
Ethylbenzene CTNYMANHRINCMEVA
Methyl tert-Butyl Ether (MTBE) NYMANHNC
Methylene Chloride CTNYMANHRINCMEVA
Naphthalene NYMANC
1122-Tetrachloroethane CTNYMANHRINCMEVA
Tetrachloroethylene CTNYMANHRINCMEVA
Page 39 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6241 in Water
Toluene CTNYMANHRINCMEVA
124-Trichlorobenzene MANC
111-Trichloroethane CTNYMANHRINCMEVA
112-Trichloroethane CTNYMANHRINCMEVA
Trichloroethylene CTNYMANHRINCMEVA
Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA
Vinyl Chloride CTNYMANHRINCMEVA
m+p Xylene CTNYMANHRINC
o-Xylene CTNYMANHRINC
6251 in Water
Acenaphthene CTMANHNYNCRIMEVA
Acenaphthylene CTMANHNYNCRIMEVA
Anthracene CTMANHNYNCRIMEVA
Benzidine CTMANHNYNCRIMEVA
Benzo(ghi)perylene CTMANHNYNCRIMEVA
4-Bromophenylphenylether CTMANHNYNCRIMEVA
Butylbenzylphthalate CTMANHNYNCRIMEVA
4-Chloro-3-methylphenol CTMANHNYNCRIVA
Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA
Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA
2-Chloronaphthalene CTMANHNYNCRIMEVA
2-Chlorophenol CTMANHNYNCRIMEVA
4-Chlorophenylphenylether CTMANHNYNCRIMEVA
Di-n-butylphthalate CTMANHNYNCRIMEVA
13-Dichlorobenzene MANC
14-Dichlorobenzene MANC
12-Dichlorobenzene MANC
33-Dichlorobenzidine CTMANHNYNCRIMEVA
24-Dichlorophenol CTMANHNYNCRIMEVA
Diethylphthalate CTMANHNYNCRIMEVA
24-Dimethylphenol CTMANHNYNCRIMEVA
Dimethylphthalate CTMANHNYNCRIMEVA
46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA
24-Dinitrophenol CTMANHNYNCRIMEVA
24-Dinitrotoluene CTMANHNYNCRIMEVA
26-Dinitrotoluene CTMANHNYNCRIMEVA
Di-n-octylphthalate CTMANHNYNCRIMEVA
12-DiphenylhydrazineAzobenzene NC
Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA
Fluoranthene CTMANHNYNCRIMEVA
Fluorene CTMANHNYNCRIMEVA
Hexachlorobenzene CTMANHNYNCRIMEVA
Hexachlorobutadiene CTMANHNYNCRIMEVA
Hexachlorocyclopentadiene CTMANHNYNCRIMEVA
Hexachloroethane CTMANHNYNCRIMEVA
Isophorone CTMANHNYNCRIMEVA
Page 40 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6251 in Water
Naphthalene CTMANHNYNCRIMEVA
Nitrobenzene CTMANHNYNCRIMEVA
2-Nitrophenol CTMANHNYNCRIMEVA
4-Nitrophenol CTMANHNYNCRIMEVA
N-Nitrosodimethylamine CTMANHNYNCRIMEVA
N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA
2-Methylnaphthalene NC
Phenanthrene CTMANHNYNCRIMEVA
2-Methylphenol NYNC
Phenol CTMANHNYNCRIMEVA
34-Methylphenol NYNC
Pyrene CTMANHNYNCRIMEVA
124-Trichlorobenzene CTMANHNYNCRIMEVA
246-Trichlorophenol CTMANHNYNCRIMEVA
2-Fluorophenol NC
2-Fluorophenol NCVA
Phenol-d6 VA
Nitrobenzene-d5 VA
EPA 2007 in Water
Iron CTMANHNYRINCMEVA
Hardness CTMANHNYRIVA
EPA 2008 in Water
Antimony CTMANHNYRINCMEVA
Arsenic CTMANHNYRINCMEVA
Cadmium CTMANHNYRINCMEVA
Chromium CTMANHNYRINCMEVA
Copper CTMANHNYRINCMEVA
Lead CTMANHNYRINCMEVA
Nickel CTMANHNYRINCMEVA
Selenium CTMANHNYRINCMEVA
Silver CTMANHNYRINCMEVA
Zinc CTMANHNYRINCMEVA
EPA 2451 in Water
Mercury CTMANHRINYNCMEVA
EPA 3000 in Water
Chloride NCNYMAVAMENHCTRI
EPA 3501 in Water
Ammonia as N NCNYMANHRIMEVA
SM21-22 2540D in Water
Total Suspended Solids CTMANHNYRINCMEVA
SM21-22 3500 Cr B in Water
Hexavalent Chromium NYCTNHRIMEVANC
SM21-22 4500 CL G in Water
Chlorine Residual CTMARIME
Page 41 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
SM21-22 4500 CN E in Water
Cyanide CTMANHNYRINCMEVA
Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations
Code Description Number Expires
AIHA AIHA-LAP LLC - ISO170252017 100033 0312022
MA Massachusetts DEP M-MA100 06302021
CT Connecticut Department of Publilc Health PH-0567 09302021
NY New York State Department of Health 10899 NELAP 0412021
NH-S New Hampshire Environmental Lab 2516 NELAP 0252021
RI Rhode Island Department of Health LAO00112 12302020
NC North Carolina Div of Water Quality 652 12312020
NJ New Jersey DEP MA007 NELAP 06302021
FL Florida Department of Health E871027 NELAP 06302021
VT Vermont Department of Health Lead Laboratory LL720741 07302021
ME State of Maine MA00100 0692021
VA Commonwealth of Virginia 460217 12142021
NH-P New Hampshire Environmental Lab 2557 NELAP 0962021
VT-DW Vermont Department of Health Drinking Water VT-255716 06122021
NC-DW North Carolina Department of Health 25703 07312021
PA Commonwealth of Pennsylvania DEP 68-05812 06302021
MI Dept of Env Great Lakes and Energy 9100 0962021
Page 42 of 44
Table of Contents
Page 43 of 44
Table of Contents
Page 44 of 44
Appendix C
Cutsheets
1
2
31
2
1
2
ROD HOOPS
C B A
6 EXTERNAL FEED LINE w
WELDED NIPPLE amp FISH PLATE 313
3
8
169
5
16
6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w
1
BLIND FLANGE 6 BUTTERFLY VALVE
1
(2)
1
2
Couplings
w Plugs
(3) 22 MANWAYS
6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE
ADD LIGHT PROTECTION
BARS BEHIND LIGHTS
480
GLADHAND w FISH PLATE
568
9
16
TUBE 4 x 2 x
1
4
x 65
7
8
TUBE 4 x 2 x
1
4
x 65
3
8
66
TOP OF WEIR TOP OF WEIR
6 TYP
65
1
2
WEIR WEIR
503
C B A
STANDARD SPECIFICATION
CAPACITY 18480 GALLONS (440 BBL)
SIDE SHEETS 14 A36 PLATE
FRONT SHEET 14 A36 PLATE
REAR SHEET 14 A36 PLATE
FLOOR 14 A36 PLATE
MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL
FLOOR CROSSMEMBERS 14 A36 PLATE
SIDE STAKES ONE PIECE 316 A36 PLATE
SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY
AXLE 775 TRACK 22500 LBS CAPACITY
TIRES 11R225 RADIAL
WHEELS 825 x 225 STEEL
MANWAYS 3 - 22 DIA CURB SIDE
VALVES 3 - 6 BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (REAR)
2 - 6 BLIND FLANGE CONNECTION (REAR)
INLET PIPING 1 - 6 PIPE SYSTEM (REAR)
BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)
(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)
PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT
(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT
2
ROD HOOPS
16
UNDER WEIR
OVER WEIR
TUBE 4 x 2 x
1
4
x 95
3
8
STIFFENER
12
90
11
16
T
YP
102
11
16
8T
YP
SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A
NOTE
This drawing is a representation baseline for this model of tank Variations between
this drawing and the actual equipment do exist primarily with appurtenance locations
sizes and quantities
65
3
4
102
118
86
11
16
16
ALL CONNECTIONS MUST
HAVE INTERNAL FLANGES
4 TYP
5
11
16
1
2
ROD HOOPS
22
512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031
PINNACLE MFG THIS DRAWING amp ALL INFORMATION
OTHERWISE NOTED
TOLERANCE UNLESS
NOTES
THEREON IS THE PROPERTY OF
PINNACLE Mfg LLC
1 DO NOT SCALE PRINT
X plusmn 060
2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST
XX plusmn 030
3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS
XXX plusmn 010
MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS
AL470-WT
Lockwood Spec
MATERIAL MATERIAL
FIRST USED ECN
DRW FK
DRAWING NO
SIZE REV
DATE 17-1004
SCALE NTS
BOOK NO
DESCRIPTION
PLASMA DXF FILE
B
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
24
20
CATION EXCHANGE RESIN SOFTENING GRADE
Na FORM CGS
RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do
NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY
FEATURES amp BENEFITS
bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners
bull LOW COLOR THROW
bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop
bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA
Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse
HYDRAULIC PROPERTIES
Pressure Loss Backwash Expansion 100
40degF 60degF 80degF 100degF
40degF 60degF 80degF 100degF
Perc
ent
of E
xpan
sion
80
60
40
20
psi
ft o
f Res
in
16
12
04
00 0 00 50 100 150 200 00 30 60 90 120
gpm sqft gpm sqft
PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures
160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom
08
RESINTECHreg CGS
PHYSICAL PROPERTIES
Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity
Sodium form gt18 meqmL Water Retention
Sodium form 40 to 52 percent Approximate Shipping Weight
Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request
SUGGESTED OPERATING CONDITIONS
Maximum continuous temperature Sodium form 250˚F
Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration
Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft
APPLICATIONS
SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications
0 0 5 10 15 20
5
10
15
20
25
30
Cap
acit
y K
ilogr
ains
per
cu
ft
Salt Dose lbs per cu ft
CGS Softening Capacity
Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied
0 0 5 10 15 20
3
6
9
12
15
Leak
age
ppm
as
CaCO
3
Salt Dose lbs per cu ft
CGS Hardness Leakage
Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support
East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins
MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11
SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM
reg
RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers
FEATURES amp BENEFITS
bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA
bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers
bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS
bull SUPERIOR PHYSICAL STABILITY
bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications
For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels
HYDRAULIC PROPERTIES
Pres
sure
Dro
p p
sift
3
2
1
0
0 2 4
Pressure Drop
o F40
o F60
o F80
100o F
6 8 10 12 14 16 18 20
Flow Rate gpmsqft
Perc
ent E
xpan
sion
100
80
60
40
20
0
00
Backwash Expansion
o F40 o F
60o F
80
100
10 20 30
Flow Rate gpmsqft
o F
40
PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign
matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form
1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom
RESINTECHreg SBG1
PHYSICAL PROPERTIES
Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3
+Clndash
Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50
+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent
pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention
Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent
Solubility Insoluble Approximate Shipping Weight
Cl Form 44 lbscuft OH Form 41 lbscuft
Swelling Cl- to OH- 18 to 25 percent Total Capacity
Cl Form 145 meqml min OH Form 115 meqml min
SUGGESTED OPERATING CONDITIONS
Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF
Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates
Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft
OPERATING CAPACITY
The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table
Pounds NaOHft3
Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3
4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222
APPLICATIONS
DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications
RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams
Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions
RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates
CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins
Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions
SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC
GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS
PERFORMANCE
ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better
RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)
160degF constant PRESSURE RATING 150 psi
MATERIALS
TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel
Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact
plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional
REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The
register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking
hasp COATING Fusion-bonded epoxy
OPTIONS
bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal
flowrates bull Electronic Propeller Meter available in all sizes of this
model bull A complete line of flow recordingcontrol
instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results
McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS
Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order
FOR MORE INFORMATION CONTACT
copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom
Appendix D
Supporting Information
- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR
^ _ _ a _ _ _ bc
13
13
13 13 13 13 13 13 13 13 13 13 13
Documentation of the Results of the ESA Eligibility Determination
Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area
An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site
bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County
Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat
Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat
United States Department of the Interior FISH AND WILDLIFE SERVICE
New England Ecological Services Field Office 70 Commercial Street Suite 300
Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104
httpwwwfwsgovnewengland
In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street
Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project
To Whom It May Concern
The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)
New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list
The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat
2 12162020 Event Code 05E1NE00-2021-E-02261
A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212
If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at
httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats
Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml
We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office
Attachment(s)
Official Species List
1 12162020 Event Code 05E1NE00-2021-E-02261
Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action
This species list is provided by
New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541
2 12162020 Event Code 05E1NE00-2021-E-02261
Project Summary Consultation Code 05E1NE00-2021-SLI-0752
Event Code 05E1NE00-2021-E-02261
Project Name 1600 Osgood Street
Project Type Water Withdrawal Depletion
Project Description Construction Dewatering
Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W
Counties Essex MA
3 12162020 Event Code 05E1NE00-2021-E-02261
Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list
Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce
See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions
1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce
Mammals NAME STATUS
Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045
Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION
Documentation of the National Historic Preservation Act Eligibility Determination
As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties
MACRIS Search Results
Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure
Inv No Property Name Street Town Year
Wednesday December 16 2020 Page 1 of 1
Building 50
Source Key Outfall 001Notes Drain Line Discharge Location(s) 1 Figure is not to scale Water Treatment system
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
Figure 2C ndash Site Plan Building 50 1600 Osgood Street North Andover Massachusetts
Influent
Bag Filtration
P P
P P
18000 Gallon Weir Tank Centrifugal
Pump Skid
Submersible Pump w
Float
P
P
Liquid Phase Reactivated
Carbon Vessels
P
P
P
PEffluent
Discharge
Flow Meter
Totalizer
P
P
Caton Exchange
Media Vessel
Anion Exchange
Media Vessel
Key
PipingHose
Sample Port
Ball Valve
Butterfly Valve
Pressure Gauge
Check Valve
PNotes
1) Figure is not to scale
2) System rated for 400 GPM Gate Valve
Contingency
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Office 774-450-7177
Water Treatment System Schematic 1600 Osgood Street
North Andover MA
PR
OJE
CT
No
2-2
137
FIG
UR
E N
o
5
DESIGNED BY LRT DRAWN BY JHJ
CHECKED BY DATE
Appendix A
NOI Form
MAG910000
NHG910000
Appendix IV ndash Part 1 ndash NOI
Page 14 of 24
II Suggested Format for the Remediation General Permit Notice of Intent (NOI)
A General site information
1 Name of site Site address
Street
City State Zip
2 Site owner Contact Person
Telephone Email
Owner is (check one) Federal StateTribal Private
Other if so specify
Mailing address
Street
City State Zip
3 Site operator if different than owner Contact Person
Telephone Email
Mailing address
Street
City State Zip
4 NPDES permit number assigned by EPA
NPDES permit is (check all that apply RGP DGP CGP
MSGP Individual NPDES permit Other if so specify
5 Other regulatory program(s) that apply to the site (check all that apply)
MA Chapter 21e list RTN(s) CERCLA
UIC Program
NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit
CWA Section 404
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 15 of 24
B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)
Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River
2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No
Are sensitive receptors present near the site (check one) Yes No
If yes specify
3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any
pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part
46 of the RGP
4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in
Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire
5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in
accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire
6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No
If yes indicate date confirmation received
7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII
(check one) Yes No
C Source water information
1 Source water(s) is (check any that apply)
Contaminated groundwater
Has the operator attached a summary of influent
sampling results as required in Part 42 of the RGP
in accordance with the instruction in Appendix
VIII (check one)
Yes No
Contaminated surface water
Has the operator attached a summary of influent
sampling results as required in Part 42 of the
RGP in accordance with the instruction in
Appendix VIII (check one)
Yes No
The receiving water Potable water if so indicate
municipality or origin
A surface water other
than the receiving water if
so indicate waterbody Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 16 of 24
2 Source water contaminants
a For source waters that are contaminated groundwater or contaminated
surface water indicate are any contaminants present that are not included in
the RGP (check one) Yes No If yes indicate the contaminant(s) and
the maximum concentration present in accordance with the instructions in
Appendix VIII
b For a source water that is a surface water other than the receiving water potable water
or other indicate any contaminants present at the maximum concentration in accordance
with the instructions in Appendix VIII (check one) Yes No
3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No
D Discharge information
1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source
Outfall(s) Outfall location(s) (Latitude Longitude)
Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify
A private storm sewer system A municipal storm sewer system
If the discharge enters the receiving water via a private or municipal storm sewer system
Has notification been provided to the owner of this system (check one) Yes No
Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for
obtaining permission
Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No
Provide the expected start and end dates of discharge(s) (monthyear)
Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge
Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 17 of 24
2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)
I ndash Petroleum-Related Site Remediation
II ndash Non-Petroleum-Related Site Remediation
III ndash Contaminated Site Dewatering
IV ndash Dewatering of Pipelines and Tanks
V ndash Aquifer Pump Testing
VI ndash Well DevelopmentRehabilitation
VII ndash Collection Structure DewateringRemediation
VIII ndash Dredge-Related Dewatering
a If Activity Category I or II (check all that apply)
A Inorganics
B Non-Halogenated Volatile Organic Compounds
C Halogenated Volatile Organic Compounds
D Non-Halogenated Semi-Volatile Organic Compounds
E Halogenated Semi-Volatile Organic Compounds
F Fuels Parameters
b If Activity Category III IV V VI VII or VIII (check either G or H)
G Sites with Known
Contamination H Sites with Unknown Contamination
c If Category III-G IV-G V-G VI-G
VII-G or VIII-G (check all that apply)
A Inorganics
B Non-Halogenated Volatile
Organic Compounds
C Halogenated Volatile Organic
Compounds
D Non-Halogenated Semi-Volatile
Organic Compounds
E Halogenated Semi-Volatile
Organic Compounds
F Fuels Parameters
d If Category III-H IV-H V-H VI-H VII-H or
VIII-H Contamination Type Categories A through
F apply
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 18 of 24
4 Influent and Effluent Characteristics
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
A Inorganics
Ammonia Report mgL ---
Chloride Report microgl ---
Total Residual Chlorine 02 mgL
Total Suspended Solids 30 mgL
Antimony 206 microgL
Arsenic 104 microgL
Cadmium 102 microgL
Chromium III 323 microgL
Chromium VI 323 microgL
Copper 242 microgL
Iron 5000 microgL
Lead 160 microgL
Mercury 0739 microgL
Nickel 1450 microgL
Selenium 2358 microgL
Silver 351 microgL
Zinc 420 microgL
Cyanide 178 mgL
B Non-Halogenated VOCs
Total BTEX 100 microgL ---
Benzene 50 microgL ---
14 Dioxane 200 microgL ---
Acetone 797 mgL ---
Phenol 1080 microgL
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 19 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
C Halogenated VOCs
Carbon Tetrachloride 44 microgL
12 Dichlorobenzene 600 microgL ---
13 Dichlorobenzene 320 microgL ---
14 Dichlorobenzene 50 microgL ---
Total dichlorobenzene 763 microgL in NH ---
11 Dichloroethane 70 microgL ---
12 Dichloroethane 50 microgL ---
11 Dichloroethylene 32 microgL ---
Ethylene Dibromide 005 microgL ---
Methylene Chloride 46 microgL ---
111 Trichloroethane 200 microgL ---
112 Trichloroethane 50 microgL ---
Trichloroethylene 50 microgL ---
Tetrachloroethylene 50 microgL
cis-12 Dichloroethylene 70 microgL ---
Vinyl Chloride 20 microgL ---
D Non-Halogenated SVOCs
Total Phthalates 190 microgL
Diethylhexyl phthalate 101 microgL
Total Group I PAHs 10 microgL ---
Benzo(a)anthracene
As Total PAHs
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Dibenzo(ah)anthracene
Indeno(123-cd)pyrene
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 20 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
Total Group II PAHs 100 microgL ---
Naphthalene 20 microgL ---
E Halogenated SVOCs
Total PCBs 0000064 microgL ---
Pentachlorophenol 10 microgL ---
F Fuels Parameters
Total Petroleum
Hydrocarbons 50 mgL ---
Ethanol Report mgL ---
Methyl-tert-Butyl Ether 70 microgL
tert-Butyl Alcohol 120 microgL in MA
40 microgL in NH ---
tert-Amyl Methyl Ether 90 microgL in MA
140 microgL in NH ---
Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 21 of 24
E Treatment system information
1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)
AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption
Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify
2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge
Identify each major treatment component (check any that apply)
Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter
Chemical feed tank Air stripping unit Bag filter Other if so specify
Indicate if either of the following will occur (check any that apply)
Chlorination De-chlorination
3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component
Indicate the most limiting component
Is use of a flow meter feasible (check one) Yes No if so provide justification
Provide the proposed maximum effluent flow in gpm
Provide the average effluent flow in gpm
If Activity Category IV applies indicate the estimated total volume of water that will be discharged
4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 22 of 24
F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)
Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify
2 Provide the following information for each chemicaladditive using attachments if necessary
a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and
f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))
3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance
with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section
307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive
(check one) Yes No
G Endangered Species Act eligibility determination
1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the
ldquoaction areardquo
FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)
or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat
(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)
Yes No
FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical
habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and
related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the
FWS This determination was made by (check one) the operator EPA Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 23 of 24
NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of
listed species Has the operator previously completed consultation with NMFS (check one) Yes No
2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No
Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach
H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on
historic properties
Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties
Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse
effect on historic properties
2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No
Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or
other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No
I Supplemental information
Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary
Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No
Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No
Site RTNs
MA Limits WQBEL
Outfall 001
Enter number values in green boxes below Enter values in the units specified
darr
625 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
1079
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10786
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 23729 microgL
40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL
21572 microgL
MA Limits WQBEL
Outfall 002
Enter number values in green boxes below Enter values in the units specified
darr
00026 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
102
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 22 microgL
00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL
20 microgL
Dilution Calculation
Determination
From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM
Hi Jake
It was nice speaking to you earlier today
The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102
Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage
Please let me know if you have any questions
Happy New Year Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Xiaodon
I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime
Thank you
Jake
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617
M 5089309812 jjenningslrt-llcnet
From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs
Hi Jake
There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)
According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River
To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2
7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD
Design flow = 400 gpm =058 MGD
Dilution Factor at outfall 001 = (058 +625)058 = 1079
For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday
Please let me know if we can have a phone call anytime Monday - Wednesday
I hope you have a lovely holiday Regards Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Cathy and Xiaodan
I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated
Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval
The project
1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm
The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417
Have a great holiday
Thank you
Jake Jennings
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet
Appendix B
Laboratory Data
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
December 31 2020
John Henry
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Project Location 1600 Osgood St
Client Job Number
Project Number 2-2137
Laboratory Work Order Number 20L0887
Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions
concerning this report please feel free to contact me
Sincerely
Kerry K McGee
Project Manager
Page 1 of 44
Table of Contents
Table of Contents
Sample Summary 4
Case Narrative 5
Sample Results 8
20L0887-01 8
20L0887-02 17
Sample Preparation Information 19
QC Data 21
Volatile Organic Compounds by GCMS 21
B273078 21
Semivolatile Organic Compounds by GCMS 23
B273270 23
Semivolatile Organic Compounds by - GCMS 24
B273158 24
Polychlorinated Biphenyls By GCECD 28
B273089 28
Metals Analyses (Total) 29
B273164 29
B273165 29
B273201 30
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31
B273029 31
B273038 31
B273059 31
B273112 31
B273331 32
Page 2 of 44
Table of Contents
Table of Contents (continued)
B273396
Drinking Water Organics EPA 5041
B273121
Dual Column RPD Report
FlagQualifier Summary
Certifications
Chain of CustodySample Receipt
32
33
33
34
38
39
43
Page 3 of 44
[TOC_1]Sample Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Lockwood Remediation Technologies LLC
89 Crawford Street REPORT DATE 12312020
Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137
ATTN John Henry
PROJECT NUMBER 2-2137
ANALYTICAL SUMMARY
WORK ORDER NUMBER 20L0887
The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report
PROJECT LOCATION 1600 Osgood St
FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB
Influent 20L0887-01 Ground Water 6083
6241
6251
EPA 1664B
EPA 2007
EPA 2008
EPA 2451
EPA 3000
EPA 3501
EPA 5041
SM21-22 2540D
SM21-22 3500 Cr B
SM21-22 4500 CL G
SM21-22 4500 CN E MA M-MA-086CT
PH-0574NY11148
Tri Chrome Calc
Receiving Water 20L0887-02 Ground Water EPA 2007
EPA 2008
EPA 2451
EPA 3501
SM21-22 3500 Cr B
Tri Chrome Calc
Page 4 of 44
[TOC_1]Case Narrative[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CASE NARRATIVE SUMMARY
All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report
REVISED REPORT - 12312020 - Ethanol addded per clients request
Page 5 of 44
V-05
L-04
L-07
R-05
S-07
V-04
V-05
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
6241
Qualifications
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Ethanol
20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1
6251
Qualifications
Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this
compound is likely to be biased on the low side Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD
between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified
2-Chloronaphthalene
B273158-BSD1
N-Nitrosodimethylamine
B273158-BSD1
Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this
compound Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10
Analyte amp Samples(s) Qualified
246-Tribromophenol
20L0887-01[Influent]
Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method
specified criteria Reported result is estimated Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Page 6 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing
I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed
in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the
best of my knowledge and belief accurate and complete
Lisa A Worthington
Technical Representative
Page 7 of 44
[TOC_2]20L0887-01[TOC]
[TOC_1]Sample Results[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Volatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD
tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD
Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD
Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD
Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD
tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD
Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD
Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD
Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD
Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD
Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD
Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD
14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD
trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD
12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD
trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD
Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD
Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD
Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD
Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD
1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD
Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD
Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD
111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD
Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD
Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD
o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD
Surrogates Recovery Recovery Limits FlagQual
12-Dichloroethane-d4 833 70-130 121920 343
Toluene-d8 954 70-130 121920 343
4-Bromofluorobenzene 102 70-130 121920 343
Page 8 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA
Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA
Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA
Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA
Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA
Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA
Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA
Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA
Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol (SIM) 387 15-110 122220 2031
Phenol-d6 (SIM) 307 15-110 122220 2031
Nitrobenzene-d5 732 30-130 122220 2031
2-Fluorobiphenyl 726 30-130 122220 2031
246-Tribromophenol (SIM) 101 15-110 122220 2031
p-Terphenyl-d14 905 30-130 122220 2031
Page 9 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05
Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL
Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL
Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Page 10 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL
Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol 473 15-110 122120 1953
Phenol-d6 377 15-110 122120 1953
Nitrobenzene-d5 686 30-130 122120 1953
2-Fluorobiphenyl 785 30-130 122120 1953
246-Tribromophenol 111 15-110 S-07 122120 1953
p-Terphenyl-d14 880 30-130 122120 1953
Page 11 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Polychlorinated Biphenyls By GCECD
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG
Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG
Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG
Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG
Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG
Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG
Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG
Surrogates Recovery Recovery Limits FlagQual
Decachlorobiphenyl [1] 575 30-150 122120 1252
Decachlorobiphenyl [2] 577 30-150 122120 1252
Tetrachloro-m-xylene [1] 803 30-150 122120 1252
Tetrachloro-m-xylene [2] 835 30-150 122120 1252
Page 12 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH
Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH
Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL
Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV
Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH
Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL
Page 13 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH
Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC
Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL
Page 14 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Drinking Water Organics EPA 5041
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB
Surrogates Recovery Recovery Limits FlagQual
13-Dibromopropane (1) 102 70-130 121820 2221
Page 15 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL
Page 16 of 44
[TOC_2]20L0887-02[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH
Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH
Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL
Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV
Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH
Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL
Page 17 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Page 18 of 44
[TOC_1]Sample Preparation Information[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method SW-846 3510C Analytical Method 6083
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273089 1000 500 121820
Prep Method SW-846 5030B Analytical Method 6241
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273078 5 500 121820
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273158 980 100 121920
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273270 980 100 121920
EPA 1664B
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273396 200 122320
Prep Method EPA 2007 Analytical Method EPA 2007
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273165 500 500 121920
20L0887-01 [Influent] B273165 500 121920
20L0887-02 [Receiving Water] B273165 500 500 121920
20L0887-02 [Receiving Water] B273165 500 121920
Prep Method EPA 2008 Analytical Method EPA 2008
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273164 500 500 121920
20L0887-02 [Receiving Water] B273164 500 500 121920
Prep Method EPA 2451 Analytical Method EPA 2451
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273201 600 600 122120
20L0887-02 [Receiving Water] B273201 600 600 122120
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
Page 19 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273112 100 100 121820
EPA 3501
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273331 100 100 122220
20L0887-02 [Receiving Water] B273331 100 100 122220
Prep Method EPA 504 water Analytical Method EPA 5041
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273121 360 350 121820
SM21-22 2540D
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273059 100 121820
SM21-22 3500 Cr B
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273029 500 500 121620
20L0887-02 [Receiving Water] B273029 500 500 121620
SM21-22 4500 CL G
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273038 100 100 121620
Prep Method EPA 2008 Analytical Method Tri Chrome Calc
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273164 500 121920
20L0887-02 [Receiving Water] B273164 500 121920
Page 20 of 44
[TOC_2]Volatile Organic Compounds by GCMS[TOC]
[TOC_3]B273078[TOC]
[TOC_1]QC Data[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
Blank (B273078-BLK1) Prepared 121820 Analyzed 121920
Acetone ND 500 microgL
tert-Amyl Methyl Ether (TAME) ND 0500 microgL
Benzene ND 100 microgL
Bromodichloromethane ND 200 microgL
Bromoform ND 200 microgL
Bromomethane ND 200 microgL
tert-Butyl Alcohol (TBA) ND 200 microgL
Carbon Tetrachloride ND 200 microgL
Chlorobenzene ND 200 microgL
Chlorodibromomethane ND 200 microgL
Chloroethane ND 200 microgL
Chloroform ND 200 microgL
Chloromethane ND 200 microgL
12-Dichlorobenzene ND 200 microgL
13-Dichlorobenzene ND 200 microgL
14-Dichlorobenzene ND 200 microgL
12-Dichloroethane ND 200 microgL
11-Dichloroethane ND 200 microgL
11-Dichloroethylene ND 200 microgL
trans-12-Dichloroethylene ND 200 microgL
12-Dichloropropane ND 200 microgL
cis-13-Dichloropropene ND 200 microgL
14-Dioxane ND 500 microgL
trans-13-Dichloropropene ND 200 microgL
Ethanol ND 500 microgL V-05
Ethylbenzene ND 200 microgL
Methyl tert-Butyl Ether (MTBE) ND 200 microgL
Methylene Chloride ND 500 microgL
1122-Tetrachloroethane ND 200 microgL
Tetrachloroethylene ND 200 microgL
Toluene ND 100 microgL
111-Trichloroethane ND 200 microgL
112-Trichloroethane ND 200 microgL
Trichloroethylene ND 200 microgL
Trichlorofluoromethane (Freon 11) ND 200 microgL
Vinyl Chloride ND 200 microgL
m+p Xylene ND 200 microgL
o-Xylene ND 100 microgL
Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130
Surrogate Toluene-d8 232 microgL 250 930 70-130
Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Acetone 170 500 microgL 200 858 70-160
tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130
Benzene 16 100 microgL 200 822 65-135
Bromodichloromethane 19 200 microgL 200 968 65-135
Bromoform 24 200 microgL 200 121 70-130
Bromomethane 16 200 microgL 200 790 15-185
tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160
Carbon Tetrachloride 18 200 microgL 200 905 70-130
Chlorobenzene 21 200 microgL 200 103 65-135
Page 21 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Chlorodibromomethane 21 200 microgL 200 107 70-135
Chloroethane 17 200 microgL 200 834 40-160
Chloroform 17 200 microgL 200 872 70-135
Chloromethane 60 200 microgL 200 300 20-205
12-Dichlorobenzene 18 200 microgL 200 905 65-135
13-Dichlorobenzene 18 200 microgL 200 924 70-130
14-Dichlorobenzene 18 200 microgL 200 896 65-135
12-Dichloroethane 20 200 microgL 200 100 70-130
11-Dichloroethane 18 200 microgL 200 893 70-130
11-Dichloroethylene 19 200 microgL 200 932 50-150
trans-12-Dichloroethylene 17 200 microgL 200 852 70-130
12-Dichloropropane 20 200 microgL 200 996 35-165
cis-13-Dichloropropene 17 200 microgL 200 852 25-175
14-Dioxane 200 500 microgL 200 101 40-130
trans-13-Dichloropropene 18 200 microgL 200 916 50-150
Ethanol 150 500 microgL 200 738 40-160 V-05
Ethylbenzene 20 200 microgL 200 989 60-140
Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130
Methylene Chloride 15 500 microgL 200 738 60-140
1122-Tetrachloroethane 20 200 microgL 200 100 60-140
Tetrachloroethylene 22 200 microgL 200 112 70-130
Toluene 18 100 microgL 200 902 70-130
111-Trichloroethane 19 200 microgL 200 934 70-130
112-Trichloroethane 21 200 microgL 200 103 70-130
Trichloroethylene 19 200 microgL 200 947 65-135
Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150
Vinyl Chloride 13 200 microgL 200 662 5-195
m+p Xylene 40 200 microgL 400 101 70-130
o-Xylene 20 100 microgL 200 100 70-130
Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130
Surrogate Toluene-d8 240 microgL 250 961 70-130
Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130
Page 22 of 44
[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]
[TOC_3]B273270[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273270 - SW-846 3510C
LCS (B273270-BS1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143
Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410
Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159
Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434
Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158
Chrysene (SIM) 40 microgL 500 835 17-168417
Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227
Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426
Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176
Surrogate 2-Fluorophenol 855 microgL 200 427 15-110
Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110
Surrogate Phenol-d6 657 microgL 200 328 15-110
Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110
Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130
Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130
Surrogate 246-Tribromophenol 124 microgL 140 884 15-110
Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110
Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130
LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53
Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72
Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71
Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63
Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82
Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87
Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126
Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99
Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86
Surrogate 2-Fluorophenol 897 microgL 200 448 15-110
Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110
Surrogate Phenol-d6 708 microgL 200 354 15-110
Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110
Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130
Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130
Surrogate 246-Tribromophenol 136 microgL 140 972 15-110
Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110
Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130
Page 23 of 44
[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]
[TOC_3]B273158[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
4-Nitrophenol
N-Nitrosodimethylamine
N-Nitrosodi-n-propylamine
2-Methylnaphthalene
Phenanthrene
2-Methylphenol
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
102
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
100
100
100
500
500
100
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
200 509 15-110
L-04 R-05 V-04
V-05
Page 24 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1) Prepared 121920 Analyzed 122120
Surrogate Phenol-d6 777 microgL 200 389 15-110
Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130
Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130
Surrogate 246-Tribromophenol 144 microgL 140 102 15-110
Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130
LCS (B273158-BS1) Prepared 121920 Analyzed 122120
Acenaphthene 409 500 microgL 500 817 47-145
Acenaphthylene 398 500 microgL 500 797 33-145
Anthracene 406 500 microgL 500 812 27-133
Benzidine
Benzo(ghi)perylene
817
479
200
500
microgL
microgL
100 817 40-140
500 957 10-219
V-04 V-05 L-04
R-05
4-Bromophenylphenylether 376 100 microgL 500 751 53-127
Butylbenzylphthalate 400 100 microgL 500 800 10-152
4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147
Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158
Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166
2-Chloronaphthalene 336 100 microgL 500 672 60-120
2-Chlorophenol 364 100 microgL 500 728 23-134
4-Chlorophenylphenylether 388 100 microgL 500 776 25-158
Di-n-butylphthalate 389 100 microgL 500 778 10-120
13-Dichlorobenzene 302 500 microgL 500 604 10-172
14-Dichlorobenzene 311 500 microgL 500 622 20-124
12-Dichlorobenzene 319 500 microgL 500 638 32-129
33-Dichlorobenzidine 427 100 microgL 100 427 10-262
24-Dichlorophenol 414 100 microgL 500 827 39-135
Diethylphthalate 390 100 microgL 500 780 10-120
24-Dimethylphenol 368 100 microgL 500 737 32-120
Dimethylphthalate 385 100 microgL 500 770 10-120
46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181
24-Dinitrophenol 512 100 microgL 500 102 10-191
24-Dinitrotoluene 433 100 microgL 500 865 39-139
26-Dinitrotoluene 432 100 microgL 500 864 50-158
Di-n-octylphthalate 384 100 microgL 500 767 4-146
12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140
Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158
Fluoranthene 404 500 microgL 500 807 26-137
Fluorene 411 500 microgL 500 821 59-121
Hexachlorobenzene 401 100 microgL 500 802 10-152
Hexachlorobutadiene 335 100 microgL 500 670 24-120
Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140
Hexachloroethane 301 100 microgL 500 602 40-120
Isophorone 401 100 microgL 500 802 21-196
Naphthalene 363 500 microgL 500 727 21-133
Nitrobenzene 350 100 microgL 500 701 35-180
2-Nitrophenol 443 100 microgL 500 886 29-182
4-Nitrophenol 232 100 microgL 500 463 10-132
N-Nitrosodimethylamine 204 100 microgL 500 407 40-140
N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230
2-Methylnaphthalene 424 500 microgL 500 848 40-140
Phenanthrene 402 500 microgL 500 803 54-120
2-Methylphenol 362 100 microgL 500 725 40-140
Page 25 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS (B273158-BS1)
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
Surrogate Phenol-d6
Surrogate Nitrobenzene-d5
Surrogate 2-Fluorobiphenyl
Surrogate 246-Tribromophenol
Surrogate p-Terphenyl-d14
180
349
395
346
425
111
867
760
821
153
876
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 361 5-120
500 699 40-140
500 790 52-120
500 691 44-142
500 851 37-144
200 553 15-110
200 434 15-110
100 760 30-130
100 821 30-130
140 109 15-110
100 876 30-130
LCS Dup (B273158-BSD1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
354
338
354
520
408
331
345
364
286
298
272
311
333
337
243
247
262
370
352
339
305
336
392
450
377
374
322
314
339
355
355
351
270
296
246
339
296
294
365
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 708 47-145
500 677 33-145
500 708 27-133
100 520 40-140
500 816 10-219
500 662 53-127
500 690 10-152
500 729 22-147
500 571 12-158
500 597 36-166
500 544 60-120
500 623 23-134
500 665 25-158
500 674 10-120
500 485 10-172
500 494 20-124
500 524 32-129
100 370 10-262
500 705 39-135
500 678 10-120
500 610 32-120
500 672 10-120
500 785 10-181
500 901 10-191
500 754 39-139
500 747 50-158
500 644 4-146
500 628 40-140
500 678 8-158
500 711 26-137
500 711 59-121
500 703 10-152
500 539 24-120
500 593 40-140
500 493 40-120
500 678 21-196
500 593 21-133
500 588 35-180
500 730 29-182
143
163
136
444
159
127
147
131
155
163
211
157
154
143
217
231
195
144
160
140
189
135
125
129
138
145
175
116
154
127
144
132
216
195
199
168
203
175
194
48
74
66
30
97
43
60
73
108
76
24
61
61
47
30
30
30
108
50
100
58
183
203
132
42
48
69
30
82
66
38
55
62
30
52
93
65
62
55
L-04 R-05 V-04
V-05
L-07
Page 26 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120
4-Nitrophenol 213 100 microgL 500 426 10-132 841 131
N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07
N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87
2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30
Phenanthrene 352 500 microgL 500 704 54-120 132 39
2-Methylphenol 323 100 microgL 500 647 40-140 114 30
Phenol 160 100 microgL 500 320 5-120 121 64
34-Methylphenol 310 200 microgL 500 619 40-140 121 30
Pyrene 347 500 microgL 500 694 52-120 130 49
124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50
246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58
Surrogate 2-Fluorophenol 957 microgL 200 479 15-110
Surrogate Phenol-d6 760 microgL 200 380 15-110
Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130
Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130
Surrogate 246-Tribromophenol 129 microgL 140 920 15-110
Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130
Page 27 of 44
[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]
[TOC_3]B273089[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Polychlorinated Biphenyls By GCECD - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273089 - SW-846 3510C
Blank (B273089-BLK1) Prepared 121820 Analyzed 122120
Aroclor-1016 ND 0100 microgL
Aroclor-1016 [2C] ND 0100 microgL
Aroclor-1221 ND 0100 microgL
Aroclor-1221 [2C] ND 0100 microgL
Aroclor-1232 ND 0100 microgL
Aroclor-1232 [2C] ND 0100 microgL
Aroclor-1242 ND 0100 microgL
Aroclor-1242 [2C] ND 0100 microgL
Aroclor-1248 ND 0100 microgL
Aroclor-1248 [2C] ND 0100 microgL
Aroclor-1254 ND 0100 microgL
Aroclor-1254 [2C] ND 0100 microgL
Aroclor-1260 ND 0100 microgL
Aroclor-1260 [2C] ND 0100 microgL
Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150
Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150
Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150
Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150
LCS (B273089-BS1) Prepared 121820 Analyzed 122120
Aroclor-1016 0481 0200 microgL 0500 962 50-140
Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140
Aroclor-1260 0458 0200 microgL 0500 916 8-140
Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140
Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150
Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150
Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150
Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150
LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120
Aroclor-1016 0458 0200 microgL 0500 916 50-140 488
Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628
Aroclor-1260 0423 0200 microgL 0500 847 8-140 784
Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827
Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150
Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150
Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150
Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150
Page 28 of 44
[TOC_2]Metals Analyses (Total)[TOC]
[TOC_3]B273164[TOC]
[TOC_3]B273165[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273164 - EPA 2008
Blank (B273164-BLK1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
10
080
020
10
10
050
50
50
020
10
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
LCS (B273164-BS1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
484
487
473
951
474
477
476
451
955
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
931
969
974
946
951
948
953
952
903
955
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
479
489
476
955
472
480
476
453
954
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
930
959
978
951
955
944
960
951
907
954
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
00503
101
0421
0527
0360
0435
0713
00436
0425
0143
20
20
20
20
20
20
20
20
20
20
Batch B273165 - EPA 2007
Blank (B273165-BLK1) Prepared 121920 Analyzed 122120
Iron
Hardness
ND
ND
0050
14
mgL
mgL
LCS (B273165-BS1) Prepared 121920 Analyzed 122120
Iron
Hardness
412
27
0050
14
mgL
mgL
400
264
103
101
85-115
85-115
Page 29 of 44
[TOC_3]B273201[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273165 - EPA 2007
LCS Dup (B273165-BSD1)
Iron
Hardness
408
26
0050
14
mgL
mgL
Prepared 121920 Analyzed 122120
400 102 85-115
264 993 85-115
0946
130
20
20
Batch B273201 - EPA 2451
Blank (B273201-BLK1)
Mercury ND 000010 mgL
Prepared amp Analyzed 122120
LCS (B273201-BS1)
Mercury 000398 000010 mgL
Prepared amp Analyzed 122120
000400 995 85-115
LCS Dup (B273201-BSD1)
Mercury 000426 000010 mgL
Prepared amp Analyzed 122120
000400 107 85-115 692 20
Page 30 of 44
PAAPHASW-846 Methods (Total)[TOC]
[TOC_3]B273029[TOC]
[TOC_3]B273038[TOC]
[TOC_3]B273059[TOC]
[TOC_3]B273112[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273029 - SM21-22 3500 Cr B
Blank (B273029-BLK1)
Hexavalent Chromium ND 00040 mgL
Prepared amp Analyzed 121620
LCS (B273029-BS1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 101 90-115
LCS Dup (B273029-BSD1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 104 90-115 248 11
Batch B273038 - SM21-22 4500 CL G
Blank (B273038-BLK1)
Chlorine Residual ND 0020 mgL
Prepared amp Analyzed 121620
LCS (B273038-BS1)
Chlorine Residual 066 0020 mgL
Prepared amp Analyzed 121620
0641 102 853-130
LCS Dup (B273038-BSD1)
Chlorine Residual 067 0020 mgL
Prepared amp Analyzed 121620
0641 105 853-130 233 136
Duplicate (B273038-DUP1)
Chlorine Residual
Source 20L0887-01
ND 0020 mgL
Prepared amp Analyzed 121620
ND NC 294
Matrix Spike (B273038-MS1)
Chlorine Residual
Source 20L0887-01
026 0020 mgL
Prepared amp Analyzed 121620
0300 ND 858 10-169
Batch B273059 - SM21-22 2540D
Blank (B273059-BLK1)
Total Suspended Solids ND 25 mgL
Prepared amp Analyzed 121820
LCS (B273059-BS1)
Total Suspended Solids 190 10 mgL
Prepared amp Analyzed 121820
200 950 574-123
Batch B273112 - EPA 3000
Blank (B273112-BLK1)
Chloride ND 10 mgL
Prepared amp Analyzed 121820
LCS (B273112-BS1)
Chloride 10 mgL
Prepared amp Analyzed 121820
100 101 90-110
Page 31 of 44
[TOC_3]B273331[TOC]
[TOC_3]B273396[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273112 - EPA 3000
LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820
Chloride 10 mgL 100 101 90-110 0511 20
Batch B273331 - EPA 3501
Blank (B273331-BLK1) Prepared 122220 Analyzed 122320
Ammonia as N ND 010 mgL
LCS (B273331-BS1) Prepared 122220 Analyzed 122320
Ammonia as N 19 010 mgL 200 966 90-110
LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320
Ammonia as N 20 010 mgL 200 100 90-110 341 20
Batch B273396 - EPA 1664B
Blank (B273396-BLK1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 14 mgL
LCS (B273396-BS1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132
Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18
Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132
Page 32 of 44
[TOC_2]Drinking Water Organics EPA 5041[TOC]
[TOC_3]B273121[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Drinking Water Organics EPA 5041 - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273121 - EPA 504 water
Blank (B273121-BLK1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
ND
110
0021 microgL
microgL
Prepared amp Analyzed 121820
106 104 70-130
LCS (B273121-BS1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0230
106
0021 microgL
microgL
Prepared amp Analyzed 121820
0260 884
104 102
70-130
70-130
LCS Dup (B273121-BSD1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0221
111
0021 microgL
microgL
Prepared amp Analyzed 121820
0257 860
103 108
70-130
70-130
387
Page 33 of 44
[TOC_1]Dual Column RPD Report[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0481
2 0000 0000 0000 0477 06
Aroclor-1260 1 0000 0000 0000 0458
2 0000 0000 0000 0450 22
Page 34 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0458
2 0000 0000 0000 0448 26
Aroclor-1260 1 0000 0000 0000 0423
2 0000 0000 0000 0414 14
Page 35 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0230
Page 36 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0221
Page 37 of 44
[TOC_1]FlagQualifier Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
FLAGQUALIFIER SUMMARY
QC result is outside of established limits
Wide recovery limits established for difficult compound
Wide RPD limits established for difficult compound
Data exceeded client recommended or regulatory level
ND Not Detected
RL Reporting Limit is at the level of quantitation (LOQ)
DL Detection Limit is the lower limit of detection determined by the MDL study
MCL Maximum Contaminant Level
Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the
calculation which have not been rounded
No results have been blank subtracted unless specified in the case narrative section
J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated
concentration (CLP J-Flag)
L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits
Reported value for this compound is likely to be biased on the low side
L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but
the other is within limits RPD between the two LFBLCS results is within method specified criteria
R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any
reported value for this compound
S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All
recoveries are gt 10
V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where
RSD is outside of method specified criteria Reported result is estimated
V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for
this compound
Page 38 of 44
[TOC_1]Certifications[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6083 in Water
Aroclor-1016 CTMANHNYRINCMEVA
Aroclor-1016 [2C] CTMANHNYRINCMEVA
Aroclor-1221 CTMANHNYRINCMEVA
Aroclor-1221 [2C] CTMANHNYRINCMEVA
Aroclor-1232 CTMANHNYRINCMEVA
Aroclor-1232 [2C] CTMANHNYRINCMEVA
Aroclor-1242 CTMANHNYRINCMEVA
Aroclor-1242 [2C] CTMANHNYRINCMEVA
Aroclor-1248 CTMANHNYRINCMEVA
Aroclor-1248 [2C] CTMANHNYRINCMEVA
Aroclor-1254 CTMANHNYRINCMEVA
Aroclor-1254 [2C] CTMANHNYRINCMEVA
Aroclor-1260 CTMANHNYRINCMEVA
Aroclor-1260 [2C] CTMANHNYRINCMEVA
6241 in Water
Acetone CTNYMANH
tert-Amyl Methyl Ether (TAME) MA
Benzene CTNYMANHRINCMEVA
Bromodichloromethane CTNYMANHRINCMEVA
Bromoform CTNYMANHRINCMEVA
Bromomethane CTNYMANHRINCMEVA
tert-Butyl Alcohol (TBA) NYMA
Carbon Tetrachloride CTNYMANHRINCMEVA
Chlorobenzene CTNYMANHRINCMEVA
Chlorodibromomethane CTNYMANHRINCMEVA
Chloroethane CTNYMANHRINCMEVA
Chloroform CTNYMANHRINCMEVA
Chloromethane CTNYMANHRINCMEVA
12-Dichlorobenzene CTNYMANHRINCMEVA
13-Dichlorobenzene CTNYMANHRINCMEVA
14-Dichlorobenzene CTNYMANHRINCMEVA
12-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethylene CTNYMANHRINCMEVA
trans-12-Dichloroethylene CTNYMANHRINCMEVA
12-Dichloropropane CTNYMANHRINCMEVA
cis-13-Dichloropropene CTNYMANHRINCMEVA
14-Dioxane MA
trans-13-Dichloropropene CTNYMANHRINCMEVA
Ethanol NYMANH
Ethylbenzene CTNYMANHRINCMEVA
Methyl tert-Butyl Ether (MTBE) NYMANHNC
Methylene Chloride CTNYMANHRINCMEVA
Naphthalene NYMANC
1122-Tetrachloroethane CTNYMANHRINCMEVA
Tetrachloroethylene CTNYMANHRINCMEVA
Page 39 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6241 in Water
Toluene CTNYMANHRINCMEVA
124-Trichlorobenzene MANC
111-Trichloroethane CTNYMANHRINCMEVA
112-Trichloroethane CTNYMANHRINCMEVA
Trichloroethylene CTNYMANHRINCMEVA
Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA
Vinyl Chloride CTNYMANHRINCMEVA
m+p Xylene CTNYMANHRINC
o-Xylene CTNYMANHRINC
6251 in Water
Acenaphthene CTMANHNYNCRIMEVA
Acenaphthylene CTMANHNYNCRIMEVA
Anthracene CTMANHNYNCRIMEVA
Benzidine CTMANHNYNCRIMEVA
Benzo(ghi)perylene CTMANHNYNCRIMEVA
4-Bromophenylphenylether CTMANHNYNCRIMEVA
Butylbenzylphthalate CTMANHNYNCRIMEVA
4-Chloro-3-methylphenol CTMANHNYNCRIVA
Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA
Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA
2-Chloronaphthalene CTMANHNYNCRIMEVA
2-Chlorophenol CTMANHNYNCRIMEVA
4-Chlorophenylphenylether CTMANHNYNCRIMEVA
Di-n-butylphthalate CTMANHNYNCRIMEVA
13-Dichlorobenzene MANC
14-Dichlorobenzene MANC
12-Dichlorobenzene MANC
33-Dichlorobenzidine CTMANHNYNCRIMEVA
24-Dichlorophenol CTMANHNYNCRIMEVA
Diethylphthalate CTMANHNYNCRIMEVA
24-Dimethylphenol CTMANHNYNCRIMEVA
Dimethylphthalate CTMANHNYNCRIMEVA
46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA
24-Dinitrophenol CTMANHNYNCRIMEVA
24-Dinitrotoluene CTMANHNYNCRIMEVA
26-Dinitrotoluene CTMANHNYNCRIMEVA
Di-n-octylphthalate CTMANHNYNCRIMEVA
12-DiphenylhydrazineAzobenzene NC
Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA
Fluoranthene CTMANHNYNCRIMEVA
Fluorene CTMANHNYNCRIMEVA
Hexachlorobenzene CTMANHNYNCRIMEVA
Hexachlorobutadiene CTMANHNYNCRIMEVA
Hexachlorocyclopentadiene CTMANHNYNCRIMEVA
Hexachloroethane CTMANHNYNCRIMEVA
Isophorone CTMANHNYNCRIMEVA
Page 40 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6251 in Water
Naphthalene CTMANHNYNCRIMEVA
Nitrobenzene CTMANHNYNCRIMEVA
2-Nitrophenol CTMANHNYNCRIMEVA
4-Nitrophenol CTMANHNYNCRIMEVA
N-Nitrosodimethylamine CTMANHNYNCRIMEVA
N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA
2-Methylnaphthalene NC
Phenanthrene CTMANHNYNCRIMEVA
2-Methylphenol NYNC
Phenol CTMANHNYNCRIMEVA
34-Methylphenol NYNC
Pyrene CTMANHNYNCRIMEVA
124-Trichlorobenzene CTMANHNYNCRIMEVA
246-Trichlorophenol CTMANHNYNCRIMEVA
2-Fluorophenol NC
2-Fluorophenol NCVA
Phenol-d6 VA
Nitrobenzene-d5 VA
EPA 2007 in Water
Iron CTMANHNYRINCMEVA
Hardness CTMANHNYRIVA
EPA 2008 in Water
Antimony CTMANHNYRINCMEVA
Arsenic CTMANHNYRINCMEVA
Cadmium CTMANHNYRINCMEVA
Chromium CTMANHNYRINCMEVA
Copper CTMANHNYRINCMEVA
Lead CTMANHNYRINCMEVA
Nickel CTMANHNYRINCMEVA
Selenium CTMANHNYRINCMEVA
Silver CTMANHNYRINCMEVA
Zinc CTMANHNYRINCMEVA
EPA 2451 in Water
Mercury CTMANHRINYNCMEVA
EPA 3000 in Water
Chloride NCNYMAVAMENHCTRI
EPA 3501 in Water
Ammonia as N NCNYMANHRIMEVA
SM21-22 2540D in Water
Total Suspended Solids CTMANHNYRINCMEVA
SM21-22 3500 Cr B in Water
Hexavalent Chromium NYCTNHRIMEVANC
SM21-22 4500 CL G in Water
Chlorine Residual CTMARIME
Page 41 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
SM21-22 4500 CN E in Water
Cyanide CTMANHNYRINCMEVA
Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations
Code Description Number Expires
AIHA AIHA-LAP LLC - ISO170252017 100033 0312022
MA Massachusetts DEP M-MA100 06302021
CT Connecticut Department of Publilc Health PH-0567 09302021
NY New York State Department of Health 10899 NELAP 0412021
NH-S New Hampshire Environmental Lab 2516 NELAP 0252021
RI Rhode Island Department of Health LAO00112 12302020
NC North Carolina Div of Water Quality 652 12312020
NJ New Jersey DEP MA007 NELAP 06302021
FL Florida Department of Health E871027 NELAP 06302021
VT Vermont Department of Health Lead Laboratory LL720741 07302021
ME State of Maine MA00100 0692021
VA Commonwealth of Virginia 460217 12142021
NH-P New Hampshire Environmental Lab 2557 NELAP 0962021
VT-DW Vermont Department of Health Drinking Water VT-255716 06122021
NC-DW North Carolina Department of Health 25703 07312021
PA Commonwealth of Pennsylvania DEP 68-05812 06302021
MI Dept of Env Great Lakes and Energy 9100 0962021
Page 42 of 44
Table of Contents
Page 43 of 44
Table of Contents
Page 44 of 44
Appendix C
Cutsheets
1
2
31
2
1
2
ROD HOOPS
C B A
6 EXTERNAL FEED LINE w
WELDED NIPPLE amp FISH PLATE 313
3
8
169
5
16
6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w
1
BLIND FLANGE 6 BUTTERFLY VALVE
1
(2)
1
2
Couplings
w Plugs
(3) 22 MANWAYS
6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE
ADD LIGHT PROTECTION
BARS BEHIND LIGHTS
480
GLADHAND w FISH PLATE
568
9
16
TUBE 4 x 2 x
1
4
x 65
7
8
TUBE 4 x 2 x
1
4
x 65
3
8
66
TOP OF WEIR TOP OF WEIR
6 TYP
65
1
2
WEIR WEIR
503
C B A
STANDARD SPECIFICATION
CAPACITY 18480 GALLONS (440 BBL)
SIDE SHEETS 14 A36 PLATE
FRONT SHEET 14 A36 PLATE
REAR SHEET 14 A36 PLATE
FLOOR 14 A36 PLATE
MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL
FLOOR CROSSMEMBERS 14 A36 PLATE
SIDE STAKES ONE PIECE 316 A36 PLATE
SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY
AXLE 775 TRACK 22500 LBS CAPACITY
TIRES 11R225 RADIAL
WHEELS 825 x 225 STEEL
MANWAYS 3 - 22 DIA CURB SIDE
VALVES 3 - 6 BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (REAR)
2 - 6 BLIND FLANGE CONNECTION (REAR)
INLET PIPING 1 - 6 PIPE SYSTEM (REAR)
BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)
(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)
PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT
(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT
2
ROD HOOPS
16
UNDER WEIR
OVER WEIR
TUBE 4 x 2 x
1
4
x 95
3
8
STIFFENER
12
90
11
16
T
YP
102
11
16
8T
YP
SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A
NOTE
This drawing is a representation baseline for this model of tank Variations between
this drawing and the actual equipment do exist primarily with appurtenance locations
sizes and quantities
65
3
4
102
118
86
11
16
16
ALL CONNECTIONS MUST
HAVE INTERNAL FLANGES
4 TYP
5
11
16
1
2
ROD HOOPS
22
512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031
PINNACLE MFG THIS DRAWING amp ALL INFORMATION
OTHERWISE NOTED
TOLERANCE UNLESS
NOTES
THEREON IS THE PROPERTY OF
PINNACLE Mfg LLC
1 DO NOT SCALE PRINT
X plusmn 060
2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST
XX plusmn 030
3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS
XXX plusmn 010
MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS
AL470-WT
Lockwood Spec
MATERIAL MATERIAL
FIRST USED ECN
DRW FK
DRAWING NO
SIZE REV
DATE 17-1004
SCALE NTS
BOOK NO
DESCRIPTION
PLASMA DXF FILE
B
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
24
20
CATION EXCHANGE RESIN SOFTENING GRADE
Na FORM CGS
RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do
NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY
FEATURES amp BENEFITS
bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners
bull LOW COLOR THROW
bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop
bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA
Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse
HYDRAULIC PROPERTIES
Pressure Loss Backwash Expansion 100
40degF 60degF 80degF 100degF
40degF 60degF 80degF 100degF
Perc
ent
of E
xpan
sion
80
60
40
20
psi
ft o
f Res
in
16
12
04
00 0 00 50 100 150 200 00 30 60 90 120
gpm sqft gpm sqft
PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures
160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom
08
RESINTECHreg CGS
PHYSICAL PROPERTIES
Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity
Sodium form gt18 meqmL Water Retention
Sodium form 40 to 52 percent Approximate Shipping Weight
Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request
SUGGESTED OPERATING CONDITIONS
Maximum continuous temperature Sodium form 250˚F
Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration
Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft
APPLICATIONS
SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications
0 0 5 10 15 20
5
10
15
20
25
30
Cap
acit
y K
ilogr
ains
per
cu
ft
Salt Dose lbs per cu ft
CGS Softening Capacity
Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied
0 0 5 10 15 20
3
6
9
12
15
Leak
age
ppm
as
CaCO
3
Salt Dose lbs per cu ft
CGS Hardness Leakage
Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support
East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins
MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11
SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM
reg
RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers
FEATURES amp BENEFITS
bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA
bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers
bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS
bull SUPERIOR PHYSICAL STABILITY
bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications
For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels
HYDRAULIC PROPERTIES
Pres
sure
Dro
p p
sift
3
2
1
0
0 2 4
Pressure Drop
o F40
o F60
o F80
100o F
6 8 10 12 14 16 18 20
Flow Rate gpmsqft
Perc
ent E
xpan
sion
100
80
60
40
20
0
00
Backwash Expansion
o F40 o F
60o F
80
100
10 20 30
Flow Rate gpmsqft
o F
40
PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign
matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form
1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom
RESINTECHreg SBG1
PHYSICAL PROPERTIES
Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3
+Clndash
Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50
+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent
pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention
Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent
Solubility Insoluble Approximate Shipping Weight
Cl Form 44 lbscuft OH Form 41 lbscuft
Swelling Cl- to OH- 18 to 25 percent Total Capacity
Cl Form 145 meqml min OH Form 115 meqml min
SUGGESTED OPERATING CONDITIONS
Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF
Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates
Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft
OPERATING CAPACITY
The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table
Pounds NaOHft3
Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3
4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222
APPLICATIONS
DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications
RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams
Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions
RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates
CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins
Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions
SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC
GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS
PERFORMANCE
ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better
RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)
160degF constant PRESSURE RATING 150 psi
MATERIALS
TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel
Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact
plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional
REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The
register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking
hasp COATING Fusion-bonded epoxy
OPTIONS
bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal
flowrates bull Electronic Propeller Meter available in all sizes of this
model bull A complete line of flow recordingcontrol
instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results
McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS
Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order
FOR MORE INFORMATION CONTACT
copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom
Appendix D
Supporting Information
- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR
^ _ _ a _ _ _ bc
13
13
13 13 13 13 13 13 13 13 13 13 13
Documentation of the Results of the ESA Eligibility Determination
Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area
An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site
bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County
Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat
Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat
United States Department of the Interior FISH AND WILDLIFE SERVICE
New England Ecological Services Field Office 70 Commercial Street Suite 300
Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104
httpwwwfwsgovnewengland
In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street
Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project
To Whom It May Concern
The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)
New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list
The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat
2 12162020 Event Code 05E1NE00-2021-E-02261
A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212
If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at
httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats
Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml
We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office
Attachment(s)
Official Species List
1 12162020 Event Code 05E1NE00-2021-E-02261
Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action
This species list is provided by
New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541
2 12162020 Event Code 05E1NE00-2021-E-02261
Project Summary Consultation Code 05E1NE00-2021-SLI-0752
Event Code 05E1NE00-2021-E-02261
Project Name 1600 Osgood Street
Project Type Water Withdrawal Depletion
Project Description Construction Dewatering
Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W
Counties Essex MA
3 12162020 Event Code 05E1NE00-2021-E-02261
Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list
Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce
See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions
1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce
Mammals NAME STATUS
Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045
Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION
Documentation of the National Historic Preservation Act Eligibility Determination
As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties
MACRIS Search Results
Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure
Inv No Property Name Street Town Year
Wednesday December 16 2020 Page 1 of 1
Influent
Bag Filtration
P P
P P
18000 Gallon Weir Tank Centrifugal
Pump Skid
Submersible Pump w
Float
P
P
Liquid Phase Reactivated
Carbon Vessels
P
P
P
PEffluent
Discharge
Flow Meter
Totalizer
P
P
Caton Exchange
Media Vessel
Anion Exchange
Media Vessel
Key
PipingHose
Sample Port
Ball Valve
Butterfly Valve
Pressure Gauge
Check Valve
PNotes
1) Figure is not to scale
2) System rated for 400 GPM Gate Valve
Contingency
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Office 774-450-7177
Water Treatment System Schematic 1600 Osgood Street
North Andover MA
PR
OJE
CT
No
2-2
137
FIG
UR
E N
o
5
DESIGNED BY LRT DRAWN BY JHJ
CHECKED BY DATE
Appendix A
NOI Form
MAG910000
NHG910000
Appendix IV ndash Part 1 ndash NOI
Page 14 of 24
II Suggested Format for the Remediation General Permit Notice of Intent (NOI)
A General site information
1 Name of site Site address
Street
City State Zip
2 Site owner Contact Person
Telephone Email
Owner is (check one) Federal StateTribal Private
Other if so specify
Mailing address
Street
City State Zip
3 Site operator if different than owner Contact Person
Telephone Email
Mailing address
Street
City State Zip
4 NPDES permit number assigned by EPA
NPDES permit is (check all that apply RGP DGP CGP
MSGP Individual NPDES permit Other if so specify
5 Other regulatory program(s) that apply to the site (check all that apply)
MA Chapter 21e list RTN(s) CERCLA
UIC Program
NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit
CWA Section 404
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 15 of 24
B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)
Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River
2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No
Are sensitive receptors present near the site (check one) Yes No
If yes specify
3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any
pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part
46 of the RGP
4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in
Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire
5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in
accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire
6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No
If yes indicate date confirmation received
7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII
(check one) Yes No
C Source water information
1 Source water(s) is (check any that apply)
Contaminated groundwater
Has the operator attached a summary of influent
sampling results as required in Part 42 of the RGP
in accordance with the instruction in Appendix
VIII (check one)
Yes No
Contaminated surface water
Has the operator attached a summary of influent
sampling results as required in Part 42 of the
RGP in accordance with the instruction in
Appendix VIII (check one)
Yes No
The receiving water Potable water if so indicate
municipality or origin
A surface water other
than the receiving water if
so indicate waterbody Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 16 of 24
2 Source water contaminants
a For source waters that are contaminated groundwater or contaminated
surface water indicate are any contaminants present that are not included in
the RGP (check one) Yes No If yes indicate the contaminant(s) and
the maximum concentration present in accordance with the instructions in
Appendix VIII
b For a source water that is a surface water other than the receiving water potable water
or other indicate any contaminants present at the maximum concentration in accordance
with the instructions in Appendix VIII (check one) Yes No
3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No
D Discharge information
1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source
Outfall(s) Outfall location(s) (Latitude Longitude)
Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify
A private storm sewer system A municipal storm sewer system
If the discharge enters the receiving water via a private or municipal storm sewer system
Has notification been provided to the owner of this system (check one) Yes No
Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for
obtaining permission
Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No
Provide the expected start and end dates of discharge(s) (monthyear)
Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge
Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 17 of 24
2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)
I ndash Petroleum-Related Site Remediation
II ndash Non-Petroleum-Related Site Remediation
III ndash Contaminated Site Dewatering
IV ndash Dewatering of Pipelines and Tanks
V ndash Aquifer Pump Testing
VI ndash Well DevelopmentRehabilitation
VII ndash Collection Structure DewateringRemediation
VIII ndash Dredge-Related Dewatering
a If Activity Category I or II (check all that apply)
A Inorganics
B Non-Halogenated Volatile Organic Compounds
C Halogenated Volatile Organic Compounds
D Non-Halogenated Semi-Volatile Organic Compounds
E Halogenated Semi-Volatile Organic Compounds
F Fuels Parameters
b If Activity Category III IV V VI VII or VIII (check either G or H)
G Sites with Known
Contamination H Sites with Unknown Contamination
c If Category III-G IV-G V-G VI-G
VII-G or VIII-G (check all that apply)
A Inorganics
B Non-Halogenated Volatile
Organic Compounds
C Halogenated Volatile Organic
Compounds
D Non-Halogenated Semi-Volatile
Organic Compounds
E Halogenated Semi-Volatile
Organic Compounds
F Fuels Parameters
d If Category III-H IV-H V-H VI-H VII-H or
VIII-H Contamination Type Categories A through
F apply
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 18 of 24
4 Influent and Effluent Characteristics
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
A Inorganics
Ammonia Report mgL ---
Chloride Report microgl ---
Total Residual Chlorine 02 mgL
Total Suspended Solids 30 mgL
Antimony 206 microgL
Arsenic 104 microgL
Cadmium 102 microgL
Chromium III 323 microgL
Chromium VI 323 microgL
Copper 242 microgL
Iron 5000 microgL
Lead 160 microgL
Mercury 0739 microgL
Nickel 1450 microgL
Selenium 2358 microgL
Silver 351 microgL
Zinc 420 microgL
Cyanide 178 mgL
B Non-Halogenated VOCs
Total BTEX 100 microgL ---
Benzene 50 microgL ---
14 Dioxane 200 microgL ---
Acetone 797 mgL ---
Phenol 1080 microgL
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 19 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
C Halogenated VOCs
Carbon Tetrachloride 44 microgL
12 Dichlorobenzene 600 microgL ---
13 Dichlorobenzene 320 microgL ---
14 Dichlorobenzene 50 microgL ---
Total dichlorobenzene 763 microgL in NH ---
11 Dichloroethane 70 microgL ---
12 Dichloroethane 50 microgL ---
11 Dichloroethylene 32 microgL ---
Ethylene Dibromide 005 microgL ---
Methylene Chloride 46 microgL ---
111 Trichloroethane 200 microgL ---
112 Trichloroethane 50 microgL ---
Trichloroethylene 50 microgL ---
Tetrachloroethylene 50 microgL
cis-12 Dichloroethylene 70 microgL ---
Vinyl Chloride 20 microgL ---
D Non-Halogenated SVOCs
Total Phthalates 190 microgL
Diethylhexyl phthalate 101 microgL
Total Group I PAHs 10 microgL ---
Benzo(a)anthracene
As Total PAHs
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Dibenzo(ah)anthracene
Indeno(123-cd)pyrene
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 20 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
Total Group II PAHs 100 microgL ---
Naphthalene 20 microgL ---
E Halogenated SVOCs
Total PCBs 0000064 microgL ---
Pentachlorophenol 10 microgL ---
F Fuels Parameters
Total Petroleum
Hydrocarbons 50 mgL ---
Ethanol Report mgL ---
Methyl-tert-Butyl Ether 70 microgL
tert-Butyl Alcohol 120 microgL in MA
40 microgL in NH ---
tert-Amyl Methyl Ether 90 microgL in MA
140 microgL in NH ---
Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 21 of 24
E Treatment system information
1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)
AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption
Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify
2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge
Identify each major treatment component (check any that apply)
Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter
Chemical feed tank Air stripping unit Bag filter Other if so specify
Indicate if either of the following will occur (check any that apply)
Chlorination De-chlorination
3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component
Indicate the most limiting component
Is use of a flow meter feasible (check one) Yes No if so provide justification
Provide the proposed maximum effluent flow in gpm
Provide the average effluent flow in gpm
If Activity Category IV applies indicate the estimated total volume of water that will be discharged
4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 22 of 24
F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)
Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify
2 Provide the following information for each chemicaladditive using attachments if necessary
a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and
f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))
3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance
with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section
307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive
(check one) Yes No
G Endangered Species Act eligibility determination
1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the
ldquoaction areardquo
FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)
or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat
(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)
Yes No
FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical
habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and
related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the
FWS This determination was made by (check one) the operator EPA Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 23 of 24
NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of
listed species Has the operator previously completed consultation with NMFS (check one) Yes No
2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No
Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach
H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on
historic properties
Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties
Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse
effect on historic properties
2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No
Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or
other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No
I Supplemental information
Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary
Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No
Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No
Site RTNs
MA Limits WQBEL
Outfall 001
Enter number values in green boxes below Enter values in the units specified
darr
625 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
1079
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10786
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 23729 microgL
40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL
21572 microgL
MA Limits WQBEL
Outfall 002
Enter number values in green boxes below Enter values in the units specified
darr
00026 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
102
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 22 microgL
00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL
20 microgL
Dilution Calculation
Determination
From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM
Hi Jake
It was nice speaking to you earlier today
The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102
Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage
Please let me know if you have any questions
Happy New Year Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Xiaodon
I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime
Thank you
Jake
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617
M 5089309812 jjenningslrt-llcnet
From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs
Hi Jake
There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)
According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River
To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2
7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD
Design flow = 400 gpm =058 MGD
Dilution Factor at outfall 001 = (058 +625)058 = 1079
For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday
Please let me know if we can have a phone call anytime Monday - Wednesday
I hope you have a lovely holiday Regards Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Cathy and Xiaodan
I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated
Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval
The project
1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm
The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417
Have a great holiday
Thank you
Jake Jennings
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet
Appendix B
Laboratory Data
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
December 31 2020
John Henry
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Project Location 1600 Osgood St
Client Job Number
Project Number 2-2137
Laboratory Work Order Number 20L0887
Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions
concerning this report please feel free to contact me
Sincerely
Kerry K McGee
Project Manager
Page 1 of 44
Table of Contents
Table of Contents
Sample Summary 4
Case Narrative 5
Sample Results 8
20L0887-01 8
20L0887-02 17
Sample Preparation Information 19
QC Data 21
Volatile Organic Compounds by GCMS 21
B273078 21
Semivolatile Organic Compounds by GCMS 23
B273270 23
Semivolatile Organic Compounds by - GCMS 24
B273158 24
Polychlorinated Biphenyls By GCECD 28
B273089 28
Metals Analyses (Total) 29
B273164 29
B273165 29
B273201 30
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31
B273029 31
B273038 31
B273059 31
B273112 31
B273331 32
Page 2 of 44
Table of Contents
Table of Contents (continued)
B273396
Drinking Water Organics EPA 5041
B273121
Dual Column RPD Report
FlagQualifier Summary
Certifications
Chain of CustodySample Receipt
32
33
33
34
38
39
43
Page 3 of 44
[TOC_1]Sample Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Lockwood Remediation Technologies LLC
89 Crawford Street REPORT DATE 12312020
Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137
ATTN John Henry
PROJECT NUMBER 2-2137
ANALYTICAL SUMMARY
WORK ORDER NUMBER 20L0887
The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report
PROJECT LOCATION 1600 Osgood St
FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB
Influent 20L0887-01 Ground Water 6083
6241
6251
EPA 1664B
EPA 2007
EPA 2008
EPA 2451
EPA 3000
EPA 3501
EPA 5041
SM21-22 2540D
SM21-22 3500 Cr B
SM21-22 4500 CL G
SM21-22 4500 CN E MA M-MA-086CT
PH-0574NY11148
Tri Chrome Calc
Receiving Water 20L0887-02 Ground Water EPA 2007
EPA 2008
EPA 2451
EPA 3501
SM21-22 3500 Cr B
Tri Chrome Calc
Page 4 of 44
[TOC_1]Case Narrative[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CASE NARRATIVE SUMMARY
All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report
REVISED REPORT - 12312020 - Ethanol addded per clients request
Page 5 of 44
V-05
L-04
L-07
R-05
S-07
V-04
V-05
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
6241
Qualifications
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Ethanol
20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1
6251
Qualifications
Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this
compound is likely to be biased on the low side Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD
between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified
2-Chloronaphthalene
B273158-BSD1
N-Nitrosodimethylamine
B273158-BSD1
Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this
compound Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10
Analyte amp Samples(s) Qualified
246-Tribromophenol
20L0887-01[Influent]
Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method
specified criteria Reported result is estimated Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Page 6 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing
I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed
in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the
best of my knowledge and belief accurate and complete
Lisa A Worthington
Technical Representative
Page 7 of 44
[TOC_2]20L0887-01[TOC]
[TOC_1]Sample Results[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Volatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD
tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD
Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD
Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD
Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD
tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD
Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD
Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD
Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD
Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD
Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD
Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD
14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD
trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD
12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD
trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD
Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD
Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD
Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD
Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD
1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD
Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD
Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD
111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD
Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD
Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD
o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD
Surrogates Recovery Recovery Limits FlagQual
12-Dichloroethane-d4 833 70-130 121920 343
Toluene-d8 954 70-130 121920 343
4-Bromofluorobenzene 102 70-130 121920 343
Page 8 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA
Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA
Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA
Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA
Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA
Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA
Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA
Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA
Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol (SIM) 387 15-110 122220 2031
Phenol-d6 (SIM) 307 15-110 122220 2031
Nitrobenzene-d5 732 30-130 122220 2031
2-Fluorobiphenyl 726 30-130 122220 2031
246-Tribromophenol (SIM) 101 15-110 122220 2031
p-Terphenyl-d14 905 30-130 122220 2031
Page 9 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05
Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL
Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL
Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Page 10 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL
Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol 473 15-110 122120 1953
Phenol-d6 377 15-110 122120 1953
Nitrobenzene-d5 686 30-130 122120 1953
2-Fluorobiphenyl 785 30-130 122120 1953
246-Tribromophenol 111 15-110 S-07 122120 1953
p-Terphenyl-d14 880 30-130 122120 1953
Page 11 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Polychlorinated Biphenyls By GCECD
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG
Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG
Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG
Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG
Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG
Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG
Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG
Surrogates Recovery Recovery Limits FlagQual
Decachlorobiphenyl [1] 575 30-150 122120 1252
Decachlorobiphenyl [2] 577 30-150 122120 1252
Tetrachloro-m-xylene [1] 803 30-150 122120 1252
Tetrachloro-m-xylene [2] 835 30-150 122120 1252
Page 12 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH
Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH
Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL
Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV
Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH
Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL
Page 13 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH
Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC
Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL
Page 14 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Drinking Water Organics EPA 5041
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB
Surrogates Recovery Recovery Limits FlagQual
13-Dibromopropane (1) 102 70-130 121820 2221
Page 15 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL
Page 16 of 44
[TOC_2]20L0887-02[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH
Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH
Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL
Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV
Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH
Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL
Page 17 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Page 18 of 44
[TOC_1]Sample Preparation Information[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method SW-846 3510C Analytical Method 6083
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273089 1000 500 121820
Prep Method SW-846 5030B Analytical Method 6241
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273078 5 500 121820
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273158 980 100 121920
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273270 980 100 121920
EPA 1664B
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273396 200 122320
Prep Method EPA 2007 Analytical Method EPA 2007
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273165 500 500 121920
20L0887-01 [Influent] B273165 500 121920
20L0887-02 [Receiving Water] B273165 500 500 121920
20L0887-02 [Receiving Water] B273165 500 121920
Prep Method EPA 2008 Analytical Method EPA 2008
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273164 500 500 121920
20L0887-02 [Receiving Water] B273164 500 500 121920
Prep Method EPA 2451 Analytical Method EPA 2451
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273201 600 600 122120
20L0887-02 [Receiving Water] B273201 600 600 122120
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
Page 19 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273112 100 100 121820
EPA 3501
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273331 100 100 122220
20L0887-02 [Receiving Water] B273331 100 100 122220
Prep Method EPA 504 water Analytical Method EPA 5041
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273121 360 350 121820
SM21-22 2540D
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273059 100 121820
SM21-22 3500 Cr B
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273029 500 500 121620
20L0887-02 [Receiving Water] B273029 500 500 121620
SM21-22 4500 CL G
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273038 100 100 121620
Prep Method EPA 2008 Analytical Method Tri Chrome Calc
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273164 500 121920
20L0887-02 [Receiving Water] B273164 500 121920
Page 20 of 44
[TOC_2]Volatile Organic Compounds by GCMS[TOC]
[TOC_3]B273078[TOC]
[TOC_1]QC Data[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
Blank (B273078-BLK1) Prepared 121820 Analyzed 121920
Acetone ND 500 microgL
tert-Amyl Methyl Ether (TAME) ND 0500 microgL
Benzene ND 100 microgL
Bromodichloromethane ND 200 microgL
Bromoform ND 200 microgL
Bromomethane ND 200 microgL
tert-Butyl Alcohol (TBA) ND 200 microgL
Carbon Tetrachloride ND 200 microgL
Chlorobenzene ND 200 microgL
Chlorodibromomethane ND 200 microgL
Chloroethane ND 200 microgL
Chloroform ND 200 microgL
Chloromethane ND 200 microgL
12-Dichlorobenzene ND 200 microgL
13-Dichlorobenzene ND 200 microgL
14-Dichlorobenzene ND 200 microgL
12-Dichloroethane ND 200 microgL
11-Dichloroethane ND 200 microgL
11-Dichloroethylene ND 200 microgL
trans-12-Dichloroethylene ND 200 microgL
12-Dichloropropane ND 200 microgL
cis-13-Dichloropropene ND 200 microgL
14-Dioxane ND 500 microgL
trans-13-Dichloropropene ND 200 microgL
Ethanol ND 500 microgL V-05
Ethylbenzene ND 200 microgL
Methyl tert-Butyl Ether (MTBE) ND 200 microgL
Methylene Chloride ND 500 microgL
1122-Tetrachloroethane ND 200 microgL
Tetrachloroethylene ND 200 microgL
Toluene ND 100 microgL
111-Trichloroethane ND 200 microgL
112-Trichloroethane ND 200 microgL
Trichloroethylene ND 200 microgL
Trichlorofluoromethane (Freon 11) ND 200 microgL
Vinyl Chloride ND 200 microgL
m+p Xylene ND 200 microgL
o-Xylene ND 100 microgL
Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130
Surrogate Toluene-d8 232 microgL 250 930 70-130
Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Acetone 170 500 microgL 200 858 70-160
tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130
Benzene 16 100 microgL 200 822 65-135
Bromodichloromethane 19 200 microgL 200 968 65-135
Bromoform 24 200 microgL 200 121 70-130
Bromomethane 16 200 microgL 200 790 15-185
tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160
Carbon Tetrachloride 18 200 microgL 200 905 70-130
Chlorobenzene 21 200 microgL 200 103 65-135
Page 21 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Chlorodibromomethane 21 200 microgL 200 107 70-135
Chloroethane 17 200 microgL 200 834 40-160
Chloroform 17 200 microgL 200 872 70-135
Chloromethane 60 200 microgL 200 300 20-205
12-Dichlorobenzene 18 200 microgL 200 905 65-135
13-Dichlorobenzene 18 200 microgL 200 924 70-130
14-Dichlorobenzene 18 200 microgL 200 896 65-135
12-Dichloroethane 20 200 microgL 200 100 70-130
11-Dichloroethane 18 200 microgL 200 893 70-130
11-Dichloroethylene 19 200 microgL 200 932 50-150
trans-12-Dichloroethylene 17 200 microgL 200 852 70-130
12-Dichloropropane 20 200 microgL 200 996 35-165
cis-13-Dichloropropene 17 200 microgL 200 852 25-175
14-Dioxane 200 500 microgL 200 101 40-130
trans-13-Dichloropropene 18 200 microgL 200 916 50-150
Ethanol 150 500 microgL 200 738 40-160 V-05
Ethylbenzene 20 200 microgL 200 989 60-140
Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130
Methylene Chloride 15 500 microgL 200 738 60-140
1122-Tetrachloroethane 20 200 microgL 200 100 60-140
Tetrachloroethylene 22 200 microgL 200 112 70-130
Toluene 18 100 microgL 200 902 70-130
111-Trichloroethane 19 200 microgL 200 934 70-130
112-Trichloroethane 21 200 microgL 200 103 70-130
Trichloroethylene 19 200 microgL 200 947 65-135
Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150
Vinyl Chloride 13 200 microgL 200 662 5-195
m+p Xylene 40 200 microgL 400 101 70-130
o-Xylene 20 100 microgL 200 100 70-130
Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130
Surrogate Toluene-d8 240 microgL 250 961 70-130
Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130
Page 22 of 44
[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]
[TOC_3]B273270[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273270 - SW-846 3510C
LCS (B273270-BS1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143
Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410
Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159
Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434
Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158
Chrysene (SIM) 40 microgL 500 835 17-168417
Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227
Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426
Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176
Surrogate 2-Fluorophenol 855 microgL 200 427 15-110
Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110
Surrogate Phenol-d6 657 microgL 200 328 15-110
Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110
Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130
Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130
Surrogate 246-Tribromophenol 124 microgL 140 884 15-110
Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110
Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130
LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53
Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72
Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71
Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63
Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82
Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87
Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126
Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99
Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86
Surrogate 2-Fluorophenol 897 microgL 200 448 15-110
Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110
Surrogate Phenol-d6 708 microgL 200 354 15-110
Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110
Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130
Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130
Surrogate 246-Tribromophenol 136 microgL 140 972 15-110
Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110
Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130
Page 23 of 44
[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]
[TOC_3]B273158[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
4-Nitrophenol
N-Nitrosodimethylamine
N-Nitrosodi-n-propylamine
2-Methylnaphthalene
Phenanthrene
2-Methylphenol
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
102
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
100
100
100
500
500
100
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
200 509 15-110
L-04 R-05 V-04
V-05
Page 24 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1) Prepared 121920 Analyzed 122120
Surrogate Phenol-d6 777 microgL 200 389 15-110
Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130
Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130
Surrogate 246-Tribromophenol 144 microgL 140 102 15-110
Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130
LCS (B273158-BS1) Prepared 121920 Analyzed 122120
Acenaphthene 409 500 microgL 500 817 47-145
Acenaphthylene 398 500 microgL 500 797 33-145
Anthracene 406 500 microgL 500 812 27-133
Benzidine
Benzo(ghi)perylene
817
479
200
500
microgL
microgL
100 817 40-140
500 957 10-219
V-04 V-05 L-04
R-05
4-Bromophenylphenylether 376 100 microgL 500 751 53-127
Butylbenzylphthalate 400 100 microgL 500 800 10-152
4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147
Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158
Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166
2-Chloronaphthalene 336 100 microgL 500 672 60-120
2-Chlorophenol 364 100 microgL 500 728 23-134
4-Chlorophenylphenylether 388 100 microgL 500 776 25-158
Di-n-butylphthalate 389 100 microgL 500 778 10-120
13-Dichlorobenzene 302 500 microgL 500 604 10-172
14-Dichlorobenzene 311 500 microgL 500 622 20-124
12-Dichlorobenzene 319 500 microgL 500 638 32-129
33-Dichlorobenzidine 427 100 microgL 100 427 10-262
24-Dichlorophenol 414 100 microgL 500 827 39-135
Diethylphthalate 390 100 microgL 500 780 10-120
24-Dimethylphenol 368 100 microgL 500 737 32-120
Dimethylphthalate 385 100 microgL 500 770 10-120
46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181
24-Dinitrophenol 512 100 microgL 500 102 10-191
24-Dinitrotoluene 433 100 microgL 500 865 39-139
26-Dinitrotoluene 432 100 microgL 500 864 50-158
Di-n-octylphthalate 384 100 microgL 500 767 4-146
12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140
Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158
Fluoranthene 404 500 microgL 500 807 26-137
Fluorene 411 500 microgL 500 821 59-121
Hexachlorobenzene 401 100 microgL 500 802 10-152
Hexachlorobutadiene 335 100 microgL 500 670 24-120
Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140
Hexachloroethane 301 100 microgL 500 602 40-120
Isophorone 401 100 microgL 500 802 21-196
Naphthalene 363 500 microgL 500 727 21-133
Nitrobenzene 350 100 microgL 500 701 35-180
2-Nitrophenol 443 100 microgL 500 886 29-182
4-Nitrophenol 232 100 microgL 500 463 10-132
N-Nitrosodimethylamine 204 100 microgL 500 407 40-140
N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230
2-Methylnaphthalene 424 500 microgL 500 848 40-140
Phenanthrene 402 500 microgL 500 803 54-120
2-Methylphenol 362 100 microgL 500 725 40-140
Page 25 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS (B273158-BS1)
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
Surrogate Phenol-d6
Surrogate Nitrobenzene-d5
Surrogate 2-Fluorobiphenyl
Surrogate 246-Tribromophenol
Surrogate p-Terphenyl-d14
180
349
395
346
425
111
867
760
821
153
876
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 361 5-120
500 699 40-140
500 790 52-120
500 691 44-142
500 851 37-144
200 553 15-110
200 434 15-110
100 760 30-130
100 821 30-130
140 109 15-110
100 876 30-130
LCS Dup (B273158-BSD1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
354
338
354
520
408
331
345
364
286
298
272
311
333
337
243
247
262
370
352
339
305
336
392
450
377
374
322
314
339
355
355
351
270
296
246
339
296
294
365
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 708 47-145
500 677 33-145
500 708 27-133
100 520 40-140
500 816 10-219
500 662 53-127
500 690 10-152
500 729 22-147
500 571 12-158
500 597 36-166
500 544 60-120
500 623 23-134
500 665 25-158
500 674 10-120
500 485 10-172
500 494 20-124
500 524 32-129
100 370 10-262
500 705 39-135
500 678 10-120
500 610 32-120
500 672 10-120
500 785 10-181
500 901 10-191
500 754 39-139
500 747 50-158
500 644 4-146
500 628 40-140
500 678 8-158
500 711 26-137
500 711 59-121
500 703 10-152
500 539 24-120
500 593 40-140
500 493 40-120
500 678 21-196
500 593 21-133
500 588 35-180
500 730 29-182
143
163
136
444
159
127
147
131
155
163
211
157
154
143
217
231
195
144
160
140
189
135
125
129
138
145
175
116
154
127
144
132
216
195
199
168
203
175
194
48
74
66
30
97
43
60
73
108
76
24
61
61
47
30
30
30
108
50
100
58
183
203
132
42
48
69
30
82
66
38
55
62
30
52
93
65
62
55
L-04 R-05 V-04
V-05
L-07
Page 26 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120
4-Nitrophenol 213 100 microgL 500 426 10-132 841 131
N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07
N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87
2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30
Phenanthrene 352 500 microgL 500 704 54-120 132 39
2-Methylphenol 323 100 microgL 500 647 40-140 114 30
Phenol 160 100 microgL 500 320 5-120 121 64
34-Methylphenol 310 200 microgL 500 619 40-140 121 30
Pyrene 347 500 microgL 500 694 52-120 130 49
124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50
246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58
Surrogate 2-Fluorophenol 957 microgL 200 479 15-110
Surrogate Phenol-d6 760 microgL 200 380 15-110
Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130
Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130
Surrogate 246-Tribromophenol 129 microgL 140 920 15-110
Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130
Page 27 of 44
[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]
[TOC_3]B273089[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Polychlorinated Biphenyls By GCECD - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273089 - SW-846 3510C
Blank (B273089-BLK1) Prepared 121820 Analyzed 122120
Aroclor-1016 ND 0100 microgL
Aroclor-1016 [2C] ND 0100 microgL
Aroclor-1221 ND 0100 microgL
Aroclor-1221 [2C] ND 0100 microgL
Aroclor-1232 ND 0100 microgL
Aroclor-1232 [2C] ND 0100 microgL
Aroclor-1242 ND 0100 microgL
Aroclor-1242 [2C] ND 0100 microgL
Aroclor-1248 ND 0100 microgL
Aroclor-1248 [2C] ND 0100 microgL
Aroclor-1254 ND 0100 microgL
Aroclor-1254 [2C] ND 0100 microgL
Aroclor-1260 ND 0100 microgL
Aroclor-1260 [2C] ND 0100 microgL
Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150
Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150
Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150
Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150
LCS (B273089-BS1) Prepared 121820 Analyzed 122120
Aroclor-1016 0481 0200 microgL 0500 962 50-140
Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140
Aroclor-1260 0458 0200 microgL 0500 916 8-140
Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140
Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150
Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150
Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150
Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150
LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120
Aroclor-1016 0458 0200 microgL 0500 916 50-140 488
Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628
Aroclor-1260 0423 0200 microgL 0500 847 8-140 784
Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827
Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150
Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150
Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150
Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150
Page 28 of 44
[TOC_2]Metals Analyses (Total)[TOC]
[TOC_3]B273164[TOC]
[TOC_3]B273165[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273164 - EPA 2008
Blank (B273164-BLK1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
10
080
020
10
10
050
50
50
020
10
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
LCS (B273164-BS1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
484
487
473
951
474
477
476
451
955
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
931
969
974
946
951
948
953
952
903
955
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
479
489
476
955
472
480
476
453
954
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
930
959
978
951
955
944
960
951
907
954
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
00503
101
0421
0527
0360
0435
0713
00436
0425
0143
20
20
20
20
20
20
20
20
20
20
Batch B273165 - EPA 2007
Blank (B273165-BLK1) Prepared 121920 Analyzed 122120
Iron
Hardness
ND
ND
0050
14
mgL
mgL
LCS (B273165-BS1) Prepared 121920 Analyzed 122120
Iron
Hardness
412
27
0050
14
mgL
mgL
400
264
103
101
85-115
85-115
Page 29 of 44
[TOC_3]B273201[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273165 - EPA 2007
LCS Dup (B273165-BSD1)
Iron
Hardness
408
26
0050
14
mgL
mgL
Prepared 121920 Analyzed 122120
400 102 85-115
264 993 85-115
0946
130
20
20
Batch B273201 - EPA 2451
Blank (B273201-BLK1)
Mercury ND 000010 mgL
Prepared amp Analyzed 122120
LCS (B273201-BS1)
Mercury 000398 000010 mgL
Prepared amp Analyzed 122120
000400 995 85-115
LCS Dup (B273201-BSD1)
Mercury 000426 000010 mgL
Prepared amp Analyzed 122120
000400 107 85-115 692 20
Page 30 of 44
PAAPHASW-846 Methods (Total)[TOC]
[TOC_3]B273029[TOC]
[TOC_3]B273038[TOC]
[TOC_3]B273059[TOC]
[TOC_3]B273112[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273029 - SM21-22 3500 Cr B
Blank (B273029-BLK1)
Hexavalent Chromium ND 00040 mgL
Prepared amp Analyzed 121620
LCS (B273029-BS1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 101 90-115
LCS Dup (B273029-BSD1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 104 90-115 248 11
Batch B273038 - SM21-22 4500 CL G
Blank (B273038-BLK1)
Chlorine Residual ND 0020 mgL
Prepared amp Analyzed 121620
LCS (B273038-BS1)
Chlorine Residual 066 0020 mgL
Prepared amp Analyzed 121620
0641 102 853-130
LCS Dup (B273038-BSD1)
Chlorine Residual 067 0020 mgL
Prepared amp Analyzed 121620
0641 105 853-130 233 136
Duplicate (B273038-DUP1)
Chlorine Residual
Source 20L0887-01
ND 0020 mgL
Prepared amp Analyzed 121620
ND NC 294
Matrix Spike (B273038-MS1)
Chlorine Residual
Source 20L0887-01
026 0020 mgL
Prepared amp Analyzed 121620
0300 ND 858 10-169
Batch B273059 - SM21-22 2540D
Blank (B273059-BLK1)
Total Suspended Solids ND 25 mgL
Prepared amp Analyzed 121820
LCS (B273059-BS1)
Total Suspended Solids 190 10 mgL
Prepared amp Analyzed 121820
200 950 574-123
Batch B273112 - EPA 3000
Blank (B273112-BLK1)
Chloride ND 10 mgL
Prepared amp Analyzed 121820
LCS (B273112-BS1)
Chloride 10 mgL
Prepared amp Analyzed 121820
100 101 90-110
Page 31 of 44
[TOC_3]B273331[TOC]
[TOC_3]B273396[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273112 - EPA 3000
LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820
Chloride 10 mgL 100 101 90-110 0511 20
Batch B273331 - EPA 3501
Blank (B273331-BLK1) Prepared 122220 Analyzed 122320
Ammonia as N ND 010 mgL
LCS (B273331-BS1) Prepared 122220 Analyzed 122320
Ammonia as N 19 010 mgL 200 966 90-110
LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320
Ammonia as N 20 010 mgL 200 100 90-110 341 20
Batch B273396 - EPA 1664B
Blank (B273396-BLK1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 14 mgL
LCS (B273396-BS1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132
Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18
Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132
Page 32 of 44
[TOC_2]Drinking Water Organics EPA 5041[TOC]
[TOC_3]B273121[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Drinking Water Organics EPA 5041 - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273121 - EPA 504 water
Blank (B273121-BLK1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
ND
110
0021 microgL
microgL
Prepared amp Analyzed 121820
106 104 70-130
LCS (B273121-BS1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0230
106
0021 microgL
microgL
Prepared amp Analyzed 121820
0260 884
104 102
70-130
70-130
LCS Dup (B273121-BSD1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0221
111
0021 microgL
microgL
Prepared amp Analyzed 121820
0257 860
103 108
70-130
70-130
387
Page 33 of 44
[TOC_1]Dual Column RPD Report[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0481
2 0000 0000 0000 0477 06
Aroclor-1260 1 0000 0000 0000 0458
2 0000 0000 0000 0450 22
Page 34 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0458
2 0000 0000 0000 0448 26
Aroclor-1260 1 0000 0000 0000 0423
2 0000 0000 0000 0414 14
Page 35 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0230
Page 36 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0221
Page 37 of 44
[TOC_1]FlagQualifier Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
FLAGQUALIFIER SUMMARY
QC result is outside of established limits
Wide recovery limits established for difficult compound
Wide RPD limits established for difficult compound
Data exceeded client recommended or regulatory level
ND Not Detected
RL Reporting Limit is at the level of quantitation (LOQ)
DL Detection Limit is the lower limit of detection determined by the MDL study
MCL Maximum Contaminant Level
Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the
calculation which have not been rounded
No results have been blank subtracted unless specified in the case narrative section
J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated
concentration (CLP J-Flag)
L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits
Reported value for this compound is likely to be biased on the low side
L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but
the other is within limits RPD between the two LFBLCS results is within method specified criteria
R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any
reported value for this compound
S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All
recoveries are gt 10
V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where
RSD is outside of method specified criteria Reported result is estimated
V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for
this compound
Page 38 of 44
[TOC_1]Certifications[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6083 in Water
Aroclor-1016 CTMANHNYRINCMEVA
Aroclor-1016 [2C] CTMANHNYRINCMEVA
Aroclor-1221 CTMANHNYRINCMEVA
Aroclor-1221 [2C] CTMANHNYRINCMEVA
Aroclor-1232 CTMANHNYRINCMEVA
Aroclor-1232 [2C] CTMANHNYRINCMEVA
Aroclor-1242 CTMANHNYRINCMEVA
Aroclor-1242 [2C] CTMANHNYRINCMEVA
Aroclor-1248 CTMANHNYRINCMEVA
Aroclor-1248 [2C] CTMANHNYRINCMEVA
Aroclor-1254 CTMANHNYRINCMEVA
Aroclor-1254 [2C] CTMANHNYRINCMEVA
Aroclor-1260 CTMANHNYRINCMEVA
Aroclor-1260 [2C] CTMANHNYRINCMEVA
6241 in Water
Acetone CTNYMANH
tert-Amyl Methyl Ether (TAME) MA
Benzene CTNYMANHRINCMEVA
Bromodichloromethane CTNYMANHRINCMEVA
Bromoform CTNYMANHRINCMEVA
Bromomethane CTNYMANHRINCMEVA
tert-Butyl Alcohol (TBA) NYMA
Carbon Tetrachloride CTNYMANHRINCMEVA
Chlorobenzene CTNYMANHRINCMEVA
Chlorodibromomethane CTNYMANHRINCMEVA
Chloroethane CTNYMANHRINCMEVA
Chloroform CTNYMANHRINCMEVA
Chloromethane CTNYMANHRINCMEVA
12-Dichlorobenzene CTNYMANHRINCMEVA
13-Dichlorobenzene CTNYMANHRINCMEVA
14-Dichlorobenzene CTNYMANHRINCMEVA
12-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethylene CTNYMANHRINCMEVA
trans-12-Dichloroethylene CTNYMANHRINCMEVA
12-Dichloropropane CTNYMANHRINCMEVA
cis-13-Dichloropropene CTNYMANHRINCMEVA
14-Dioxane MA
trans-13-Dichloropropene CTNYMANHRINCMEVA
Ethanol NYMANH
Ethylbenzene CTNYMANHRINCMEVA
Methyl tert-Butyl Ether (MTBE) NYMANHNC
Methylene Chloride CTNYMANHRINCMEVA
Naphthalene NYMANC
1122-Tetrachloroethane CTNYMANHRINCMEVA
Tetrachloroethylene CTNYMANHRINCMEVA
Page 39 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6241 in Water
Toluene CTNYMANHRINCMEVA
124-Trichlorobenzene MANC
111-Trichloroethane CTNYMANHRINCMEVA
112-Trichloroethane CTNYMANHRINCMEVA
Trichloroethylene CTNYMANHRINCMEVA
Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA
Vinyl Chloride CTNYMANHRINCMEVA
m+p Xylene CTNYMANHRINC
o-Xylene CTNYMANHRINC
6251 in Water
Acenaphthene CTMANHNYNCRIMEVA
Acenaphthylene CTMANHNYNCRIMEVA
Anthracene CTMANHNYNCRIMEVA
Benzidine CTMANHNYNCRIMEVA
Benzo(ghi)perylene CTMANHNYNCRIMEVA
4-Bromophenylphenylether CTMANHNYNCRIMEVA
Butylbenzylphthalate CTMANHNYNCRIMEVA
4-Chloro-3-methylphenol CTMANHNYNCRIVA
Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA
Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA
2-Chloronaphthalene CTMANHNYNCRIMEVA
2-Chlorophenol CTMANHNYNCRIMEVA
4-Chlorophenylphenylether CTMANHNYNCRIMEVA
Di-n-butylphthalate CTMANHNYNCRIMEVA
13-Dichlorobenzene MANC
14-Dichlorobenzene MANC
12-Dichlorobenzene MANC
33-Dichlorobenzidine CTMANHNYNCRIMEVA
24-Dichlorophenol CTMANHNYNCRIMEVA
Diethylphthalate CTMANHNYNCRIMEVA
24-Dimethylphenol CTMANHNYNCRIMEVA
Dimethylphthalate CTMANHNYNCRIMEVA
46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA
24-Dinitrophenol CTMANHNYNCRIMEVA
24-Dinitrotoluene CTMANHNYNCRIMEVA
26-Dinitrotoluene CTMANHNYNCRIMEVA
Di-n-octylphthalate CTMANHNYNCRIMEVA
12-DiphenylhydrazineAzobenzene NC
Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA
Fluoranthene CTMANHNYNCRIMEVA
Fluorene CTMANHNYNCRIMEVA
Hexachlorobenzene CTMANHNYNCRIMEVA
Hexachlorobutadiene CTMANHNYNCRIMEVA
Hexachlorocyclopentadiene CTMANHNYNCRIMEVA
Hexachloroethane CTMANHNYNCRIMEVA
Isophorone CTMANHNYNCRIMEVA
Page 40 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6251 in Water
Naphthalene CTMANHNYNCRIMEVA
Nitrobenzene CTMANHNYNCRIMEVA
2-Nitrophenol CTMANHNYNCRIMEVA
4-Nitrophenol CTMANHNYNCRIMEVA
N-Nitrosodimethylamine CTMANHNYNCRIMEVA
N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA
2-Methylnaphthalene NC
Phenanthrene CTMANHNYNCRIMEVA
2-Methylphenol NYNC
Phenol CTMANHNYNCRIMEVA
34-Methylphenol NYNC
Pyrene CTMANHNYNCRIMEVA
124-Trichlorobenzene CTMANHNYNCRIMEVA
246-Trichlorophenol CTMANHNYNCRIMEVA
2-Fluorophenol NC
2-Fluorophenol NCVA
Phenol-d6 VA
Nitrobenzene-d5 VA
EPA 2007 in Water
Iron CTMANHNYRINCMEVA
Hardness CTMANHNYRIVA
EPA 2008 in Water
Antimony CTMANHNYRINCMEVA
Arsenic CTMANHNYRINCMEVA
Cadmium CTMANHNYRINCMEVA
Chromium CTMANHNYRINCMEVA
Copper CTMANHNYRINCMEVA
Lead CTMANHNYRINCMEVA
Nickel CTMANHNYRINCMEVA
Selenium CTMANHNYRINCMEVA
Silver CTMANHNYRINCMEVA
Zinc CTMANHNYRINCMEVA
EPA 2451 in Water
Mercury CTMANHRINYNCMEVA
EPA 3000 in Water
Chloride NCNYMAVAMENHCTRI
EPA 3501 in Water
Ammonia as N NCNYMANHRIMEVA
SM21-22 2540D in Water
Total Suspended Solids CTMANHNYRINCMEVA
SM21-22 3500 Cr B in Water
Hexavalent Chromium NYCTNHRIMEVANC
SM21-22 4500 CL G in Water
Chlorine Residual CTMARIME
Page 41 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
SM21-22 4500 CN E in Water
Cyanide CTMANHNYRINCMEVA
Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations
Code Description Number Expires
AIHA AIHA-LAP LLC - ISO170252017 100033 0312022
MA Massachusetts DEP M-MA100 06302021
CT Connecticut Department of Publilc Health PH-0567 09302021
NY New York State Department of Health 10899 NELAP 0412021
NH-S New Hampshire Environmental Lab 2516 NELAP 0252021
RI Rhode Island Department of Health LAO00112 12302020
NC North Carolina Div of Water Quality 652 12312020
NJ New Jersey DEP MA007 NELAP 06302021
FL Florida Department of Health E871027 NELAP 06302021
VT Vermont Department of Health Lead Laboratory LL720741 07302021
ME State of Maine MA00100 0692021
VA Commonwealth of Virginia 460217 12142021
NH-P New Hampshire Environmental Lab 2557 NELAP 0962021
VT-DW Vermont Department of Health Drinking Water VT-255716 06122021
NC-DW North Carolina Department of Health 25703 07312021
PA Commonwealth of Pennsylvania DEP 68-05812 06302021
MI Dept of Env Great Lakes and Energy 9100 0962021
Page 42 of 44
Table of Contents
Page 43 of 44
Table of Contents
Page 44 of 44
Appendix C
Cutsheets
1
2
31
2
1
2
ROD HOOPS
C B A
6 EXTERNAL FEED LINE w
WELDED NIPPLE amp FISH PLATE 313
3
8
169
5
16
6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w
1
BLIND FLANGE 6 BUTTERFLY VALVE
1
(2)
1
2
Couplings
w Plugs
(3) 22 MANWAYS
6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE
ADD LIGHT PROTECTION
BARS BEHIND LIGHTS
480
GLADHAND w FISH PLATE
568
9
16
TUBE 4 x 2 x
1
4
x 65
7
8
TUBE 4 x 2 x
1
4
x 65
3
8
66
TOP OF WEIR TOP OF WEIR
6 TYP
65
1
2
WEIR WEIR
503
C B A
STANDARD SPECIFICATION
CAPACITY 18480 GALLONS (440 BBL)
SIDE SHEETS 14 A36 PLATE
FRONT SHEET 14 A36 PLATE
REAR SHEET 14 A36 PLATE
FLOOR 14 A36 PLATE
MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL
FLOOR CROSSMEMBERS 14 A36 PLATE
SIDE STAKES ONE PIECE 316 A36 PLATE
SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY
AXLE 775 TRACK 22500 LBS CAPACITY
TIRES 11R225 RADIAL
WHEELS 825 x 225 STEEL
MANWAYS 3 - 22 DIA CURB SIDE
VALVES 3 - 6 BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (REAR)
2 - 6 BLIND FLANGE CONNECTION (REAR)
INLET PIPING 1 - 6 PIPE SYSTEM (REAR)
BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)
(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)
PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT
(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT
2
ROD HOOPS
16
UNDER WEIR
OVER WEIR
TUBE 4 x 2 x
1
4
x 95
3
8
STIFFENER
12
90
11
16
T
YP
102
11
16
8T
YP
SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A
NOTE
This drawing is a representation baseline for this model of tank Variations between
this drawing and the actual equipment do exist primarily with appurtenance locations
sizes and quantities
65
3
4
102
118
86
11
16
16
ALL CONNECTIONS MUST
HAVE INTERNAL FLANGES
4 TYP
5
11
16
1
2
ROD HOOPS
22
512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031
PINNACLE MFG THIS DRAWING amp ALL INFORMATION
OTHERWISE NOTED
TOLERANCE UNLESS
NOTES
THEREON IS THE PROPERTY OF
PINNACLE Mfg LLC
1 DO NOT SCALE PRINT
X plusmn 060
2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST
XX plusmn 030
3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS
XXX plusmn 010
MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS
AL470-WT
Lockwood Spec
MATERIAL MATERIAL
FIRST USED ECN
DRW FK
DRAWING NO
SIZE REV
DATE 17-1004
SCALE NTS
BOOK NO
DESCRIPTION
PLASMA DXF FILE
B
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
24
20
CATION EXCHANGE RESIN SOFTENING GRADE
Na FORM CGS
RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do
NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY
FEATURES amp BENEFITS
bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners
bull LOW COLOR THROW
bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop
bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA
Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse
HYDRAULIC PROPERTIES
Pressure Loss Backwash Expansion 100
40degF 60degF 80degF 100degF
40degF 60degF 80degF 100degF
Perc
ent
of E
xpan
sion
80
60
40
20
psi
ft o
f Res
in
16
12
04
00 0 00 50 100 150 200 00 30 60 90 120
gpm sqft gpm sqft
PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures
160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom
08
RESINTECHreg CGS
PHYSICAL PROPERTIES
Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity
Sodium form gt18 meqmL Water Retention
Sodium form 40 to 52 percent Approximate Shipping Weight
Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request
SUGGESTED OPERATING CONDITIONS
Maximum continuous temperature Sodium form 250˚F
Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration
Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft
APPLICATIONS
SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications
0 0 5 10 15 20
5
10
15
20
25
30
Cap
acit
y K
ilogr
ains
per
cu
ft
Salt Dose lbs per cu ft
CGS Softening Capacity
Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied
0 0 5 10 15 20
3
6
9
12
15
Leak
age
ppm
as
CaCO
3
Salt Dose lbs per cu ft
CGS Hardness Leakage
Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support
East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins
MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11
SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM
reg
RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers
FEATURES amp BENEFITS
bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA
bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers
bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS
bull SUPERIOR PHYSICAL STABILITY
bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications
For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels
HYDRAULIC PROPERTIES
Pres
sure
Dro
p p
sift
3
2
1
0
0 2 4
Pressure Drop
o F40
o F60
o F80
100o F
6 8 10 12 14 16 18 20
Flow Rate gpmsqft
Perc
ent E
xpan
sion
100
80
60
40
20
0
00
Backwash Expansion
o F40 o F
60o F
80
100
10 20 30
Flow Rate gpmsqft
o F
40
PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign
matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form
1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom
RESINTECHreg SBG1
PHYSICAL PROPERTIES
Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3
+Clndash
Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50
+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent
pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention
Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent
Solubility Insoluble Approximate Shipping Weight
Cl Form 44 lbscuft OH Form 41 lbscuft
Swelling Cl- to OH- 18 to 25 percent Total Capacity
Cl Form 145 meqml min OH Form 115 meqml min
SUGGESTED OPERATING CONDITIONS
Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF
Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates
Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft
OPERATING CAPACITY
The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table
Pounds NaOHft3
Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3
4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222
APPLICATIONS
DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications
RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams
Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions
RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates
CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins
Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions
SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC
GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS
PERFORMANCE
ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better
RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)
160degF constant PRESSURE RATING 150 psi
MATERIALS
TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel
Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact
plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional
REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The
register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking
hasp COATING Fusion-bonded epoxy
OPTIONS
bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal
flowrates bull Electronic Propeller Meter available in all sizes of this
model bull A complete line of flow recordingcontrol
instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results
McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS
Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order
FOR MORE INFORMATION CONTACT
copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom
Appendix D
Supporting Information
- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR
^ _ _ a _ _ _ bc
13
13
13 13 13 13 13 13 13 13 13 13 13
Documentation of the Results of the ESA Eligibility Determination
Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area
An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site
bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County
Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat
Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat
United States Department of the Interior FISH AND WILDLIFE SERVICE
New England Ecological Services Field Office 70 Commercial Street Suite 300
Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104
httpwwwfwsgovnewengland
In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street
Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project
To Whom It May Concern
The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)
New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list
The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat
2 12162020 Event Code 05E1NE00-2021-E-02261
A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212
If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at
httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats
Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml
We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office
Attachment(s)
Official Species List
1 12162020 Event Code 05E1NE00-2021-E-02261
Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action
This species list is provided by
New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541
2 12162020 Event Code 05E1NE00-2021-E-02261
Project Summary Consultation Code 05E1NE00-2021-SLI-0752
Event Code 05E1NE00-2021-E-02261
Project Name 1600 Osgood Street
Project Type Water Withdrawal Depletion
Project Description Construction Dewatering
Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W
Counties Essex MA
3 12162020 Event Code 05E1NE00-2021-E-02261
Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list
Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce
See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions
1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce
Mammals NAME STATUS
Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045
Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION
Documentation of the National Historic Preservation Act Eligibility Determination
As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties
MACRIS Search Results
Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure
Inv No Property Name Street Town Year
Wednesday December 16 2020 Page 1 of 1
Appendix A
NOI Form
MAG910000
NHG910000
Appendix IV ndash Part 1 ndash NOI
Page 14 of 24
II Suggested Format for the Remediation General Permit Notice of Intent (NOI)
A General site information
1 Name of site Site address
Street
City State Zip
2 Site owner Contact Person
Telephone Email
Owner is (check one) Federal StateTribal Private
Other if so specify
Mailing address
Street
City State Zip
3 Site operator if different than owner Contact Person
Telephone Email
Mailing address
Street
City State Zip
4 NPDES permit number assigned by EPA
NPDES permit is (check all that apply RGP DGP CGP
MSGP Individual NPDES permit Other if so specify
5 Other regulatory program(s) that apply to the site (check all that apply)
MA Chapter 21e list RTN(s) CERCLA
UIC Program
NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit
CWA Section 404
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 15 of 24
B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)
Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River
2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No
Are sensitive receptors present near the site (check one) Yes No
If yes specify
3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any
pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part
46 of the RGP
4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in
Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire
5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in
accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire
6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No
If yes indicate date confirmation received
7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII
(check one) Yes No
C Source water information
1 Source water(s) is (check any that apply)
Contaminated groundwater
Has the operator attached a summary of influent
sampling results as required in Part 42 of the RGP
in accordance with the instruction in Appendix
VIII (check one)
Yes No
Contaminated surface water
Has the operator attached a summary of influent
sampling results as required in Part 42 of the
RGP in accordance with the instruction in
Appendix VIII (check one)
Yes No
The receiving water Potable water if so indicate
municipality or origin
A surface water other
than the receiving water if
so indicate waterbody Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 16 of 24
2 Source water contaminants
a For source waters that are contaminated groundwater or contaminated
surface water indicate are any contaminants present that are not included in
the RGP (check one) Yes No If yes indicate the contaminant(s) and
the maximum concentration present in accordance with the instructions in
Appendix VIII
b For a source water that is a surface water other than the receiving water potable water
or other indicate any contaminants present at the maximum concentration in accordance
with the instructions in Appendix VIII (check one) Yes No
3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No
D Discharge information
1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source
Outfall(s) Outfall location(s) (Latitude Longitude)
Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify
A private storm sewer system A municipal storm sewer system
If the discharge enters the receiving water via a private or municipal storm sewer system
Has notification been provided to the owner of this system (check one) Yes No
Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for
obtaining permission
Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No
Provide the expected start and end dates of discharge(s) (monthyear)
Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge
Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 17 of 24
2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)
I ndash Petroleum-Related Site Remediation
II ndash Non-Petroleum-Related Site Remediation
III ndash Contaminated Site Dewatering
IV ndash Dewatering of Pipelines and Tanks
V ndash Aquifer Pump Testing
VI ndash Well DevelopmentRehabilitation
VII ndash Collection Structure DewateringRemediation
VIII ndash Dredge-Related Dewatering
a If Activity Category I or II (check all that apply)
A Inorganics
B Non-Halogenated Volatile Organic Compounds
C Halogenated Volatile Organic Compounds
D Non-Halogenated Semi-Volatile Organic Compounds
E Halogenated Semi-Volatile Organic Compounds
F Fuels Parameters
b If Activity Category III IV V VI VII or VIII (check either G or H)
G Sites with Known
Contamination H Sites with Unknown Contamination
c If Category III-G IV-G V-G VI-G
VII-G or VIII-G (check all that apply)
A Inorganics
B Non-Halogenated Volatile
Organic Compounds
C Halogenated Volatile Organic
Compounds
D Non-Halogenated Semi-Volatile
Organic Compounds
E Halogenated Semi-Volatile
Organic Compounds
F Fuels Parameters
d If Category III-H IV-H V-H VI-H VII-H or
VIII-H Contamination Type Categories A through
F apply
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 18 of 24
4 Influent and Effluent Characteristics
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
A Inorganics
Ammonia Report mgL ---
Chloride Report microgl ---
Total Residual Chlorine 02 mgL
Total Suspended Solids 30 mgL
Antimony 206 microgL
Arsenic 104 microgL
Cadmium 102 microgL
Chromium III 323 microgL
Chromium VI 323 microgL
Copper 242 microgL
Iron 5000 microgL
Lead 160 microgL
Mercury 0739 microgL
Nickel 1450 microgL
Selenium 2358 microgL
Silver 351 microgL
Zinc 420 microgL
Cyanide 178 mgL
B Non-Halogenated VOCs
Total BTEX 100 microgL ---
Benzene 50 microgL ---
14 Dioxane 200 microgL ---
Acetone 797 mgL ---
Phenol 1080 microgL
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 19 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
C Halogenated VOCs
Carbon Tetrachloride 44 microgL
12 Dichlorobenzene 600 microgL ---
13 Dichlorobenzene 320 microgL ---
14 Dichlorobenzene 50 microgL ---
Total dichlorobenzene 763 microgL in NH ---
11 Dichloroethane 70 microgL ---
12 Dichloroethane 50 microgL ---
11 Dichloroethylene 32 microgL ---
Ethylene Dibromide 005 microgL ---
Methylene Chloride 46 microgL ---
111 Trichloroethane 200 microgL ---
112 Trichloroethane 50 microgL ---
Trichloroethylene 50 microgL ---
Tetrachloroethylene 50 microgL
cis-12 Dichloroethylene 70 microgL ---
Vinyl Chloride 20 microgL ---
D Non-Halogenated SVOCs
Total Phthalates 190 microgL
Diethylhexyl phthalate 101 microgL
Total Group I PAHs 10 microgL ---
Benzo(a)anthracene
As Total PAHs
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Dibenzo(ah)anthracene
Indeno(123-cd)pyrene
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 20 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
Total Group II PAHs 100 microgL ---
Naphthalene 20 microgL ---
E Halogenated SVOCs
Total PCBs 0000064 microgL ---
Pentachlorophenol 10 microgL ---
F Fuels Parameters
Total Petroleum
Hydrocarbons 50 mgL ---
Ethanol Report mgL ---
Methyl-tert-Butyl Ether 70 microgL
tert-Butyl Alcohol 120 microgL in MA
40 microgL in NH ---
tert-Amyl Methyl Ether 90 microgL in MA
140 microgL in NH ---
Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 21 of 24
E Treatment system information
1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)
AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption
Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify
2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge
Identify each major treatment component (check any that apply)
Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter
Chemical feed tank Air stripping unit Bag filter Other if so specify
Indicate if either of the following will occur (check any that apply)
Chlorination De-chlorination
3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component
Indicate the most limiting component
Is use of a flow meter feasible (check one) Yes No if so provide justification
Provide the proposed maximum effluent flow in gpm
Provide the average effluent flow in gpm
If Activity Category IV applies indicate the estimated total volume of water that will be discharged
4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 22 of 24
F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)
Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify
2 Provide the following information for each chemicaladditive using attachments if necessary
a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and
f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))
3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance
with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section
307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive
(check one) Yes No
G Endangered Species Act eligibility determination
1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the
ldquoaction areardquo
FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)
or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat
(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)
Yes No
FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical
habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and
related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the
FWS This determination was made by (check one) the operator EPA Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 23 of 24
NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of
listed species Has the operator previously completed consultation with NMFS (check one) Yes No
2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No
Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach
H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on
historic properties
Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties
Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse
effect on historic properties
2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No
Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or
other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No
I Supplemental information
Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary
Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No
Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No
Site RTNs
MA Limits WQBEL
Outfall 001
Enter number values in green boxes below Enter values in the units specified
darr
625 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
1079
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10786
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 23729 microgL
40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL
21572 microgL
MA Limits WQBEL
Outfall 002
Enter number values in green boxes below Enter values in the units specified
darr
00026 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
102
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 22 microgL
00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL
20 microgL
Dilution Calculation
Determination
From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM
Hi Jake
It was nice speaking to you earlier today
The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102
Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage
Please let me know if you have any questions
Happy New Year Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Xiaodon
I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime
Thank you
Jake
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617
M 5089309812 jjenningslrt-llcnet
From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs
Hi Jake
There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)
According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River
To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2
7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD
Design flow = 400 gpm =058 MGD
Dilution Factor at outfall 001 = (058 +625)058 = 1079
For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday
Please let me know if we can have a phone call anytime Monday - Wednesday
I hope you have a lovely holiday Regards Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Cathy and Xiaodan
I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated
Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval
The project
1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm
The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417
Have a great holiday
Thank you
Jake Jennings
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet
Appendix B
Laboratory Data
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
December 31 2020
John Henry
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Project Location 1600 Osgood St
Client Job Number
Project Number 2-2137
Laboratory Work Order Number 20L0887
Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions
concerning this report please feel free to contact me
Sincerely
Kerry K McGee
Project Manager
Page 1 of 44
Table of Contents
Table of Contents
Sample Summary 4
Case Narrative 5
Sample Results 8
20L0887-01 8
20L0887-02 17
Sample Preparation Information 19
QC Data 21
Volatile Organic Compounds by GCMS 21
B273078 21
Semivolatile Organic Compounds by GCMS 23
B273270 23
Semivolatile Organic Compounds by - GCMS 24
B273158 24
Polychlorinated Biphenyls By GCECD 28
B273089 28
Metals Analyses (Total) 29
B273164 29
B273165 29
B273201 30
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31
B273029 31
B273038 31
B273059 31
B273112 31
B273331 32
Page 2 of 44
Table of Contents
Table of Contents (continued)
B273396
Drinking Water Organics EPA 5041
B273121
Dual Column RPD Report
FlagQualifier Summary
Certifications
Chain of CustodySample Receipt
32
33
33
34
38
39
43
Page 3 of 44
[TOC_1]Sample Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Lockwood Remediation Technologies LLC
89 Crawford Street REPORT DATE 12312020
Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137
ATTN John Henry
PROJECT NUMBER 2-2137
ANALYTICAL SUMMARY
WORK ORDER NUMBER 20L0887
The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report
PROJECT LOCATION 1600 Osgood St
FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB
Influent 20L0887-01 Ground Water 6083
6241
6251
EPA 1664B
EPA 2007
EPA 2008
EPA 2451
EPA 3000
EPA 3501
EPA 5041
SM21-22 2540D
SM21-22 3500 Cr B
SM21-22 4500 CL G
SM21-22 4500 CN E MA M-MA-086CT
PH-0574NY11148
Tri Chrome Calc
Receiving Water 20L0887-02 Ground Water EPA 2007
EPA 2008
EPA 2451
EPA 3501
SM21-22 3500 Cr B
Tri Chrome Calc
Page 4 of 44
[TOC_1]Case Narrative[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CASE NARRATIVE SUMMARY
All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report
REVISED REPORT - 12312020 - Ethanol addded per clients request
Page 5 of 44
V-05
L-04
L-07
R-05
S-07
V-04
V-05
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
6241
Qualifications
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Ethanol
20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1
6251
Qualifications
Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this
compound is likely to be biased on the low side Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD
between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified
2-Chloronaphthalene
B273158-BSD1
N-Nitrosodimethylamine
B273158-BSD1
Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this
compound Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10
Analyte amp Samples(s) Qualified
246-Tribromophenol
20L0887-01[Influent]
Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method
specified criteria Reported result is estimated Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Page 6 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing
I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed
in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the
best of my knowledge and belief accurate and complete
Lisa A Worthington
Technical Representative
Page 7 of 44
[TOC_2]20L0887-01[TOC]
[TOC_1]Sample Results[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Volatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD
tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD
Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD
Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD
Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD
tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD
Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD
Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD
Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD
Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD
Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD
Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD
14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD
trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD
12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD
trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD
Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD
Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD
Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD
Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD
1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD
Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD
Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD
111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD
Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD
Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD
o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD
Surrogates Recovery Recovery Limits FlagQual
12-Dichloroethane-d4 833 70-130 121920 343
Toluene-d8 954 70-130 121920 343
4-Bromofluorobenzene 102 70-130 121920 343
Page 8 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA
Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA
Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA
Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA
Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA
Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA
Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA
Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA
Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol (SIM) 387 15-110 122220 2031
Phenol-d6 (SIM) 307 15-110 122220 2031
Nitrobenzene-d5 732 30-130 122220 2031
2-Fluorobiphenyl 726 30-130 122220 2031
246-Tribromophenol (SIM) 101 15-110 122220 2031
p-Terphenyl-d14 905 30-130 122220 2031
Page 9 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05
Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL
Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL
Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Page 10 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL
Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol 473 15-110 122120 1953
Phenol-d6 377 15-110 122120 1953
Nitrobenzene-d5 686 30-130 122120 1953
2-Fluorobiphenyl 785 30-130 122120 1953
246-Tribromophenol 111 15-110 S-07 122120 1953
p-Terphenyl-d14 880 30-130 122120 1953
Page 11 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Polychlorinated Biphenyls By GCECD
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG
Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG
Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG
Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG
Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG
Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG
Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG
Surrogates Recovery Recovery Limits FlagQual
Decachlorobiphenyl [1] 575 30-150 122120 1252
Decachlorobiphenyl [2] 577 30-150 122120 1252
Tetrachloro-m-xylene [1] 803 30-150 122120 1252
Tetrachloro-m-xylene [2] 835 30-150 122120 1252
Page 12 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH
Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH
Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL
Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV
Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH
Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL
Page 13 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH
Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC
Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL
Page 14 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Drinking Water Organics EPA 5041
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB
Surrogates Recovery Recovery Limits FlagQual
13-Dibromopropane (1) 102 70-130 121820 2221
Page 15 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL
Page 16 of 44
[TOC_2]20L0887-02[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH
Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH
Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL
Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV
Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH
Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL
Page 17 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Page 18 of 44
[TOC_1]Sample Preparation Information[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method SW-846 3510C Analytical Method 6083
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273089 1000 500 121820
Prep Method SW-846 5030B Analytical Method 6241
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273078 5 500 121820
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273158 980 100 121920
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273270 980 100 121920
EPA 1664B
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273396 200 122320
Prep Method EPA 2007 Analytical Method EPA 2007
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273165 500 500 121920
20L0887-01 [Influent] B273165 500 121920
20L0887-02 [Receiving Water] B273165 500 500 121920
20L0887-02 [Receiving Water] B273165 500 121920
Prep Method EPA 2008 Analytical Method EPA 2008
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273164 500 500 121920
20L0887-02 [Receiving Water] B273164 500 500 121920
Prep Method EPA 2451 Analytical Method EPA 2451
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273201 600 600 122120
20L0887-02 [Receiving Water] B273201 600 600 122120
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
Page 19 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273112 100 100 121820
EPA 3501
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273331 100 100 122220
20L0887-02 [Receiving Water] B273331 100 100 122220
Prep Method EPA 504 water Analytical Method EPA 5041
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273121 360 350 121820
SM21-22 2540D
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273059 100 121820
SM21-22 3500 Cr B
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273029 500 500 121620
20L0887-02 [Receiving Water] B273029 500 500 121620
SM21-22 4500 CL G
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273038 100 100 121620
Prep Method EPA 2008 Analytical Method Tri Chrome Calc
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273164 500 121920
20L0887-02 [Receiving Water] B273164 500 121920
Page 20 of 44
[TOC_2]Volatile Organic Compounds by GCMS[TOC]
[TOC_3]B273078[TOC]
[TOC_1]QC Data[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
Blank (B273078-BLK1) Prepared 121820 Analyzed 121920
Acetone ND 500 microgL
tert-Amyl Methyl Ether (TAME) ND 0500 microgL
Benzene ND 100 microgL
Bromodichloromethane ND 200 microgL
Bromoform ND 200 microgL
Bromomethane ND 200 microgL
tert-Butyl Alcohol (TBA) ND 200 microgL
Carbon Tetrachloride ND 200 microgL
Chlorobenzene ND 200 microgL
Chlorodibromomethane ND 200 microgL
Chloroethane ND 200 microgL
Chloroform ND 200 microgL
Chloromethane ND 200 microgL
12-Dichlorobenzene ND 200 microgL
13-Dichlorobenzene ND 200 microgL
14-Dichlorobenzene ND 200 microgL
12-Dichloroethane ND 200 microgL
11-Dichloroethane ND 200 microgL
11-Dichloroethylene ND 200 microgL
trans-12-Dichloroethylene ND 200 microgL
12-Dichloropropane ND 200 microgL
cis-13-Dichloropropene ND 200 microgL
14-Dioxane ND 500 microgL
trans-13-Dichloropropene ND 200 microgL
Ethanol ND 500 microgL V-05
Ethylbenzene ND 200 microgL
Methyl tert-Butyl Ether (MTBE) ND 200 microgL
Methylene Chloride ND 500 microgL
1122-Tetrachloroethane ND 200 microgL
Tetrachloroethylene ND 200 microgL
Toluene ND 100 microgL
111-Trichloroethane ND 200 microgL
112-Trichloroethane ND 200 microgL
Trichloroethylene ND 200 microgL
Trichlorofluoromethane (Freon 11) ND 200 microgL
Vinyl Chloride ND 200 microgL
m+p Xylene ND 200 microgL
o-Xylene ND 100 microgL
Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130
Surrogate Toluene-d8 232 microgL 250 930 70-130
Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Acetone 170 500 microgL 200 858 70-160
tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130
Benzene 16 100 microgL 200 822 65-135
Bromodichloromethane 19 200 microgL 200 968 65-135
Bromoform 24 200 microgL 200 121 70-130
Bromomethane 16 200 microgL 200 790 15-185
tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160
Carbon Tetrachloride 18 200 microgL 200 905 70-130
Chlorobenzene 21 200 microgL 200 103 65-135
Page 21 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Chlorodibromomethane 21 200 microgL 200 107 70-135
Chloroethane 17 200 microgL 200 834 40-160
Chloroform 17 200 microgL 200 872 70-135
Chloromethane 60 200 microgL 200 300 20-205
12-Dichlorobenzene 18 200 microgL 200 905 65-135
13-Dichlorobenzene 18 200 microgL 200 924 70-130
14-Dichlorobenzene 18 200 microgL 200 896 65-135
12-Dichloroethane 20 200 microgL 200 100 70-130
11-Dichloroethane 18 200 microgL 200 893 70-130
11-Dichloroethylene 19 200 microgL 200 932 50-150
trans-12-Dichloroethylene 17 200 microgL 200 852 70-130
12-Dichloropropane 20 200 microgL 200 996 35-165
cis-13-Dichloropropene 17 200 microgL 200 852 25-175
14-Dioxane 200 500 microgL 200 101 40-130
trans-13-Dichloropropene 18 200 microgL 200 916 50-150
Ethanol 150 500 microgL 200 738 40-160 V-05
Ethylbenzene 20 200 microgL 200 989 60-140
Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130
Methylene Chloride 15 500 microgL 200 738 60-140
1122-Tetrachloroethane 20 200 microgL 200 100 60-140
Tetrachloroethylene 22 200 microgL 200 112 70-130
Toluene 18 100 microgL 200 902 70-130
111-Trichloroethane 19 200 microgL 200 934 70-130
112-Trichloroethane 21 200 microgL 200 103 70-130
Trichloroethylene 19 200 microgL 200 947 65-135
Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150
Vinyl Chloride 13 200 microgL 200 662 5-195
m+p Xylene 40 200 microgL 400 101 70-130
o-Xylene 20 100 microgL 200 100 70-130
Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130
Surrogate Toluene-d8 240 microgL 250 961 70-130
Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130
Page 22 of 44
[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]
[TOC_3]B273270[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273270 - SW-846 3510C
LCS (B273270-BS1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143
Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410
Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159
Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434
Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158
Chrysene (SIM) 40 microgL 500 835 17-168417
Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227
Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426
Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176
Surrogate 2-Fluorophenol 855 microgL 200 427 15-110
Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110
Surrogate Phenol-d6 657 microgL 200 328 15-110
Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110
Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130
Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130
Surrogate 246-Tribromophenol 124 microgL 140 884 15-110
Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110
Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130
LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53
Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72
Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71
Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63
Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82
Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87
Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126
Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99
Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86
Surrogate 2-Fluorophenol 897 microgL 200 448 15-110
Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110
Surrogate Phenol-d6 708 microgL 200 354 15-110
Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110
Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130
Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130
Surrogate 246-Tribromophenol 136 microgL 140 972 15-110
Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110
Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130
Page 23 of 44
[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]
[TOC_3]B273158[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
4-Nitrophenol
N-Nitrosodimethylamine
N-Nitrosodi-n-propylamine
2-Methylnaphthalene
Phenanthrene
2-Methylphenol
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
102
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
100
100
100
500
500
100
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
200 509 15-110
L-04 R-05 V-04
V-05
Page 24 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1) Prepared 121920 Analyzed 122120
Surrogate Phenol-d6 777 microgL 200 389 15-110
Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130
Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130
Surrogate 246-Tribromophenol 144 microgL 140 102 15-110
Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130
LCS (B273158-BS1) Prepared 121920 Analyzed 122120
Acenaphthene 409 500 microgL 500 817 47-145
Acenaphthylene 398 500 microgL 500 797 33-145
Anthracene 406 500 microgL 500 812 27-133
Benzidine
Benzo(ghi)perylene
817
479
200
500
microgL
microgL
100 817 40-140
500 957 10-219
V-04 V-05 L-04
R-05
4-Bromophenylphenylether 376 100 microgL 500 751 53-127
Butylbenzylphthalate 400 100 microgL 500 800 10-152
4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147
Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158
Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166
2-Chloronaphthalene 336 100 microgL 500 672 60-120
2-Chlorophenol 364 100 microgL 500 728 23-134
4-Chlorophenylphenylether 388 100 microgL 500 776 25-158
Di-n-butylphthalate 389 100 microgL 500 778 10-120
13-Dichlorobenzene 302 500 microgL 500 604 10-172
14-Dichlorobenzene 311 500 microgL 500 622 20-124
12-Dichlorobenzene 319 500 microgL 500 638 32-129
33-Dichlorobenzidine 427 100 microgL 100 427 10-262
24-Dichlorophenol 414 100 microgL 500 827 39-135
Diethylphthalate 390 100 microgL 500 780 10-120
24-Dimethylphenol 368 100 microgL 500 737 32-120
Dimethylphthalate 385 100 microgL 500 770 10-120
46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181
24-Dinitrophenol 512 100 microgL 500 102 10-191
24-Dinitrotoluene 433 100 microgL 500 865 39-139
26-Dinitrotoluene 432 100 microgL 500 864 50-158
Di-n-octylphthalate 384 100 microgL 500 767 4-146
12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140
Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158
Fluoranthene 404 500 microgL 500 807 26-137
Fluorene 411 500 microgL 500 821 59-121
Hexachlorobenzene 401 100 microgL 500 802 10-152
Hexachlorobutadiene 335 100 microgL 500 670 24-120
Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140
Hexachloroethane 301 100 microgL 500 602 40-120
Isophorone 401 100 microgL 500 802 21-196
Naphthalene 363 500 microgL 500 727 21-133
Nitrobenzene 350 100 microgL 500 701 35-180
2-Nitrophenol 443 100 microgL 500 886 29-182
4-Nitrophenol 232 100 microgL 500 463 10-132
N-Nitrosodimethylamine 204 100 microgL 500 407 40-140
N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230
2-Methylnaphthalene 424 500 microgL 500 848 40-140
Phenanthrene 402 500 microgL 500 803 54-120
2-Methylphenol 362 100 microgL 500 725 40-140
Page 25 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS (B273158-BS1)
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
Surrogate Phenol-d6
Surrogate Nitrobenzene-d5
Surrogate 2-Fluorobiphenyl
Surrogate 246-Tribromophenol
Surrogate p-Terphenyl-d14
180
349
395
346
425
111
867
760
821
153
876
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 361 5-120
500 699 40-140
500 790 52-120
500 691 44-142
500 851 37-144
200 553 15-110
200 434 15-110
100 760 30-130
100 821 30-130
140 109 15-110
100 876 30-130
LCS Dup (B273158-BSD1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
354
338
354
520
408
331
345
364
286
298
272
311
333
337
243
247
262
370
352
339
305
336
392
450
377
374
322
314
339
355
355
351
270
296
246
339
296
294
365
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 708 47-145
500 677 33-145
500 708 27-133
100 520 40-140
500 816 10-219
500 662 53-127
500 690 10-152
500 729 22-147
500 571 12-158
500 597 36-166
500 544 60-120
500 623 23-134
500 665 25-158
500 674 10-120
500 485 10-172
500 494 20-124
500 524 32-129
100 370 10-262
500 705 39-135
500 678 10-120
500 610 32-120
500 672 10-120
500 785 10-181
500 901 10-191
500 754 39-139
500 747 50-158
500 644 4-146
500 628 40-140
500 678 8-158
500 711 26-137
500 711 59-121
500 703 10-152
500 539 24-120
500 593 40-140
500 493 40-120
500 678 21-196
500 593 21-133
500 588 35-180
500 730 29-182
143
163
136
444
159
127
147
131
155
163
211
157
154
143
217
231
195
144
160
140
189
135
125
129
138
145
175
116
154
127
144
132
216
195
199
168
203
175
194
48
74
66
30
97
43
60
73
108
76
24
61
61
47
30
30
30
108
50
100
58
183
203
132
42
48
69
30
82
66
38
55
62
30
52
93
65
62
55
L-04 R-05 V-04
V-05
L-07
Page 26 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120
4-Nitrophenol 213 100 microgL 500 426 10-132 841 131
N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07
N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87
2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30
Phenanthrene 352 500 microgL 500 704 54-120 132 39
2-Methylphenol 323 100 microgL 500 647 40-140 114 30
Phenol 160 100 microgL 500 320 5-120 121 64
34-Methylphenol 310 200 microgL 500 619 40-140 121 30
Pyrene 347 500 microgL 500 694 52-120 130 49
124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50
246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58
Surrogate 2-Fluorophenol 957 microgL 200 479 15-110
Surrogate Phenol-d6 760 microgL 200 380 15-110
Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130
Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130
Surrogate 246-Tribromophenol 129 microgL 140 920 15-110
Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130
Page 27 of 44
[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]
[TOC_3]B273089[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Polychlorinated Biphenyls By GCECD - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273089 - SW-846 3510C
Blank (B273089-BLK1) Prepared 121820 Analyzed 122120
Aroclor-1016 ND 0100 microgL
Aroclor-1016 [2C] ND 0100 microgL
Aroclor-1221 ND 0100 microgL
Aroclor-1221 [2C] ND 0100 microgL
Aroclor-1232 ND 0100 microgL
Aroclor-1232 [2C] ND 0100 microgL
Aroclor-1242 ND 0100 microgL
Aroclor-1242 [2C] ND 0100 microgL
Aroclor-1248 ND 0100 microgL
Aroclor-1248 [2C] ND 0100 microgL
Aroclor-1254 ND 0100 microgL
Aroclor-1254 [2C] ND 0100 microgL
Aroclor-1260 ND 0100 microgL
Aroclor-1260 [2C] ND 0100 microgL
Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150
Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150
Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150
Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150
LCS (B273089-BS1) Prepared 121820 Analyzed 122120
Aroclor-1016 0481 0200 microgL 0500 962 50-140
Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140
Aroclor-1260 0458 0200 microgL 0500 916 8-140
Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140
Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150
Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150
Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150
Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150
LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120
Aroclor-1016 0458 0200 microgL 0500 916 50-140 488
Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628
Aroclor-1260 0423 0200 microgL 0500 847 8-140 784
Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827
Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150
Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150
Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150
Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150
Page 28 of 44
[TOC_2]Metals Analyses (Total)[TOC]
[TOC_3]B273164[TOC]
[TOC_3]B273165[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273164 - EPA 2008
Blank (B273164-BLK1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
10
080
020
10
10
050
50
50
020
10
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
LCS (B273164-BS1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
484
487
473
951
474
477
476
451
955
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
931
969
974
946
951
948
953
952
903
955
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
479
489
476
955
472
480
476
453
954
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
930
959
978
951
955
944
960
951
907
954
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
00503
101
0421
0527
0360
0435
0713
00436
0425
0143
20
20
20
20
20
20
20
20
20
20
Batch B273165 - EPA 2007
Blank (B273165-BLK1) Prepared 121920 Analyzed 122120
Iron
Hardness
ND
ND
0050
14
mgL
mgL
LCS (B273165-BS1) Prepared 121920 Analyzed 122120
Iron
Hardness
412
27
0050
14
mgL
mgL
400
264
103
101
85-115
85-115
Page 29 of 44
[TOC_3]B273201[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273165 - EPA 2007
LCS Dup (B273165-BSD1)
Iron
Hardness
408
26
0050
14
mgL
mgL
Prepared 121920 Analyzed 122120
400 102 85-115
264 993 85-115
0946
130
20
20
Batch B273201 - EPA 2451
Blank (B273201-BLK1)
Mercury ND 000010 mgL
Prepared amp Analyzed 122120
LCS (B273201-BS1)
Mercury 000398 000010 mgL
Prepared amp Analyzed 122120
000400 995 85-115
LCS Dup (B273201-BSD1)
Mercury 000426 000010 mgL
Prepared amp Analyzed 122120
000400 107 85-115 692 20
Page 30 of 44
PAAPHASW-846 Methods (Total)[TOC]
[TOC_3]B273029[TOC]
[TOC_3]B273038[TOC]
[TOC_3]B273059[TOC]
[TOC_3]B273112[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273029 - SM21-22 3500 Cr B
Blank (B273029-BLK1)
Hexavalent Chromium ND 00040 mgL
Prepared amp Analyzed 121620
LCS (B273029-BS1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 101 90-115
LCS Dup (B273029-BSD1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 104 90-115 248 11
Batch B273038 - SM21-22 4500 CL G
Blank (B273038-BLK1)
Chlorine Residual ND 0020 mgL
Prepared amp Analyzed 121620
LCS (B273038-BS1)
Chlorine Residual 066 0020 mgL
Prepared amp Analyzed 121620
0641 102 853-130
LCS Dup (B273038-BSD1)
Chlorine Residual 067 0020 mgL
Prepared amp Analyzed 121620
0641 105 853-130 233 136
Duplicate (B273038-DUP1)
Chlorine Residual
Source 20L0887-01
ND 0020 mgL
Prepared amp Analyzed 121620
ND NC 294
Matrix Spike (B273038-MS1)
Chlorine Residual
Source 20L0887-01
026 0020 mgL
Prepared amp Analyzed 121620
0300 ND 858 10-169
Batch B273059 - SM21-22 2540D
Blank (B273059-BLK1)
Total Suspended Solids ND 25 mgL
Prepared amp Analyzed 121820
LCS (B273059-BS1)
Total Suspended Solids 190 10 mgL
Prepared amp Analyzed 121820
200 950 574-123
Batch B273112 - EPA 3000
Blank (B273112-BLK1)
Chloride ND 10 mgL
Prepared amp Analyzed 121820
LCS (B273112-BS1)
Chloride 10 mgL
Prepared amp Analyzed 121820
100 101 90-110
Page 31 of 44
[TOC_3]B273331[TOC]
[TOC_3]B273396[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273112 - EPA 3000
LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820
Chloride 10 mgL 100 101 90-110 0511 20
Batch B273331 - EPA 3501
Blank (B273331-BLK1) Prepared 122220 Analyzed 122320
Ammonia as N ND 010 mgL
LCS (B273331-BS1) Prepared 122220 Analyzed 122320
Ammonia as N 19 010 mgL 200 966 90-110
LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320
Ammonia as N 20 010 mgL 200 100 90-110 341 20
Batch B273396 - EPA 1664B
Blank (B273396-BLK1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 14 mgL
LCS (B273396-BS1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132
Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18
Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132
Page 32 of 44
[TOC_2]Drinking Water Organics EPA 5041[TOC]
[TOC_3]B273121[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Drinking Water Organics EPA 5041 - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273121 - EPA 504 water
Blank (B273121-BLK1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
ND
110
0021 microgL
microgL
Prepared amp Analyzed 121820
106 104 70-130
LCS (B273121-BS1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0230
106
0021 microgL
microgL
Prepared amp Analyzed 121820
0260 884
104 102
70-130
70-130
LCS Dup (B273121-BSD1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0221
111
0021 microgL
microgL
Prepared amp Analyzed 121820
0257 860
103 108
70-130
70-130
387
Page 33 of 44
[TOC_1]Dual Column RPD Report[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0481
2 0000 0000 0000 0477 06
Aroclor-1260 1 0000 0000 0000 0458
2 0000 0000 0000 0450 22
Page 34 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0458
2 0000 0000 0000 0448 26
Aroclor-1260 1 0000 0000 0000 0423
2 0000 0000 0000 0414 14
Page 35 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0230
Page 36 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0221
Page 37 of 44
[TOC_1]FlagQualifier Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
FLAGQUALIFIER SUMMARY
QC result is outside of established limits
Wide recovery limits established for difficult compound
Wide RPD limits established for difficult compound
Data exceeded client recommended or regulatory level
ND Not Detected
RL Reporting Limit is at the level of quantitation (LOQ)
DL Detection Limit is the lower limit of detection determined by the MDL study
MCL Maximum Contaminant Level
Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the
calculation which have not been rounded
No results have been blank subtracted unless specified in the case narrative section
J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated
concentration (CLP J-Flag)
L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits
Reported value for this compound is likely to be biased on the low side
L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but
the other is within limits RPD between the two LFBLCS results is within method specified criteria
R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any
reported value for this compound
S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All
recoveries are gt 10
V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where
RSD is outside of method specified criteria Reported result is estimated
V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for
this compound
Page 38 of 44
[TOC_1]Certifications[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6083 in Water
Aroclor-1016 CTMANHNYRINCMEVA
Aroclor-1016 [2C] CTMANHNYRINCMEVA
Aroclor-1221 CTMANHNYRINCMEVA
Aroclor-1221 [2C] CTMANHNYRINCMEVA
Aroclor-1232 CTMANHNYRINCMEVA
Aroclor-1232 [2C] CTMANHNYRINCMEVA
Aroclor-1242 CTMANHNYRINCMEVA
Aroclor-1242 [2C] CTMANHNYRINCMEVA
Aroclor-1248 CTMANHNYRINCMEVA
Aroclor-1248 [2C] CTMANHNYRINCMEVA
Aroclor-1254 CTMANHNYRINCMEVA
Aroclor-1254 [2C] CTMANHNYRINCMEVA
Aroclor-1260 CTMANHNYRINCMEVA
Aroclor-1260 [2C] CTMANHNYRINCMEVA
6241 in Water
Acetone CTNYMANH
tert-Amyl Methyl Ether (TAME) MA
Benzene CTNYMANHRINCMEVA
Bromodichloromethane CTNYMANHRINCMEVA
Bromoform CTNYMANHRINCMEVA
Bromomethane CTNYMANHRINCMEVA
tert-Butyl Alcohol (TBA) NYMA
Carbon Tetrachloride CTNYMANHRINCMEVA
Chlorobenzene CTNYMANHRINCMEVA
Chlorodibromomethane CTNYMANHRINCMEVA
Chloroethane CTNYMANHRINCMEVA
Chloroform CTNYMANHRINCMEVA
Chloromethane CTNYMANHRINCMEVA
12-Dichlorobenzene CTNYMANHRINCMEVA
13-Dichlorobenzene CTNYMANHRINCMEVA
14-Dichlorobenzene CTNYMANHRINCMEVA
12-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethylene CTNYMANHRINCMEVA
trans-12-Dichloroethylene CTNYMANHRINCMEVA
12-Dichloropropane CTNYMANHRINCMEVA
cis-13-Dichloropropene CTNYMANHRINCMEVA
14-Dioxane MA
trans-13-Dichloropropene CTNYMANHRINCMEVA
Ethanol NYMANH
Ethylbenzene CTNYMANHRINCMEVA
Methyl tert-Butyl Ether (MTBE) NYMANHNC
Methylene Chloride CTNYMANHRINCMEVA
Naphthalene NYMANC
1122-Tetrachloroethane CTNYMANHRINCMEVA
Tetrachloroethylene CTNYMANHRINCMEVA
Page 39 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6241 in Water
Toluene CTNYMANHRINCMEVA
124-Trichlorobenzene MANC
111-Trichloroethane CTNYMANHRINCMEVA
112-Trichloroethane CTNYMANHRINCMEVA
Trichloroethylene CTNYMANHRINCMEVA
Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA
Vinyl Chloride CTNYMANHRINCMEVA
m+p Xylene CTNYMANHRINC
o-Xylene CTNYMANHRINC
6251 in Water
Acenaphthene CTMANHNYNCRIMEVA
Acenaphthylene CTMANHNYNCRIMEVA
Anthracene CTMANHNYNCRIMEVA
Benzidine CTMANHNYNCRIMEVA
Benzo(ghi)perylene CTMANHNYNCRIMEVA
4-Bromophenylphenylether CTMANHNYNCRIMEVA
Butylbenzylphthalate CTMANHNYNCRIMEVA
4-Chloro-3-methylphenol CTMANHNYNCRIVA
Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA
Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA
2-Chloronaphthalene CTMANHNYNCRIMEVA
2-Chlorophenol CTMANHNYNCRIMEVA
4-Chlorophenylphenylether CTMANHNYNCRIMEVA
Di-n-butylphthalate CTMANHNYNCRIMEVA
13-Dichlorobenzene MANC
14-Dichlorobenzene MANC
12-Dichlorobenzene MANC
33-Dichlorobenzidine CTMANHNYNCRIMEVA
24-Dichlorophenol CTMANHNYNCRIMEVA
Diethylphthalate CTMANHNYNCRIMEVA
24-Dimethylphenol CTMANHNYNCRIMEVA
Dimethylphthalate CTMANHNYNCRIMEVA
46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA
24-Dinitrophenol CTMANHNYNCRIMEVA
24-Dinitrotoluene CTMANHNYNCRIMEVA
26-Dinitrotoluene CTMANHNYNCRIMEVA
Di-n-octylphthalate CTMANHNYNCRIMEVA
12-DiphenylhydrazineAzobenzene NC
Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA
Fluoranthene CTMANHNYNCRIMEVA
Fluorene CTMANHNYNCRIMEVA
Hexachlorobenzene CTMANHNYNCRIMEVA
Hexachlorobutadiene CTMANHNYNCRIMEVA
Hexachlorocyclopentadiene CTMANHNYNCRIMEVA
Hexachloroethane CTMANHNYNCRIMEVA
Isophorone CTMANHNYNCRIMEVA
Page 40 of 44
Table of Contents
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CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6251 in Water
Naphthalene CTMANHNYNCRIMEVA
Nitrobenzene CTMANHNYNCRIMEVA
2-Nitrophenol CTMANHNYNCRIMEVA
4-Nitrophenol CTMANHNYNCRIMEVA
N-Nitrosodimethylamine CTMANHNYNCRIMEVA
N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA
2-Methylnaphthalene NC
Phenanthrene CTMANHNYNCRIMEVA
2-Methylphenol NYNC
Phenol CTMANHNYNCRIMEVA
34-Methylphenol NYNC
Pyrene CTMANHNYNCRIMEVA
124-Trichlorobenzene CTMANHNYNCRIMEVA
246-Trichlorophenol CTMANHNYNCRIMEVA
2-Fluorophenol NC
2-Fluorophenol NCVA
Phenol-d6 VA
Nitrobenzene-d5 VA
EPA 2007 in Water
Iron CTMANHNYRINCMEVA
Hardness CTMANHNYRIVA
EPA 2008 in Water
Antimony CTMANHNYRINCMEVA
Arsenic CTMANHNYRINCMEVA
Cadmium CTMANHNYRINCMEVA
Chromium CTMANHNYRINCMEVA
Copper CTMANHNYRINCMEVA
Lead CTMANHNYRINCMEVA
Nickel CTMANHNYRINCMEVA
Selenium CTMANHNYRINCMEVA
Silver CTMANHNYRINCMEVA
Zinc CTMANHNYRINCMEVA
EPA 2451 in Water
Mercury CTMANHRINYNCMEVA
EPA 3000 in Water
Chloride NCNYMAVAMENHCTRI
EPA 3501 in Water
Ammonia as N NCNYMANHRIMEVA
SM21-22 2540D in Water
Total Suspended Solids CTMANHNYRINCMEVA
SM21-22 3500 Cr B in Water
Hexavalent Chromium NYCTNHRIMEVANC
SM21-22 4500 CL G in Water
Chlorine Residual CTMARIME
Page 41 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
SM21-22 4500 CN E in Water
Cyanide CTMANHNYRINCMEVA
Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations
Code Description Number Expires
AIHA AIHA-LAP LLC - ISO170252017 100033 0312022
MA Massachusetts DEP M-MA100 06302021
CT Connecticut Department of Publilc Health PH-0567 09302021
NY New York State Department of Health 10899 NELAP 0412021
NH-S New Hampshire Environmental Lab 2516 NELAP 0252021
RI Rhode Island Department of Health LAO00112 12302020
NC North Carolina Div of Water Quality 652 12312020
NJ New Jersey DEP MA007 NELAP 06302021
FL Florida Department of Health E871027 NELAP 06302021
VT Vermont Department of Health Lead Laboratory LL720741 07302021
ME State of Maine MA00100 0692021
VA Commonwealth of Virginia 460217 12142021
NH-P New Hampshire Environmental Lab 2557 NELAP 0962021
VT-DW Vermont Department of Health Drinking Water VT-255716 06122021
NC-DW North Carolina Department of Health 25703 07312021
PA Commonwealth of Pennsylvania DEP 68-05812 06302021
MI Dept of Env Great Lakes and Energy 9100 0962021
Page 42 of 44
Table of Contents
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Table of Contents
Page 44 of 44
Appendix C
Cutsheets
1
2
31
2
1
2
ROD HOOPS
C B A
6 EXTERNAL FEED LINE w
WELDED NIPPLE amp FISH PLATE 313
3
8
169
5
16
6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w
1
BLIND FLANGE 6 BUTTERFLY VALVE
1
(2)
1
2
Couplings
w Plugs
(3) 22 MANWAYS
6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE
ADD LIGHT PROTECTION
BARS BEHIND LIGHTS
480
GLADHAND w FISH PLATE
568
9
16
TUBE 4 x 2 x
1
4
x 65
7
8
TUBE 4 x 2 x
1
4
x 65
3
8
66
TOP OF WEIR TOP OF WEIR
6 TYP
65
1
2
WEIR WEIR
503
C B A
STANDARD SPECIFICATION
CAPACITY 18480 GALLONS (440 BBL)
SIDE SHEETS 14 A36 PLATE
FRONT SHEET 14 A36 PLATE
REAR SHEET 14 A36 PLATE
FLOOR 14 A36 PLATE
MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL
FLOOR CROSSMEMBERS 14 A36 PLATE
SIDE STAKES ONE PIECE 316 A36 PLATE
SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY
AXLE 775 TRACK 22500 LBS CAPACITY
TIRES 11R225 RADIAL
WHEELS 825 x 225 STEEL
MANWAYS 3 - 22 DIA CURB SIDE
VALVES 3 - 6 BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (REAR)
2 - 6 BLIND FLANGE CONNECTION (REAR)
INLET PIPING 1 - 6 PIPE SYSTEM (REAR)
BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)
(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)
PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT
(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT
2
ROD HOOPS
16
UNDER WEIR
OVER WEIR
TUBE 4 x 2 x
1
4
x 95
3
8
STIFFENER
12
90
11
16
T
YP
102
11
16
8T
YP
SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A
NOTE
This drawing is a representation baseline for this model of tank Variations between
this drawing and the actual equipment do exist primarily with appurtenance locations
sizes and quantities
65
3
4
102
118
86
11
16
16
ALL CONNECTIONS MUST
HAVE INTERNAL FLANGES
4 TYP
5
11
16
1
2
ROD HOOPS
22
512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031
PINNACLE MFG THIS DRAWING amp ALL INFORMATION
OTHERWISE NOTED
TOLERANCE UNLESS
NOTES
THEREON IS THE PROPERTY OF
PINNACLE Mfg LLC
1 DO NOT SCALE PRINT
X plusmn 060
2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST
XX plusmn 030
3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS
XXX plusmn 010
MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS
AL470-WT
Lockwood Spec
MATERIAL MATERIAL
FIRST USED ECN
DRW FK
DRAWING NO
SIZE REV
DATE 17-1004
SCALE NTS
BOOK NO
DESCRIPTION
PLASMA DXF FILE
B
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
24
20
CATION EXCHANGE RESIN SOFTENING GRADE
Na FORM CGS
RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do
NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY
FEATURES amp BENEFITS
bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners
bull LOW COLOR THROW
bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop
bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA
Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse
HYDRAULIC PROPERTIES
Pressure Loss Backwash Expansion 100
40degF 60degF 80degF 100degF
40degF 60degF 80degF 100degF
Perc
ent
of E
xpan
sion
80
60
40
20
psi
ft o
f Res
in
16
12
04
00 0 00 50 100 150 200 00 30 60 90 120
gpm sqft gpm sqft
PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures
160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom
08
RESINTECHreg CGS
PHYSICAL PROPERTIES
Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity
Sodium form gt18 meqmL Water Retention
Sodium form 40 to 52 percent Approximate Shipping Weight
Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request
SUGGESTED OPERATING CONDITIONS
Maximum continuous temperature Sodium form 250˚F
Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration
Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft
APPLICATIONS
SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications
0 0 5 10 15 20
5
10
15
20
25
30
Cap
acit
y K
ilogr
ains
per
cu
ft
Salt Dose lbs per cu ft
CGS Softening Capacity
Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied
0 0 5 10 15 20
3
6
9
12
15
Leak
age
ppm
as
CaCO
3
Salt Dose lbs per cu ft
CGS Hardness Leakage
Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support
East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins
MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11
SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM
reg
RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers
FEATURES amp BENEFITS
bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA
bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers
bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS
bull SUPERIOR PHYSICAL STABILITY
bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications
For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels
HYDRAULIC PROPERTIES
Pres
sure
Dro
p p
sift
3
2
1
0
0 2 4
Pressure Drop
o F40
o F60
o F80
100o F
6 8 10 12 14 16 18 20
Flow Rate gpmsqft
Perc
ent E
xpan
sion
100
80
60
40
20
0
00
Backwash Expansion
o F40 o F
60o F
80
100
10 20 30
Flow Rate gpmsqft
o F
40
PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign
matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form
1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom
RESINTECHreg SBG1
PHYSICAL PROPERTIES
Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3
+Clndash
Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50
+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent
pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention
Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent
Solubility Insoluble Approximate Shipping Weight
Cl Form 44 lbscuft OH Form 41 lbscuft
Swelling Cl- to OH- 18 to 25 percent Total Capacity
Cl Form 145 meqml min OH Form 115 meqml min
SUGGESTED OPERATING CONDITIONS
Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF
Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates
Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft
OPERATING CAPACITY
The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table
Pounds NaOHft3
Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3
4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222
APPLICATIONS
DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications
RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams
Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions
RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates
CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins
Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions
SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC
GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS
PERFORMANCE
ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better
RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)
160degF constant PRESSURE RATING 150 psi
MATERIALS
TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel
Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact
plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional
REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The
register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking
hasp COATING Fusion-bonded epoxy
OPTIONS
bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal
flowrates bull Electronic Propeller Meter available in all sizes of this
model bull A complete line of flow recordingcontrol
instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results
McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS
Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order
FOR MORE INFORMATION CONTACT
copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom
Appendix D
Supporting Information
- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR
^ _ _ a _ _ _ bc
13
13
13 13 13 13 13 13 13 13 13 13 13
Documentation of the Results of the ESA Eligibility Determination
Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area
An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site
bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County
Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat
Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat
United States Department of the Interior FISH AND WILDLIFE SERVICE
New England Ecological Services Field Office 70 Commercial Street Suite 300
Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104
httpwwwfwsgovnewengland
In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street
Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project
To Whom It May Concern
The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)
New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list
The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat
2 12162020 Event Code 05E1NE00-2021-E-02261
A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212
If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at
httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats
Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml
We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office
Attachment(s)
Official Species List
1 12162020 Event Code 05E1NE00-2021-E-02261
Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action
This species list is provided by
New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541
2 12162020 Event Code 05E1NE00-2021-E-02261
Project Summary Consultation Code 05E1NE00-2021-SLI-0752
Event Code 05E1NE00-2021-E-02261
Project Name 1600 Osgood Street
Project Type Water Withdrawal Depletion
Project Description Construction Dewatering
Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W
Counties Essex MA
3 12162020 Event Code 05E1NE00-2021-E-02261
Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list
Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce
See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions
1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce
Mammals NAME STATUS
Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045
Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION
Documentation of the National Historic Preservation Act Eligibility Determination
As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties
MACRIS Search Results
Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure
Inv No Property Name Street Town Year
Wednesday December 16 2020 Page 1 of 1
MAG910000
NHG910000
Appendix IV ndash Part 1 ndash NOI
Page 14 of 24
II Suggested Format for the Remediation General Permit Notice of Intent (NOI)
A General site information
1 Name of site Site address
Street
City State Zip
2 Site owner Contact Person
Telephone Email
Owner is (check one) Federal StateTribal Private
Other if so specify
Mailing address
Street
City State Zip
3 Site operator if different than owner Contact Person
Telephone Email
Mailing address
Street
City State Zip
4 NPDES permit number assigned by EPA
NPDES permit is (check all that apply RGP DGP CGP
MSGP Individual NPDES permit Other if so specify
5 Other regulatory program(s) that apply to the site (check all that apply)
MA Chapter 21e list RTN(s) CERCLA
UIC Program
NH Groundwater Management Permit or POTW Pretreatment Groundwater Release Detection Permit
CWA Section 404
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 15 of 24
B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)
Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River
2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No
Are sensitive receptors present near the site (check one) Yes No
If yes specify
3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any
pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part
46 of the RGP
4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in
Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire
5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in
accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire
6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No
If yes indicate date confirmation received
7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII
(check one) Yes No
C Source water information
1 Source water(s) is (check any that apply)
Contaminated groundwater
Has the operator attached a summary of influent
sampling results as required in Part 42 of the RGP
in accordance with the instruction in Appendix
VIII (check one)
Yes No
Contaminated surface water
Has the operator attached a summary of influent
sampling results as required in Part 42 of the
RGP in accordance with the instruction in
Appendix VIII (check one)
Yes No
The receiving water Potable water if so indicate
municipality or origin
A surface water other
than the receiving water if
so indicate waterbody Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 16 of 24
2 Source water contaminants
a For source waters that are contaminated groundwater or contaminated
surface water indicate are any contaminants present that are not included in
the RGP (check one) Yes No If yes indicate the contaminant(s) and
the maximum concentration present in accordance with the instructions in
Appendix VIII
b For a source water that is a surface water other than the receiving water potable water
or other indicate any contaminants present at the maximum concentration in accordance
with the instructions in Appendix VIII (check one) Yes No
3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No
D Discharge information
1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source
Outfall(s) Outfall location(s) (Latitude Longitude)
Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify
A private storm sewer system A municipal storm sewer system
If the discharge enters the receiving water via a private or municipal storm sewer system
Has notification been provided to the owner of this system (check one) Yes No
Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for
obtaining permission
Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No
Provide the expected start and end dates of discharge(s) (monthyear)
Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge
Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 17 of 24
2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)
I ndash Petroleum-Related Site Remediation
II ndash Non-Petroleum-Related Site Remediation
III ndash Contaminated Site Dewatering
IV ndash Dewatering of Pipelines and Tanks
V ndash Aquifer Pump Testing
VI ndash Well DevelopmentRehabilitation
VII ndash Collection Structure DewateringRemediation
VIII ndash Dredge-Related Dewatering
a If Activity Category I or II (check all that apply)
A Inorganics
B Non-Halogenated Volatile Organic Compounds
C Halogenated Volatile Organic Compounds
D Non-Halogenated Semi-Volatile Organic Compounds
E Halogenated Semi-Volatile Organic Compounds
F Fuels Parameters
b If Activity Category III IV V VI VII or VIII (check either G or H)
G Sites with Known
Contamination H Sites with Unknown Contamination
c If Category III-G IV-G V-G VI-G
VII-G or VIII-G (check all that apply)
A Inorganics
B Non-Halogenated Volatile
Organic Compounds
C Halogenated Volatile Organic
Compounds
D Non-Halogenated Semi-Volatile
Organic Compounds
E Halogenated Semi-Volatile
Organic Compounds
F Fuels Parameters
d If Category III-H IV-H V-H VI-H VII-H or
VIII-H Contamination Type Categories A through
F apply
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 18 of 24
4 Influent and Effluent Characteristics
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
A Inorganics
Ammonia Report mgL ---
Chloride Report microgl ---
Total Residual Chlorine 02 mgL
Total Suspended Solids 30 mgL
Antimony 206 microgL
Arsenic 104 microgL
Cadmium 102 microgL
Chromium III 323 microgL
Chromium VI 323 microgL
Copper 242 microgL
Iron 5000 microgL
Lead 160 microgL
Mercury 0739 microgL
Nickel 1450 microgL
Selenium 2358 microgL
Silver 351 microgL
Zinc 420 microgL
Cyanide 178 mgL
B Non-Halogenated VOCs
Total BTEX 100 microgL ---
Benzene 50 microgL ---
14 Dioxane 200 microgL ---
Acetone 797 mgL ---
Phenol 1080 microgL
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 19 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
C Halogenated VOCs
Carbon Tetrachloride 44 microgL
12 Dichlorobenzene 600 microgL ---
13 Dichlorobenzene 320 microgL ---
14 Dichlorobenzene 50 microgL ---
Total dichlorobenzene 763 microgL in NH ---
11 Dichloroethane 70 microgL ---
12 Dichloroethane 50 microgL ---
11 Dichloroethylene 32 microgL ---
Ethylene Dibromide 005 microgL ---
Methylene Chloride 46 microgL ---
111 Trichloroethane 200 microgL ---
112 Trichloroethane 50 microgL ---
Trichloroethylene 50 microgL ---
Tetrachloroethylene 50 microgL
cis-12 Dichloroethylene 70 microgL ---
Vinyl Chloride 20 microgL ---
D Non-Halogenated SVOCs
Total Phthalates 190 microgL
Diethylhexyl phthalate 101 microgL
Total Group I PAHs 10 microgL ---
Benzo(a)anthracene
As Total PAHs
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Dibenzo(ah)anthracene
Indeno(123-cd)pyrene
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 20 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
Total Group II PAHs 100 microgL ---
Naphthalene 20 microgL ---
E Halogenated SVOCs
Total PCBs 0000064 microgL ---
Pentachlorophenol 10 microgL ---
F Fuels Parameters
Total Petroleum
Hydrocarbons 50 mgL ---
Ethanol Report mgL ---
Methyl-tert-Butyl Ether 70 microgL
tert-Butyl Alcohol 120 microgL in MA
40 microgL in NH ---
tert-Amyl Methyl Ether 90 microgL in MA
140 microgL in NH ---
Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 21 of 24
E Treatment system information
1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)
AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption
Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify
2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge
Identify each major treatment component (check any that apply)
Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter
Chemical feed tank Air stripping unit Bag filter Other if so specify
Indicate if either of the following will occur (check any that apply)
Chlorination De-chlorination
3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component
Indicate the most limiting component
Is use of a flow meter feasible (check one) Yes No if so provide justification
Provide the proposed maximum effluent flow in gpm
Provide the average effluent flow in gpm
If Activity Category IV applies indicate the estimated total volume of water that will be discharged
4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 22 of 24
F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)
Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify
2 Provide the following information for each chemicaladditive using attachments if necessary
a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and
f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))
3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance
with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section
307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive
(check one) Yes No
G Endangered Species Act eligibility determination
1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the
ldquoaction areardquo
FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)
or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat
(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)
Yes No
FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical
habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and
related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the
FWS This determination was made by (check one) the operator EPA Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 23 of 24
NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of
listed species Has the operator previously completed consultation with NMFS (check one) Yes No
2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No
Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach
H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on
historic properties
Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties
Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse
effect on historic properties
2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No
Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or
other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No
I Supplemental information
Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary
Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No
Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No
Site RTNs
MA Limits WQBEL
Outfall 001
Enter number values in green boxes below Enter values in the units specified
darr
625 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
1079
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10786
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 23729 microgL
40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL
21572 microgL
MA Limits WQBEL
Outfall 002
Enter number values in green boxes below Enter values in the units specified
darr
00026 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
102
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 22 microgL
00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL
20 microgL
Dilution Calculation
Determination
From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM
Hi Jake
It was nice speaking to you earlier today
The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102
Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage
Please let me know if you have any questions
Happy New Year Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Xiaodon
I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime
Thank you
Jake
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617
M 5089309812 jjenningslrt-llcnet
From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs
Hi Jake
There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)
According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River
To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2
7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD
Design flow = 400 gpm =058 MGD
Dilution Factor at outfall 001 = (058 +625)058 = 1079
For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday
Please let me know if we can have a phone call anytime Monday - Wednesday
I hope you have a lovely holiday Regards Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Cathy and Xiaodan
I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated
Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval
The project
1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm
The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417
Have a great holiday
Thank you
Jake Jennings
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet
Appendix B
Laboratory Data
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
December 31 2020
John Henry
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Project Location 1600 Osgood St
Client Job Number
Project Number 2-2137
Laboratory Work Order Number 20L0887
Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions
concerning this report please feel free to contact me
Sincerely
Kerry K McGee
Project Manager
Page 1 of 44
Table of Contents
Table of Contents
Sample Summary 4
Case Narrative 5
Sample Results 8
20L0887-01 8
20L0887-02 17
Sample Preparation Information 19
QC Data 21
Volatile Organic Compounds by GCMS 21
B273078 21
Semivolatile Organic Compounds by GCMS 23
B273270 23
Semivolatile Organic Compounds by - GCMS 24
B273158 24
Polychlorinated Biphenyls By GCECD 28
B273089 28
Metals Analyses (Total) 29
B273164 29
B273165 29
B273201 30
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31
B273029 31
B273038 31
B273059 31
B273112 31
B273331 32
Page 2 of 44
Table of Contents
Table of Contents (continued)
B273396
Drinking Water Organics EPA 5041
B273121
Dual Column RPD Report
FlagQualifier Summary
Certifications
Chain of CustodySample Receipt
32
33
33
34
38
39
43
Page 3 of 44
[TOC_1]Sample Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Lockwood Remediation Technologies LLC
89 Crawford Street REPORT DATE 12312020
Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137
ATTN John Henry
PROJECT NUMBER 2-2137
ANALYTICAL SUMMARY
WORK ORDER NUMBER 20L0887
The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report
PROJECT LOCATION 1600 Osgood St
FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB
Influent 20L0887-01 Ground Water 6083
6241
6251
EPA 1664B
EPA 2007
EPA 2008
EPA 2451
EPA 3000
EPA 3501
EPA 5041
SM21-22 2540D
SM21-22 3500 Cr B
SM21-22 4500 CL G
SM21-22 4500 CN E MA M-MA-086CT
PH-0574NY11148
Tri Chrome Calc
Receiving Water 20L0887-02 Ground Water EPA 2007
EPA 2008
EPA 2451
EPA 3501
SM21-22 3500 Cr B
Tri Chrome Calc
Page 4 of 44
[TOC_1]Case Narrative[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CASE NARRATIVE SUMMARY
All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report
REVISED REPORT - 12312020 - Ethanol addded per clients request
Page 5 of 44
V-05
L-04
L-07
R-05
S-07
V-04
V-05
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
6241
Qualifications
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Ethanol
20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1
6251
Qualifications
Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this
compound is likely to be biased on the low side Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD
between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified
2-Chloronaphthalene
B273158-BSD1
N-Nitrosodimethylamine
B273158-BSD1
Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this
compound Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10
Analyte amp Samples(s) Qualified
246-Tribromophenol
20L0887-01[Influent]
Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method
specified criteria Reported result is estimated Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Page 6 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing
I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed
in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the
best of my knowledge and belief accurate and complete
Lisa A Worthington
Technical Representative
Page 7 of 44
[TOC_2]20L0887-01[TOC]
[TOC_1]Sample Results[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Volatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD
tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD
Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD
Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD
Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD
tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD
Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD
Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD
Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD
Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD
Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD
Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD
14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD
trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD
12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD
trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD
Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD
Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD
Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD
Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD
1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD
Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD
Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD
111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD
Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD
Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD
o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD
Surrogates Recovery Recovery Limits FlagQual
12-Dichloroethane-d4 833 70-130 121920 343
Toluene-d8 954 70-130 121920 343
4-Bromofluorobenzene 102 70-130 121920 343
Page 8 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA
Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA
Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA
Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA
Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA
Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA
Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA
Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA
Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol (SIM) 387 15-110 122220 2031
Phenol-d6 (SIM) 307 15-110 122220 2031
Nitrobenzene-d5 732 30-130 122220 2031
2-Fluorobiphenyl 726 30-130 122220 2031
246-Tribromophenol (SIM) 101 15-110 122220 2031
p-Terphenyl-d14 905 30-130 122220 2031
Page 9 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05
Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL
Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL
Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Page 10 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL
Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol 473 15-110 122120 1953
Phenol-d6 377 15-110 122120 1953
Nitrobenzene-d5 686 30-130 122120 1953
2-Fluorobiphenyl 785 30-130 122120 1953
246-Tribromophenol 111 15-110 S-07 122120 1953
p-Terphenyl-d14 880 30-130 122120 1953
Page 11 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Polychlorinated Biphenyls By GCECD
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG
Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG
Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG
Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG
Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG
Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG
Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG
Surrogates Recovery Recovery Limits FlagQual
Decachlorobiphenyl [1] 575 30-150 122120 1252
Decachlorobiphenyl [2] 577 30-150 122120 1252
Tetrachloro-m-xylene [1] 803 30-150 122120 1252
Tetrachloro-m-xylene [2] 835 30-150 122120 1252
Page 12 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH
Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH
Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL
Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV
Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH
Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL
Page 13 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH
Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC
Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL
Page 14 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Drinking Water Organics EPA 5041
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB
Surrogates Recovery Recovery Limits FlagQual
13-Dibromopropane (1) 102 70-130 121820 2221
Page 15 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL
Page 16 of 44
[TOC_2]20L0887-02[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH
Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH
Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL
Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV
Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH
Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL
Page 17 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Page 18 of 44
[TOC_1]Sample Preparation Information[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method SW-846 3510C Analytical Method 6083
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273089 1000 500 121820
Prep Method SW-846 5030B Analytical Method 6241
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273078 5 500 121820
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273158 980 100 121920
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273270 980 100 121920
EPA 1664B
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273396 200 122320
Prep Method EPA 2007 Analytical Method EPA 2007
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273165 500 500 121920
20L0887-01 [Influent] B273165 500 121920
20L0887-02 [Receiving Water] B273165 500 500 121920
20L0887-02 [Receiving Water] B273165 500 121920
Prep Method EPA 2008 Analytical Method EPA 2008
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273164 500 500 121920
20L0887-02 [Receiving Water] B273164 500 500 121920
Prep Method EPA 2451 Analytical Method EPA 2451
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273201 600 600 122120
20L0887-02 [Receiving Water] B273201 600 600 122120
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
Page 19 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273112 100 100 121820
EPA 3501
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273331 100 100 122220
20L0887-02 [Receiving Water] B273331 100 100 122220
Prep Method EPA 504 water Analytical Method EPA 5041
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273121 360 350 121820
SM21-22 2540D
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273059 100 121820
SM21-22 3500 Cr B
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273029 500 500 121620
20L0887-02 [Receiving Water] B273029 500 500 121620
SM21-22 4500 CL G
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273038 100 100 121620
Prep Method EPA 2008 Analytical Method Tri Chrome Calc
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273164 500 121920
20L0887-02 [Receiving Water] B273164 500 121920
Page 20 of 44
[TOC_2]Volatile Organic Compounds by GCMS[TOC]
[TOC_3]B273078[TOC]
[TOC_1]QC Data[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
Blank (B273078-BLK1) Prepared 121820 Analyzed 121920
Acetone ND 500 microgL
tert-Amyl Methyl Ether (TAME) ND 0500 microgL
Benzene ND 100 microgL
Bromodichloromethane ND 200 microgL
Bromoform ND 200 microgL
Bromomethane ND 200 microgL
tert-Butyl Alcohol (TBA) ND 200 microgL
Carbon Tetrachloride ND 200 microgL
Chlorobenzene ND 200 microgL
Chlorodibromomethane ND 200 microgL
Chloroethane ND 200 microgL
Chloroform ND 200 microgL
Chloromethane ND 200 microgL
12-Dichlorobenzene ND 200 microgL
13-Dichlorobenzene ND 200 microgL
14-Dichlorobenzene ND 200 microgL
12-Dichloroethane ND 200 microgL
11-Dichloroethane ND 200 microgL
11-Dichloroethylene ND 200 microgL
trans-12-Dichloroethylene ND 200 microgL
12-Dichloropropane ND 200 microgL
cis-13-Dichloropropene ND 200 microgL
14-Dioxane ND 500 microgL
trans-13-Dichloropropene ND 200 microgL
Ethanol ND 500 microgL V-05
Ethylbenzene ND 200 microgL
Methyl tert-Butyl Ether (MTBE) ND 200 microgL
Methylene Chloride ND 500 microgL
1122-Tetrachloroethane ND 200 microgL
Tetrachloroethylene ND 200 microgL
Toluene ND 100 microgL
111-Trichloroethane ND 200 microgL
112-Trichloroethane ND 200 microgL
Trichloroethylene ND 200 microgL
Trichlorofluoromethane (Freon 11) ND 200 microgL
Vinyl Chloride ND 200 microgL
m+p Xylene ND 200 microgL
o-Xylene ND 100 microgL
Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130
Surrogate Toluene-d8 232 microgL 250 930 70-130
Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Acetone 170 500 microgL 200 858 70-160
tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130
Benzene 16 100 microgL 200 822 65-135
Bromodichloromethane 19 200 microgL 200 968 65-135
Bromoform 24 200 microgL 200 121 70-130
Bromomethane 16 200 microgL 200 790 15-185
tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160
Carbon Tetrachloride 18 200 microgL 200 905 70-130
Chlorobenzene 21 200 microgL 200 103 65-135
Page 21 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Chlorodibromomethane 21 200 microgL 200 107 70-135
Chloroethane 17 200 microgL 200 834 40-160
Chloroform 17 200 microgL 200 872 70-135
Chloromethane 60 200 microgL 200 300 20-205
12-Dichlorobenzene 18 200 microgL 200 905 65-135
13-Dichlorobenzene 18 200 microgL 200 924 70-130
14-Dichlorobenzene 18 200 microgL 200 896 65-135
12-Dichloroethane 20 200 microgL 200 100 70-130
11-Dichloroethane 18 200 microgL 200 893 70-130
11-Dichloroethylene 19 200 microgL 200 932 50-150
trans-12-Dichloroethylene 17 200 microgL 200 852 70-130
12-Dichloropropane 20 200 microgL 200 996 35-165
cis-13-Dichloropropene 17 200 microgL 200 852 25-175
14-Dioxane 200 500 microgL 200 101 40-130
trans-13-Dichloropropene 18 200 microgL 200 916 50-150
Ethanol 150 500 microgL 200 738 40-160 V-05
Ethylbenzene 20 200 microgL 200 989 60-140
Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130
Methylene Chloride 15 500 microgL 200 738 60-140
1122-Tetrachloroethane 20 200 microgL 200 100 60-140
Tetrachloroethylene 22 200 microgL 200 112 70-130
Toluene 18 100 microgL 200 902 70-130
111-Trichloroethane 19 200 microgL 200 934 70-130
112-Trichloroethane 21 200 microgL 200 103 70-130
Trichloroethylene 19 200 microgL 200 947 65-135
Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150
Vinyl Chloride 13 200 microgL 200 662 5-195
m+p Xylene 40 200 microgL 400 101 70-130
o-Xylene 20 100 microgL 200 100 70-130
Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130
Surrogate Toluene-d8 240 microgL 250 961 70-130
Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130
Page 22 of 44
[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]
[TOC_3]B273270[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273270 - SW-846 3510C
LCS (B273270-BS1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143
Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410
Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159
Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434
Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158
Chrysene (SIM) 40 microgL 500 835 17-168417
Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227
Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426
Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176
Surrogate 2-Fluorophenol 855 microgL 200 427 15-110
Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110
Surrogate Phenol-d6 657 microgL 200 328 15-110
Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110
Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130
Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130
Surrogate 246-Tribromophenol 124 microgL 140 884 15-110
Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110
Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130
LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53
Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72
Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71
Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63
Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82
Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87
Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126
Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99
Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86
Surrogate 2-Fluorophenol 897 microgL 200 448 15-110
Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110
Surrogate Phenol-d6 708 microgL 200 354 15-110
Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110
Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130
Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130
Surrogate 246-Tribromophenol 136 microgL 140 972 15-110
Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110
Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130
Page 23 of 44
[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]
[TOC_3]B273158[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
4-Nitrophenol
N-Nitrosodimethylamine
N-Nitrosodi-n-propylamine
2-Methylnaphthalene
Phenanthrene
2-Methylphenol
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
102
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
100
100
100
500
500
100
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
200 509 15-110
L-04 R-05 V-04
V-05
Page 24 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1) Prepared 121920 Analyzed 122120
Surrogate Phenol-d6 777 microgL 200 389 15-110
Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130
Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130
Surrogate 246-Tribromophenol 144 microgL 140 102 15-110
Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130
LCS (B273158-BS1) Prepared 121920 Analyzed 122120
Acenaphthene 409 500 microgL 500 817 47-145
Acenaphthylene 398 500 microgL 500 797 33-145
Anthracene 406 500 microgL 500 812 27-133
Benzidine
Benzo(ghi)perylene
817
479
200
500
microgL
microgL
100 817 40-140
500 957 10-219
V-04 V-05 L-04
R-05
4-Bromophenylphenylether 376 100 microgL 500 751 53-127
Butylbenzylphthalate 400 100 microgL 500 800 10-152
4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147
Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158
Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166
2-Chloronaphthalene 336 100 microgL 500 672 60-120
2-Chlorophenol 364 100 microgL 500 728 23-134
4-Chlorophenylphenylether 388 100 microgL 500 776 25-158
Di-n-butylphthalate 389 100 microgL 500 778 10-120
13-Dichlorobenzene 302 500 microgL 500 604 10-172
14-Dichlorobenzene 311 500 microgL 500 622 20-124
12-Dichlorobenzene 319 500 microgL 500 638 32-129
33-Dichlorobenzidine 427 100 microgL 100 427 10-262
24-Dichlorophenol 414 100 microgL 500 827 39-135
Diethylphthalate 390 100 microgL 500 780 10-120
24-Dimethylphenol 368 100 microgL 500 737 32-120
Dimethylphthalate 385 100 microgL 500 770 10-120
46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181
24-Dinitrophenol 512 100 microgL 500 102 10-191
24-Dinitrotoluene 433 100 microgL 500 865 39-139
26-Dinitrotoluene 432 100 microgL 500 864 50-158
Di-n-octylphthalate 384 100 microgL 500 767 4-146
12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140
Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158
Fluoranthene 404 500 microgL 500 807 26-137
Fluorene 411 500 microgL 500 821 59-121
Hexachlorobenzene 401 100 microgL 500 802 10-152
Hexachlorobutadiene 335 100 microgL 500 670 24-120
Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140
Hexachloroethane 301 100 microgL 500 602 40-120
Isophorone 401 100 microgL 500 802 21-196
Naphthalene 363 500 microgL 500 727 21-133
Nitrobenzene 350 100 microgL 500 701 35-180
2-Nitrophenol 443 100 microgL 500 886 29-182
4-Nitrophenol 232 100 microgL 500 463 10-132
N-Nitrosodimethylamine 204 100 microgL 500 407 40-140
N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230
2-Methylnaphthalene 424 500 microgL 500 848 40-140
Phenanthrene 402 500 microgL 500 803 54-120
2-Methylphenol 362 100 microgL 500 725 40-140
Page 25 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS (B273158-BS1)
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
Surrogate Phenol-d6
Surrogate Nitrobenzene-d5
Surrogate 2-Fluorobiphenyl
Surrogate 246-Tribromophenol
Surrogate p-Terphenyl-d14
180
349
395
346
425
111
867
760
821
153
876
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 361 5-120
500 699 40-140
500 790 52-120
500 691 44-142
500 851 37-144
200 553 15-110
200 434 15-110
100 760 30-130
100 821 30-130
140 109 15-110
100 876 30-130
LCS Dup (B273158-BSD1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
354
338
354
520
408
331
345
364
286
298
272
311
333
337
243
247
262
370
352
339
305
336
392
450
377
374
322
314
339
355
355
351
270
296
246
339
296
294
365
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 708 47-145
500 677 33-145
500 708 27-133
100 520 40-140
500 816 10-219
500 662 53-127
500 690 10-152
500 729 22-147
500 571 12-158
500 597 36-166
500 544 60-120
500 623 23-134
500 665 25-158
500 674 10-120
500 485 10-172
500 494 20-124
500 524 32-129
100 370 10-262
500 705 39-135
500 678 10-120
500 610 32-120
500 672 10-120
500 785 10-181
500 901 10-191
500 754 39-139
500 747 50-158
500 644 4-146
500 628 40-140
500 678 8-158
500 711 26-137
500 711 59-121
500 703 10-152
500 539 24-120
500 593 40-140
500 493 40-120
500 678 21-196
500 593 21-133
500 588 35-180
500 730 29-182
143
163
136
444
159
127
147
131
155
163
211
157
154
143
217
231
195
144
160
140
189
135
125
129
138
145
175
116
154
127
144
132
216
195
199
168
203
175
194
48
74
66
30
97
43
60
73
108
76
24
61
61
47
30
30
30
108
50
100
58
183
203
132
42
48
69
30
82
66
38
55
62
30
52
93
65
62
55
L-04 R-05 V-04
V-05
L-07
Page 26 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120
4-Nitrophenol 213 100 microgL 500 426 10-132 841 131
N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07
N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87
2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30
Phenanthrene 352 500 microgL 500 704 54-120 132 39
2-Methylphenol 323 100 microgL 500 647 40-140 114 30
Phenol 160 100 microgL 500 320 5-120 121 64
34-Methylphenol 310 200 microgL 500 619 40-140 121 30
Pyrene 347 500 microgL 500 694 52-120 130 49
124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50
246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58
Surrogate 2-Fluorophenol 957 microgL 200 479 15-110
Surrogate Phenol-d6 760 microgL 200 380 15-110
Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130
Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130
Surrogate 246-Tribromophenol 129 microgL 140 920 15-110
Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130
Page 27 of 44
[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]
[TOC_3]B273089[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Polychlorinated Biphenyls By GCECD - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273089 - SW-846 3510C
Blank (B273089-BLK1) Prepared 121820 Analyzed 122120
Aroclor-1016 ND 0100 microgL
Aroclor-1016 [2C] ND 0100 microgL
Aroclor-1221 ND 0100 microgL
Aroclor-1221 [2C] ND 0100 microgL
Aroclor-1232 ND 0100 microgL
Aroclor-1232 [2C] ND 0100 microgL
Aroclor-1242 ND 0100 microgL
Aroclor-1242 [2C] ND 0100 microgL
Aroclor-1248 ND 0100 microgL
Aroclor-1248 [2C] ND 0100 microgL
Aroclor-1254 ND 0100 microgL
Aroclor-1254 [2C] ND 0100 microgL
Aroclor-1260 ND 0100 microgL
Aroclor-1260 [2C] ND 0100 microgL
Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150
Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150
Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150
Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150
LCS (B273089-BS1) Prepared 121820 Analyzed 122120
Aroclor-1016 0481 0200 microgL 0500 962 50-140
Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140
Aroclor-1260 0458 0200 microgL 0500 916 8-140
Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140
Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150
Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150
Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150
Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150
LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120
Aroclor-1016 0458 0200 microgL 0500 916 50-140 488
Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628
Aroclor-1260 0423 0200 microgL 0500 847 8-140 784
Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827
Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150
Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150
Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150
Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150
Page 28 of 44
[TOC_2]Metals Analyses (Total)[TOC]
[TOC_3]B273164[TOC]
[TOC_3]B273165[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273164 - EPA 2008
Blank (B273164-BLK1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
10
080
020
10
10
050
50
50
020
10
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
LCS (B273164-BS1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
484
487
473
951
474
477
476
451
955
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
931
969
974
946
951
948
953
952
903
955
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
479
489
476
955
472
480
476
453
954
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
930
959
978
951
955
944
960
951
907
954
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
00503
101
0421
0527
0360
0435
0713
00436
0425
0143
20
20
20
20
20
20
20
20
20
20
Batch B273165 - EPA 2007
Blank (B273165-BLK1) Prepared 121920 Analyzed 122120
Iron
Hardness
ND
ND
0050
14
mgL
mgL
LCS (B273165-BS1) Prepared 121920 Analyzed 122120
Iron
Hardness
412
27
0050
14
mgL
mgL
400
264
103
101
85-115
85-115
Page 29 of 44
[TOC_3]B273201[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273165 - EPA 2007
LCS Dup (B273165-BSD1)
Iron
Hardness
408
26
0050
14
mgL
mgL
Prepared 121920 Analyzed 122120
400 102 85-115
264 993 85-115
0946
130
20
20
Batch B273201 - EPA 2451
Blank (B273201-BLK1)
Mercury ND 000010 mgL
Prepared amp Analyzed 122120
LCS (B273201-BS1)
Mercury 000398 000010 mgL
Prepared amp Analyzed 122120
000400 995 85-115
LCS Dup (B273201-BSD1)
Mercury 000426 000010 mgL
Prepared amp Analyzed 122120
000400 107 85-115 692 20
Page 30 of 44
PAAPHASW-846 Methods (Total)[TOC]
[TOC_3]B273029[TOC]
[TOC_3]B273038[TOC]
[TOC_3]B273059[TOC]
[TOC_3]B273112[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273029 - SM21-22 3500 Cr B
Blank (B273029-BLK1)
Hexavalent Chromium ND 00040 mgL
Prepared amp Analyzed 121620
LCS (B273029-BS1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 101 90-115
LCS Dup (B273029-BSD1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 104 90-115 248 11
Batch B273038 - SM21-22 4500 CL G
Blank (B273038-BLK1)
Chlorine Residual ND 0020 mgL
Prepared amp Analyzed 121620
LCS (B273038-BS1)
Chlorine Residual 066 0020 mgL
Prepared amp Analyzed 121620
0641 102 853-130
LCS Dup (B273038-BSD1)
Chlorine Residual 067 0020 mgL
Prepared amp Analyzed 121620
0641 105 853-130 233 136
Duplicate (B273038-DUP1)
Chlorine Residual
Source 20L0887-01
ND 0020 mgL
Prepared amp Analyzed 121620
ND NC 294
Matrix Spike (B273038-MS1)
Chlorine Residual
Source 20L0887-01
026 0020 mgL
Prepared amp Analyzed 121620
0300 ND 858 10-169
Batch B273059 - SM21-22 2540D
Blank (B273059-BLK1)
Total Suspended Solids ND 25 mgL
Prepared amp Analyzed 121820
LCS (B273059-BS1)
Total Suspended Solids 190 10 mgL
Prepared amp Analyzed 121820
200 950 574-123
Batch B273112 - EPA 3000
Blank (B273112-BLK1)
Chloride ND 10 mgL
Prepared amp Analyzed 121820
LCS (B273112-BS1)
Chloride 10 mgL
Prepared amp Analyzed 121820
100 101 90-110
Page 31 of 44
[TOC_3]B273331[TOC]
[TOC_3]B273396[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273112 - EPA 3000
LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820
Chloride 10 mgL 100 101 90-110 0511 20
Batch B273331 - EPA 3501
Blank (B273331-BLK1) Prepared 122220 Analyzed 122320
Ammonia as N ND 010 mgL
LCS (B273331-BS1) Prepared 122220 Analyzed 122320
Ammonia as N 19 010 mgL 200 966 90-110
LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320
Ammonia as N 20 010 mgL 200 100 90-110 341 20
Batch B273396 - EPA 1664B
Blank (B273396-BLK1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 14 mgL
LCS (B273396-BS1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132
Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18
Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132
Page 32 of 44
[TOC_2]Drinking Water Organics EPA 5041[TOC]
[TOC_3]B273121[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Drinking Water Organics EPA 5041 - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273121 - EPA 504 water
Blank (B273121-BLK1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
ND
110
0021 microgL
microgL
Prepared amp Analyzed 121820
106 104 70-130
LCS (B273121-BS1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0230
106
0021 microgL
microgL
Prepared amp Analyzed 121820
0260 884
104 102
70-130
70-130
LCS Dup (B273121-BSD1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0221
111
0021 microgL
microgL
Prepared amp Analyzed 121820
0257 860
103 108
70-130
70-130
387
Page 33 of 44
[TOC_1]Dual Column RPD Report[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0481
2 0000 0000 0000 0477 06
Aroclor-1260 1 0000 0000 0000 0458
2 0000 0000 0000 0450 22
Page 34 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0458
2 0000 0000 0000 0448 26
Aroclor-1260 1 0000 0000 0000 0423
2 0000 0000 0000 0414 14
Page 35 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0230
Page 36 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0221
Page 37 of 44
[TOC_1]FlagQualifier Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
FLAGQUALIFIER SUMMARY
QC result is outside of established limits
Wide recovery limits established for difficult compound
Wide RPD limits established for difficult compound
Data exceeded client recommended or regulatory level
ND Not Detected
RL Reporting Limit is at the level of quantitation (LOQ)
DL Detection Limit is the lower limit of detection determined by the MDL study
MCL Maximum Contaminant Level
Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the
calculation which have not been rounded
No results have been blank subtracted unless specified in the case narrative section
J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated
concentration (CLP J-Flag)
L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits
Reported value for this compound is likely to be biased on the low side
L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but
the other is within limits RPD between the two LFBLCS results is within method specified criteria
R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any
reported value for this compound
S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All
recoveries are gt 10
V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where
RSD is outside of method specified criteria Reported result is estimated
V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for
this compound
Page 38 of 44
[TOC_1]Certifications[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6083 in Water
Aroclor-1016 CTMANHNYRINCMEVA
Aroclor-1016 [2C] CTMANHNYRINCMEVA
Aroclor-1221 CTMANHNYRINCMEVA
Aroclor-1221 [2C] CTMANHNYRINCMEVA
Aroclor-1232 CTMANHNYRINCMEVA
Aroclor-1232 [2C] CTMANHNYRINCMEVA
Aroclor-1242 CTMANHNYRINCMEVA
Aroclor-1242 [2C] CTMANHNYRINCMEVA
Aroclor-1248 CTMANHNYRINCMEVA
Aroclor-1248 [2C] CTMANHNYRINCMEVA
Aroclor-1254 CTMANHNYRINCMEVA
Aroclor-1254 [2C] CTMANHNYRINCMEVA
Aroclor-1260 CTMANHNYRINCMEVA
Aroclor-1260 [2C] CTMANHNYRINCMEVA
6241 in Water
Acetone CTNYMANH
tert-Amyl Methyl Ether (TAME) MA
Benzene CTNYMANHRINCMEVA
Bromodichloromethane CTNYMANHRINCMEVA
Bromoform CTNYMANHRINCMEVA
Bromomethane CTNYMANHRINCMEVA
tert-Butyl Alcohol (TBA) NYMA
Carbon Tetrachloride CTNYMANHRINCMEVA
Chlorobenzene CTNYMANHRINCMEVA
Chlorodibromomethane CTNYMANHRINCMEVA
Chloroethane CTNYMANHRINCMEVA
Chloroform CTNYMANHRINCMEVA
Chloromethane CTNYMANHRINCMEVA
12-Dichlorobenzene CTNYMANHRINCMEVA
13-Dichlorobenzene CTNYMANHRINCMEVA
14-Dichlorobenzene CTNYMANHRINCMEVA
12-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethylene CTNYMANHRINCMEVA
trans-12-Dichloroethylene CTNYMANHRINCMEVA
12-Dichloropropane CTNYMANHRINCMEVA
cis-13-Dichloropropene CTNYMANHRINCMEVA
14-Dioxane MA
trans-13-Dichloropropene CTNYMANHRINCMEVA
Ethanol NYMANH
Ethylbenzene CTNYMANHRINCMEVA
Methyl tert-Butyl Ether (MTBE) NYMANHNC
Methylene Chloride CTNYMANHRINCMEVA
Naphthalene NYMANC
1122-Tetrachloroethane CTNYMANHRINCMEVA
Tetrachloroethylene CTNYMANHRINCMEVA
Page 39 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6241 in Water
Toluene CTNYMANHRINCMEVA
124-Trichlorobenzene MANC
111-Trichloroethane CTNYMANHRINCMEVA
112-Trichloroethane CTNYMANHRINCMEVA
Trichloroethylene CTNYMANHRINCMEVA
Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA
Vinyl Chloride CTNYMANHRINCMEVA
m+p Xylene CTNYMANHRINC
o-Xylene CTNYMANHRINC
6251 in Water
Acenaphthene CTMANHNYNCRIMEVA
Acenaphthylene CTMANHNYNCRIMEVA
Anthracene CTMANHNYNCRIMEVA
Benzidine CTMANHNYNCRIMEVA
Benzo(ghi)perylene CTMANHNYNCRIMEVA
4-Bromophenylphenylether CTMANHNYNCRIMEVA
Butylbenzylphthalate CTMANHNYNCRIMEVA
4-Chloro-3-methylphenol CTMANHNYNCRIVA
Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA
Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA
2-Chloronaphthalene CTMANHNYNCRIMEVA
2-Chlorophenol CTMANHNYNCRIMEVA
4-Chlorophenylphenylether CTMANHNYNCRIMEVA
Di-n-butylphthalate CTMANHNYNCRIMEVA
13-Dichlorobenzene MANC
14-Dichlorobenzene MANC
12-Dichlorobenzene MANC
33-Dichlorobenzidine CTMANHNYNCRIMEVA
24-Dichlorophenol CTMANHNYNCRIMEVA
Diethylphthalate CTMANHNYNCRIMEVA
24-Dimethylphenol CTMANHNYNCRIMEVA
Dimethylphthalate CTMANHNYNCRIMEVA
46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA
24-Dinitrophenol CTMANHNYNCRIMEVA
24-Dinitrotoluene CTMANHNYNCRIMEVA
26-Dinitrotoluene CTMANHNYNCRIMEVA
Di-n-octylphthalate CTMANHNYNCRIMEVA
12-DiphenylhydrazineAzobenzene NC
Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA
Fluoranthene CTMANHNYNCRIMEVA
Fluorene CTMANHNYNCRIMEVA
Hexachlorobenzene CTMANHNYNCRIMEVA
Hexachlorobutadiene CTMANHNYNCRIMEVA
Hexachlorocyclopentadiene CTMANHNYNCRIMEVA
Hexachloroethane CTMANHNYNCRIMEVA
Isophorone CTMANHNYNCRIMEVA
Page 40 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6251 in Water
Naphthalene CTMANHNYNCRIMEVA
Nitrobenzene CTMANHNYNCRIMEVA
2-Nitrophenol CTMANHNYNCRIMEVA
4-Nitrophenol CTMANHNYNCRIMEVA
N-Nitrosodimethylamine CTMANHNYNCRIMEVA
N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA
2-Methylnaphthalene NC
Phenanthrene CTMANHNYNCRIMEVA
2-Methylphenol NYNC
Phenol CTMANHNYNCRIMEVA
34-Methylphenol NYNC
Pyrene CTMANHNYNCRIMEVA
124-Trichlorobenzene CTMANHNYNCRIMEVA
246-Trichlorophenol CTMANHNYNCRIMEVA
2-Fluorophenol NC
2-Fluorophenol NCVA
Phenol-d6 VA
Nitrobenzene-d5 VA
EPA 2007 in Water
Iron CTMANHNYRINCMEVA
Hardness CTMANHNYRIVA
EPA 2008 in Water
Antimony CTMANHNYRINCMEVA
Arsenic CTMANHNYRINCMEVA
Cadmium CTMANHNYRINCMEVA
Chromium CTMANHNYRINCMEVA
Copper CTMANHNYRINCMEVA
Lead CTMANHNYRINCMEVA
Nickel CTMANHNYRINCMEVA
Selenium CTMANHNYRINCMEVA
Silver CTMANHNYRINCMEVA
Zinc CTMANHNYRINCMEVA
EPA 2451 in Water
Mercury CTMANHRINYNCMEVA
EPA 3000 in Water
Chloride NCNYMAVAMENHCTRI
EPA 3501 in Water
Ammonia as N NCNYMANHRIMEVA
SM21-22 2540D in Water
Total Suspended Solids CTMANHNYRINCMEVA
SM21-22 3500 Cr B in Water
Hexavalent Chromium NYCTNHRIMEVANC
SM21-22 4500 CL G in Water
Chlorine Residual CTMARIME
Page 41 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
SM21-22 4500 CN E in Water
Cyanide CTMANHNYRINCMEVA
Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations
Code Description Number Expires
AIHA AIHA-LAP LLC - ISO170252017 100033 0312022
MA Massachusetts DEP M-MA100 06302021
CT Connecticut Department of Publilc Health PH-0567 09302021
NY New York State Department of Health 10899 NELAP 0412021
NH-S New Hampshire Environmental Lab 2516 NELAP 0252021
RI Rhode Island Department of Health LAO00112 12302020
NC North Carolina Div of Water Quality 652 12312020
NJ New Jersey DEP MA007 NELAP 06302021
FL Florida Department of Health E871027 NELAP 06302021
VT Vermont Department of Health Lead Laboratory LL720741 07302021
ME State of Maine MA00100 0692021
VA Commonwealth of Virginia 460217 12142021
NH-P New Hampshire Environmental Lab 2557 NELAP 0962021
VT-DW Vermont Department of Health Drinking Water VT-255716 06122021
NC-DW North Carolina Department of Health 25703 07312021
PA Commonwealth of Pennsylvania DEP 68-05812 06302021
MI Dept of Env Great Lakes and Energy 9100 0962021
Page 42 of 44
Table of Contents
Page 43 of 44
Table of Contents
Page 44 of 44
Appendix C
Cutsheets
1
2
31
2
1
2
ROD HOOPS
C B A
6 EXTERNAL FEED LINE w
WELDED NIPPLE amp FISH PLATE 313
3
8
169
5
16
6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w
1
BLIND FLANGE 6 BUTTERFLY VALVE
1
(2)
1
2
Couplings
w Plugs
(3) 22 MANWAYS
6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE
ADD LIGHT PROTECTION
BARS BEHIND LIGHTS
480
GLADHAND w FISH PLATE
568
9
16
TUBE 4 x 2 x
1
4
x 65
7
8
TUBE 4 x 2 x
1
4
x 65
3
8
66
TOP OF WEIR TOP OF WEIR
6 TYP
65
1
2
WEIR WEIR
503
C B A
STANDARD SPECIFICATION
CAPACITY 18480 GALLONS (440 BBL)
SIDE SHEETS 14 A36 PLATE
FRONT SHEET 14 A36 PLATE
REAR SHEET 14 A36 PLATE
FLOOR 14 A36 PLATE
MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL
FLOOR CROSSMEMBERS 14 A36 PLATE
SIDE STAKES ONE PIECE 316 A36 PLATE
SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY
AXLE 775 TRACK 22500 LBS CAPACITY
TIRES 11R225 RADIAL
WHEELS 825 x 225 STEEL
MANWAYS 3 - 22 DIA CURB SIDE
VALVES 3 - 6 BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (REAR)
2 - 6 BLIND FLANGE CONNECTION (REAR)
INLET PIPING 1 - 6 PIPE SYSTEM (REAR)
BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)
(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)
PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT
(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT
2
ROD HOOPS
16
UNDER WEIR
OVER WEIR
TUBE 4 x 2 x
1
4
x 95
3
8
STIFFENER
12
90
11
16
T
YP
102
11
16
8T
YP
SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A
NOTE
This drawing is a representation baseline for this model of tank Variations between
this drawing and the actual equipment do exist primarily with appurtenance locations
sizes and quantities
65
3
4
102
118
86
11
16
16
ALL CONNECTIONS MUST
HAVE INTERNAL FLANGES
4 TYP
5
11
16
1
2
ROD HOOPS
22
512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031
PINNACLE MFG THIS DRAWING amp ALL INFORMATION
OTHERWISE NOTED
TOLERANCE UNLESS
NOTES
THEREON IS THE PROPERTY OF
PINNACLE Mfg LLC
1 DO NOT SCALE PRINT
X plusmn 060
2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST
XX plusmn 030
3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS
XXX plusmn 010
MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS
AL470-WT
Lockwood Spec
MATERIAL MATERIAL
FIRST USED ECN
DRW FK
DRAWING NO
SIZE REV
DATE 17-1004
SCALE NTS
BOOK NO
DESCRIPTION
PLASMA DXF FILE
B
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
24
20
CATION EXCHANGE RESIN SOFTENING GRADE
Na FORM CGS
RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do
NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY
FEATURES amp BENEFITS
bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners
bull LOW COLOR THROW
bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop
bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA
Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse
HYDRAULIC PROPERTIES
Pressure Loss Backwash Expansion 100
40degF 60degF 80degF 100degF
40degF 60degF 80degF 100degF
Perc
ent
of E
xpan
sion
80
60
40
20
psi
ft o
f Res
in
16
12
04
00 0 00 50 100 150 200 00 30 60 90 120
gpm sqft gpm sqft
PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures
160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom
08
RESINTECHreg CGS
PHYSICAL PROPERTIES
Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity
Sodium form gt18 meqmL Water Retention
Sodium form 40 to 52 percent Approximate Shipping Weight
Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request
SUGGESTED OPERATING CONDITIONS
Maximum continuous temperature Sodium form 250˚F
Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration
Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft
APPLICATIONS
SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications
0 0 5 10 15 20
5
10
15
20
25
30
Cap
acit
y K
ilogr
ains
per
cu
ft
Salt Dose lbs per cu ft
CGS Softening Capacity
Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied
0 0 5 10 15 20
3
6
9
12
15
Leak
age
ppm
as
CaCO
3
Salt Dose lbs per cu ft
CGS Hardness Leakage
Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support
East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins
MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11
SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM
reg
RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers
FEATURES amp BENEFITS
bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA
bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers
bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS
bull SUPERIOR PHYSICAL STABILITY
bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications
For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels
HYDRAULIC PROPERTIES
Pres
sure
Dro
p p
sift
3
2
1
0
0 2 4
Pressure Drop
o F40
o F60
o F80
100o F
6 8 10 12 14 16 18 20
Flow Rate gpmsqft
Perc
ent E
xpan
sion
100
80
60
40
20
0
00
Backwash Expansion
o F40 o F
60o F
80
100
10 20 30
Flow Rate gpmsqft
o F
40
PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign
matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form
1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom
RESINTECHreg SBG1
PHYSICAL PROPERTIES
Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3
+Clndash
Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50
+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent
pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention
Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent
Solubility Insoluble Approximate Shipping Weight
Cl Form 44 lbscuft OH Form 41 lbscuft
Swelling Cl- to OH- 18 to 25 percent Total Capacity
Cl Form 145 meqml min OH Form 115 meqml min
SUGGESTED OPERATING CONDITIONS
Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF
Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates
Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft
OPERATING CAPACITY
The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table
Pounds NaOHft3
Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3
4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222
APPLICATIONS
DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications
RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams
Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions
RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates
CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins
Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions
SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC
GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS
PERFORMANCE
ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better
RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)
160degF constant PRESSURE RATING 150 psi
MATERIALS
TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel
Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact
plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional
REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The
register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking
hasp COATING Fusion-bonded epoxy
OPTIONS
bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal
flowrates bull Electronic Propeller Meter available in all sizes of this
model bull A complete line of flow recordingcontrol
instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results
McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS
Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order
FOR MORE INFORMATION CONTACT
copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom
Appendix D
Supporting Information
- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR
^ _ _ a _ _ _ bc
13
13
13 13 13 13 13 13 13 13 13 13 13
Documentation of the Results of the ESA Eligibility Determination
Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area
An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site
bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County
Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat
Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat
United States Department of the Interior FISH AND WILDLIFE SERVICE
New England Ecological Services Field Office 70 Commercial Street Suite 300
Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104
httpwwwfwsgovnewengland
In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street
Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project
To Whom It May Concern
The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)
New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list
The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat
2 12162020 Event Code 05E1NE00-2021-E-02261
A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212
If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at
httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats
Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml
We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office
Attachment(s)
Official Species List
1 12162020 Event Code 05E1NE00-2021-E-02261
Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action
This species list is provided by
New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541
2 12162020 Event Code 05E1NE00-2021-E-02261
Project Summary Consultation Code 05E1NE00-2021-SLI-0752
Event Code 05E1NE00-2021-E-02261
Project Name 1600 Osgood Street
Project Type Water Withdrawal Depletion
Project Description Construction Dewatering
Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W
Counties Essex MA
3 12162020 Event Code 05E1NE00-2021-E-02261
Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list
Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce
See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions
1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce
Mammals NAME STATUS
Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045
Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION
Documentation of the National Historic Preservation Act Eligibility Determination
As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties
MACRIS Search Results
Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure
Inv No Property Name Street Town Year
Wednesday December 16 2020 Page 1 of 1
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 15 of 24
B Receiving water information 1 Name of receiving water(s) Waterbody identification of receiving water(s) Classification of receiving water(s)
Receiving water is (check any that apply) Outstanding Resource Water Ocean Sanctuary territorial sea Wild and Scenic River
2 Has the operator attached a location map in accordance with the instructions in B above (check one) Yes No
Are sensitive receptors present near the site (check one) Yes No
If yes specify
3 Indicate if the receiving water(s) is listed in the Statersquos Integrated List of Waters (ie CWA Section 303(d)) Include which designated uses are impaired and any
pollutants indicated Also indicate if a final TMDL is available for any of the indicated pollutants For more information contact the appropriate State as noted in Part
46 of the RGP
4 Indicate the seven day-ten-year low flow (7Q10) of the receiving water determined in accordance with the instructions in
Appendix V for sites located in Massachusetts and Appendix VI for sites located in New Hampshire
5 Indicate the requested dilution factor for the calculation of water quality-based effluent limitations (WQBELs) determined in
accordance with the instructions in Appendix V for sites in Massachusetts and Appendix VI for sites in New Hampshire
6 Has the operator received confirmation from the appropriate State for the 7Q10and dilution factor indicated (check one) Yes No
If yes indicate date confirmation received
7 Has the operator attached a summary of receiving water sampling results as required in Part 42 of the RGP in accordance with the instruction in Appendix VIII
(check one) Yes No
C Source water information
1 Source water(s) is (check any that apply)
Contaminated groundwater
Has the operator attached a summary of influent
sampling results as required in Part 42 of the RGP
in accordance with the instruction in Appendix
VIII (check one)
Yes No
Contaminated surface water
Has the operator attached a summary of influent
sampling results as required in Part 42 of the
RGP in accordance with the instruction in
Appendix VIII (check one)
Yes No
The receiving water Potable water if so indicate
municipality or origin
A surface water other
than the receiving water if
so indicate waterbody Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 16 of 24
2 Source water contaminants
a For source waters that are contaminated groundwater or contaminated
surface water indicate are any contaminants present that are not included in
the RGP (check one) Yes No If yes indicate the contaminant(s) and
the maximum concentration present in accordance with the instructions in
Appendix VIII
b For a source water that is a surface water other than the receiving water potable water
or other indicate any contaminants present at the maximum concentration in accordance
with the instructions in Appendix VIII (check one) Yes No
3 Has the source water been previously chlorinated or otherwise contains residual chlorine (check one) Yes No
D Discharge information
1The discharge(s) is a(n) (check any that apply) Existing discharge New discharge New source
Outfall(s) Outfall location(s) (Latitude Longitude)
Discharges enter the receiving water(s) via (check any that apply) Direct discharge to the receiving water Indirect discharge if so specify
A private storm sewer system A municipal storm sewer system
If the discharge enters the receiving water via a private or municipal storm sewer system
Has notification been provided to the owner of this system (check one) Yes No
Has the operator has received permission from the owner to use such system for discharges (check one) Yes No if so explain with an estimated timeframe for
obtaining permission
Has the operator attached a summary of any additional requirements the owner of this system has specified (check one) Yes No
Provide the expected start and end dates of discharge(s) (monthyear)
Indicate if the discharge is expected to occur over a duration of less than 12 months 12 months or more is an emergency discharge
Has the operator attached a site plan in accordance with the instructions in D above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 17 of 24
2 Activity Category (check all that apply) 3 Contamination Type Category (check all that apply)
I ndash Petroleum-Related Site Remediation
II ndash Non-Petroleum-Related Site Remediation
III ndash Contaminated Site Dewatering
IV ndash Dewatering of Pipelines and Tanks
V ndash Aquifer Pump Testing
VI ndash Well DevelopmentRehabilitation
VII ndash Collection Structure DewateringRemediation
VIII ndash Dredge-Related Dewatering
a If Activity Category I or II (check all that apply)
A Inorganics
B Non-Halogenated Volatile Organic Compounds
C Halogenated Volatile Organic Compounds
D Non-Halogenated Semi-Volatile Organic Compounds
E Halogenated Semi-Volatile Organic Compounds
F Fuels Parameters
b If Activity Category III IV V VI VII or VIII (check either G or H)
G Sites with Known
Contamination H Sites with Unknown Contamination
c If Category III-G IV-G V-G VI-G
VII-G or VIII-G (check all that apply)
A Inorganics
B Non-Halogenated Volatile
Organic Compounds
C Halogenated Volatile Organic
Compounds
D Non-Halogenated Semi-Volatile
Organic Compounds
E Halogenated Semi-Volatile
Organic Compounds
F Fuels Parameters
d If Category III-H IV-H V-H VI-H VII-H or
VIII-H Contamination Type Categories A through
F apply
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 18 of 24
4 Influent and Effluent Characteristics
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
A Inorganics
Ammonia Report mgL ---
Chloride Report microgl ---
Total Residual Chlorine 02 mgL
Total Suspended Solids 30 mgL
Antimony 206 microgL
Arsenic 104 microgL
Cadmium 102 microgL
Chromium III 323 microgL
Chromium VI 323 microgL
Copper 242 microgL
Iron 5000 microgL
Lead 160 microgL
Mercury 0739 microgL
Nickel 1450 microgL
Selenium 2358 microgL
Silver 351 microgL
Zinc 420 microgL
Cyanide 178 mgL
B Non-Halogenated VOCs
Total BTEX 100 microgL ---
Benzene 50 microgL ---
14 Dioxane 200 microgL ---
Acetone 797 mgL ---
Phenol 1080 microgL
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 19 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
C Halogenated VOCs
Carbon Tetrachloride 44 microgL
12 Dichlorobenzene 600 microgL ---
13 Dichlorobenzene 320 microgL ---
14 Dichlorobenzene 50 microgL ---
Total dichlorobenzene 763 microgL in NH ---
11 Dichloroethane 70 microgL ---
12 Dichloroethane 50 microgL ---
11 Dichloroethylene 32 microgL ---
Ethylene Dibromide 005 microgL ---
Methylene Chloride 46 microgL ---
111 Trichloroethane 200 microgL ---
112 Trichloroethane 50 microgL ---
Trichloroethylene 50 microgL ---
Tetrachloroethylene 50 microgL
cis-12 Dichloroethylene 70 microgL ---
Vinyl Chloride 20 microgL ---
D Non-Halogenated SVOCs
Total Phthalates 190 microgL
Diethylhexyl phthalate 101 microgL
Total Group I PAHs 10 microgL ---
Benzo(a)anthracene
As Total PAHs
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Chrysene
Dibenzo(ah)anthracene
Indeno(123-cd)pyrene
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 20 of 24
Parameter
Known
or
believed
absent
Known
or
believed
present
of
samples
Test
method
()
Detection
limit
(microgl)
Influent Effluent Limitations
Daily
maximum
(microgl)
Daily
average
(microgl)
TBEL WQBEL
Total Group II PAHs 100 microgL ---
Naphthalene 20 microgL ---
E Halogenated SVOCs
Total PCBs 0000064 microgL ---
Pentachlorophenol 10 microgL ---
F Fuels Parameters
Total Petroleum
Hydrocarbons 50 mgL ---
Ethanol Report mgL ---
Methyl-tert-Butyl Ether 70 microgL
tert-Butyl Alcohol 120 microgL in MA
40 microgL in NH ---
tert-Amyl Methyl Ether 90 microgL in MA
140 microgL in NH ---
Other (ie pH temperature hardness salinity LC50 additional pollutants present) if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 21 of 24
E Treatment system information
1 Indicate the type(s) of treatment that will be applied to effluent prior to discharge (check all that apply)
AdsorptionAbsorption Advanced Oxidation Processes Air Stripping Granulated Activated Carbon (ldquoGACrdquo)Liquid Phase Carbon Adsorption
Ion Exchange PrecipitationCoagulationFlocculation SeparationFiltration Other if so specify
2 Provide a written description of all treatment system(s) or processes that will be applied to the effluent prior to discharge
Identify each major treatment component (check any that apply)
Fractionation tanks Equalization tank Oilwater separator Mechanical filter Media filter
Chemical feed tank Air stripping unit Bag filter Other if so specify
Indicate if either of the following will occur (check any that apply)
Chlorination De-chlorination
3 Provide the design flow capacity in gallons per minute (gpm) of the most limiting component
Indicate the most limiting component
Is use of a flow meter feasible (check one) Yes No if so provide justification
Provide the proposed maximum effluent flow in gpm
Provide the average effluent flow in gpm
If Activity Category IV applies indicate the estimated total volume of water that will be discharged
4 Has the operator attached a schematic of flow in accordance with the instructions in E above (check one) Yes No
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 22 of 24
F Chemical and additive information 1 Indicate the type(s) of chemical or additive that will be applied to effluent prior to discharge or that may otherwise be present in the discharge(s) (check all that apply)
Algaecidesbiocides Antifoams Coagulants Corrosionscale inhibitors Disinfectants Flocculants Neutralizing agents Oxidants Oxygen scavengers pH conditioners Bioremedial agents including microbes Chlorine or chemicals containing chlorine Other if so specify
2 Provide the following information for each chemicaladditive using attachments if necessary
a Product name chemical formula and manufacturer of the chemicaladditive b Purpose or use of the chemicaladditive or remedial agent c Material Safety Data Sheet (MSDS) and Chemical Abstracts Service (CAS) Registry number for each chemicaladditive d The frequency (hourly daily etc) duration (hours days) quantity (maximum and average) and method of application for the chemicaladditive e Any material compatibility risks for storage andor use including the control measures used to minimize such risks and
f If available the vendors reported aquatic toxicity (NOAEL andor LC50 in percent for aquatic organism(s))
3 Has the operator attached an explanation which demonstrates that the addition of such chemicalsadditives may be authorized under this general permit in accordance
with the instructions in F above (check one) Yes No if no has the operator attached data that demonstrates each of the 126 priority pollutants in CWA Section
307(a) and 40 CFR Part 42315(j)(1) are non-detect in discharges with the addition of the proposed chemicaladditive
(check one) Yes No
G Endangered Species Act eligibility determination
1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
FWS Criterion A No endangered or threatened species or critical habitat are in proximity to the discharges or related activities or come in contact with the
ldquoaction areardquo
FWS Criterion B Formal or informal consultation with the FWS under section 7 of the ESA resulted in either a no jeopardy opinion (formal consultation)
or a written concurrence by FWS on a finding that the discharges and related activities are ldquonot likely to adversely affectrdquo listed species or critical habitat
(informal consultation) Has the operator completed consultation with FWS (check one) Yes No if no is consultation underway (check one)
Yes No
FWS Criterion C Using the best scientific and commercial data available the effect of the discharges and related activities on listed species and critical
habitat have been evaluated Based on those evaluations a determination is made by EPA or by the operator and affirmed by EPA that the discharges and
related activities will have ldquono effectrdquo on any federally threatened or endangered listed species or designated critical habitat under the jurisdiction of the
FWS This determination was made by (check one) the operator EPA Other if so specify
MAG910000 Appendix IV ndash Part 1 ndash NOI
NHG910000 Page 23 of 24
NMFS Criterion A determination made by EPA is affirmed by the operator that the discharges and related activities will have ldquono effectrdquo or are ldquonot likely to adversely affectrdquo any federally threatened or endangered listed species or critical habitat under the jurisdiction of NMFS and will not result in any take of
listed species Has the operator previously completed consultation with NMFS (check one) Yes No
2 Has the operator attached supporting documentation of ESA eligibility in accordance with the instructions in Appendix I and G above (check one) Yes No
Does the supporting documentation include any written concurrence or finding provided by the Services (check one) Yes No if yes attach
H National Historic Preservation Act eligibility determination 1 Indicate under which criterion the discharge(s) is eligible for coverage under this general permit
Criterion A No historic properties are present The discharges and discharge-related activities (eg BMPs) do not have the potential to cause effects on
historic properties
Criterion B Historic properties are present Discharges and discharge related activities do not have the potential to cause effects on historic properties
Criterion C Historic properties are present The discharges and discharge-related activities have the potential to have an effect or will have an adverse
effect on historic properties
2 Has the operator attached supporting documentation of NHPA eligibility in accordance with the instructions in H above (check one) Yes No
Does the supporting documentation include any written agreement with the State Historic Preservation Officer (SHPO) Tribal Historic Preservation Officer (TPHO) or
other tribal representative that outlines measures the operator will carry out to mitigate or prevent any adverse effects on historic properties (check one) Yes No
I Supplemental information
Describe any supplemental information being provided with the NOI Include attachments if required or otherwise necessary
Has the operator attached data including any laboratory case narrative and chain of custody used to support the application (check one) Yes No
Has the operator attached the certification requirement for the Best Management Practices Plan (BMPP) (check one) Yes No
Site RTNs
MA Limits WQBEL
Outfall 001
Enter number values in green boxes below Enter values in the units specified
darr
625 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
1079
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10786
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11864 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 690295 microgL Arsenic 104 microgL 9794 microgL Cadmium 102 microgL 01261 microgL Chromium III 323 microgL 372823 microgL Chromium VI 323 microgL 123331 microgL Copper 242 microgL 9392 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 086 microgL Mercury 0739 microgL 97707 microgL Nickel 1450 microgL 235331 microgL Selenium 2358 microgL 53929 microgL Silver 351 microgL 6938 microgL Zinc 420 microgL 345857 microgL Cyanide 178 mgL 56086 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 323576 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 17257 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 35593 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 23729 microgL
40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL 40986 microgL
21572 microgL
MA Limits WQBEL
Outfall 002
Enter number values in green boxes below Enter values in the units specified
darr
00026 QR = Enter upstream flow in MGD
058 QP = Enter discharge flow in MGD 0 Downstream 7Q10
Enter a dilution factor if other than zero darr
102
Enter values in the units specified darr
Cd = Enter influent hardness in mgL CaCO3
35 780
Cs = Enter receiving water hardness in mgL CaCO3
Enter receiving water concentrations in the units specified darr
77 15
073 35 0 0
092 0
25 0 3
1300 31 0 0 0 0 18
pH in Standard Units Temperature in oC Ammonia in mgL Hardness in mgL CaCO3
Salinity in ppt Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL
Enter influent concentrations in the units specified darr
0 0 0 23 11 450 0
150 100000
78 0
270 17 0
250 0 0 0
235 0 0 0 0 0 0 0 0 0 0
TRC in microgL Ammonia in mgL Antimony in microgL Arsenic in microgL Cadmium in microgL Chromium III in microgL Chromium VI in microgL Copper in microgL Iron in microgL Lead in microgL Mercury in microgL Nickel in microgL Selenium in microgL Silver in microgL Zinc in microgL Cyanide in microgL Phenol in microgL Carbon Tetrachloride in microgL Tetrachloroethylene in microgL Total Phthalates in microgL Diethylhexylphthalate in microgL Benzo(a)anthracene in microgL Benzo(a)pyrene in microgL Benzo(b)fluoranthene in microgL Benzo(k)fluoranthene in microgL Chrysene in microgL Dibenzo(ah)anthracene in microgL Indeno(123-cd)pyrene in microgL Methyl-tert butyl ether in microgL
Dilution Factor 10
TBEL applies if bolded WQBEL applies if bolded A Inorganics Ammonia Report mgL ---Chloride Report microgL ---Total Residual Chlorine 02 mgL 11 microgL Total Suspended Solids 30 mgL ---Antimony 206 microgL 643 microgL Arsenic 104 microgL 10 microgL Cadmium 102 microgL 12372 microgL Chromium III 323 microgL 4639 microgL Chromium VI 323 microgL 115 microgL Copper 242 microgL 540 microgL Iron 5000 microgL 1000 microgL Lead 160 microgL 4342 microgL Mercury 0739 microgL 091 microgL Nickel 1450 microgL 2968 microgL Selenium 2358 microgL 50 microgL Silver 351 microgL 1292 microgL Zinc 420 microgL 6835 microgL Cyanide 178 mgL 52 microgL B Non-Halogenated VOCs Total BTEX 100 microgL ---Benzene 50 microgL ---14 Dioxane 200 microgL ---Acetone 7970 microgL ---Phenol 1080 microgL 301 microgL C Halogenated VOCs Carbon Tetrachloride 44 microgL 16 microgL 12 Dichlorobenzene 600 microgL ---13 Dichlorobenzene 320 microgL ---14 Dichlorobenzene 50 microgL ---Total dichlorobenzene --- microgL ---11 Dichloroethane 70 microgL ---12 Dichloroethane 50 microgL ---11 Dichloroethylene 32 microgL ---Ethylene Dibromide 005 microgL ---Methylene Chloride 46 microgL ---111 Trichloroethane 200 microgL ---112 Trichloroethane 50 microgL ---Trichloroethylene 50 microgL ---Tetrachloroethylene 50 microgL 33 microgL cis-12 Dichloroethylene 70 microgL ---
---
---
------
------
------
------
Vinyl Chloride
D Non-Halogenated SVOCs
Total Phthalates Diethylhexyl phthalate Total Group I Polycyclic Aromatic Hydrocarbons Benzo(a)anthracene Benzo(a)pyrene Benzo(b)fluoranthene Benzo(k)fluoranthene Chrysene Dibenzo(ah)anthracene Indeno(123-cd)pyrene Total Group II Polycyclic Aromatic Hydrocarbons Naphthalene E Halogenated SVOCs
Total Polychlorinated Biphenyls
Pentachlorophenol F Fuels Parameters Total Petroleum Hydrocarbons Ethanol Methyl-tert-Butyl Ether tert-Butyl Alcohol tert-Amyl Methyl Ether
20
190 101
10 10 10 10 10 10 10 10
100 20
0000064 10
50 Report
70 120 90
microgL
microgL microgL
microgL microgL microgL microgL microgL microgL microgL microgL
microgL microgL
microgL microgL
mgL mgL microgL microgL microgL
--- microgL 22 microgL
00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL 00038 microgL
20 microgL
Dilution Calculation
Determination
From Ruan Xiaodan (DEP) To Jake Jennings Cc Vakalopoulos Catherine (DEP) Subject RE New Dilution Calcs Date Wednesday December 30 2020 55615 PM
Hi Jake
It was nice speaking to you earlier today
The 7Q10 for the unnamed tributary where the Outfall 002 discharges to would be 000408 cfs and the dilution factor would be 102
Also as you know if this is not a current MCP site then in addition to submitting the NOI to EPA you need to apply with MassDEP and submit a $500 fee (unless fee exempt eg municipality) using the ePLACE The instructions are located on this page httpswwwmassgovhow-towm-15-npdes-general-permit-notice-of-intent Technical assistant information is available on the front page of the ePLACE application webpage
Please let me know if you have any questions
Happy New Year Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Tuesday December 29 2020 231 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Subject RE New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Xiaodon
I Hope you had a nice holiday Sorry for the delayed response Irsquom available all day tomorrow to discuss this Let me know what time you are free to talk or give me a call at 508-930-9812 anytime
Thank you
Jake
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617
M 5089309812 jjenningslrt-llcnet
From Ruan Xiaodan (DEP) ltxiaodanruanstatemausgt Sent Wednesday December 23 2020 934 PM To Jake Jennings ltJJenningslrt-llcnetgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosstatemausgt Cc John Henry ltjhenrylrt-llcnetgt Subject RE New Dilution Calcs
Hi Jake
There is a USGS gage station USGS 01100000 upstream of the proposed outfall location (see the snapshot of the StreamStats below) The 7Q10 and drainage area at the USGS 01100000 are 930 cfs and 4635 mi2 (httpsstreamstatsagscrusgsgovgagepageshtml01100000htm)
According to your description in the below email and the previous email (attached here) there are two proposed outfalls The outfall 001 directly discharges to the Merrimack River and outfall 002 discharges to an unnamed stream that drains to the Merrimack River
To determine the 7Q10 of the Merrimack River at Outfall 001 the approach I am using here is to multiply the 7Q10 at the USGS 01100000 by a ratio of the outfall drainage area and the gage drainage area The drainage area of the outfall is 4830 mi2
7Q10 Outfall 001 = 7Q10 USGS gage (Area outfall 001 Area USGS gage) = 930 cfs (48304635) = 967 cfs = 625 MGD
Design flow = 400 gpm =058 MGD
Dilution Factor at outfall 001 = (058 +625)058 = 1079
For outfall 002 based on the information provided in your previous email (attached) the discharge first goes to the unnamed tributary which has a 7Q10 of 000408 cfs according to the StreamStats In this case I think the receiving water should be the unnamed tributary But I would like to speak to you to understand the situation better Also I want to confirm this with Cathy and she will be out of the office until Monday
Please let me know if we can have a phone call anytime Monday - Wednesday
I hope you have a lovely holiday Regards Xiaodan
From Jake Jennings ltJJenningslrt-llcnetgt Sent Wednesday December 23 2020 1228 PM To Ruan Xiaodan (DEP) ltxiaodanruanmassgovgt Vakalopoulos Catherine (DEP) ltcatherinevakalopoulosmassgovgt Cc John Henry ltjhenrylrt-llcnetgt Subject New Dilution Calcs
CAUTION This email originated from a sender outside of the Commonwealth of Massachusetts mail system Do not click on links or open attachments unless you recognize the sender and know the content is safe
Hi Cathy and Xiaodan
I am trying to determine the dilution calcs for the below project and I am having trouble with Stream Stats The basin for the Merrimack River is out of range for the program I have attached what the program gave me but I think it is wrong Any help you can provide is greatly appreciated
Please see attached dilution calcs and streamstats report for 1600 Osgood Street for you review and approval
The project
1600 Osgood Street North Andover MA We plan to discharge to 2 separate outfalls in the Merrimack river (MA84A-04) Class B The outfalls will be used at different times but will each receive a maximum flow of 400 gpm
The 7 Day 10 Year flow value from the stream stats report is 365 cfs and the calculated dilution factor is 44417
Have a great holiday
Thank you
Jake Jennings
Lockwood Remediation Technologies LLC 89 Crawford Street Leominster MA 01453 O 7744507177 F 8888350617 M 9787515431 jjenningslrt-llcnet
Appendix B
Laboratory Data
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
December 31 2020
John Henry
Lockwood Remediation Technologies LLC
89 Crawford Street
Leominster MA 01453
Project Location 1600 Osgood St
Client Job Number
Project Number 2-2137
Laboratory Work Order Number 20L0887
Enclosed are results of analyses for samples received by the laboratory on December 16 2020 If you have any questions
concerning this report please feel free to contact me
Sincerely
Kerry K McGee
Project Manager
Page 1 of 44
Table of Contents
Table of Contents
Sample Summary 4
Case Narrative 5
Sample Results 8
20L0887-01 8
20L0887-02 17
Sample Preparation Information 19
QC Data 21
Volatile Organic Compounds by GCMS 21
B273078 21
Semivolatile Organic Compounds by GCMS 23
B273270 23
Semivolatile Organic Compounds by - GCMS 24
B273158 24
Polychlorinated Biphenyls By GCECD 28
B273089 28
Metals Analyses (Total) 29
B273164 29
B273165 29
B273201 30
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) 31
B273029 31
B273038 31
B273059 31
B273112 31
B273331 32
Page 2 of 44
Table of Contents
Table of Contents (continued)
B273396
Drinking Water Organics EPA 5041
B273121
Dual Column RPD Report
FlagQualifier Summary
Certifications
Chain of CustodySample Receipt
32
33
33
34
38
39
43
Page 3 of 44
[TOC_1]Sample Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Lockwood Remediation Technologies LLC
89 Crawford Street REPORT DATE 12312020
Leominster MA 01453 PURCHASE ORDER NUMBER 2-2137
ATTN John Henry
PROJECT NUMBER 2-2137
ANALYTICAL SUMMARY
WORK ORDER NUMBER 20L0887
The results of analyses performed on the following samples submitted to CON-TEST a Pace Analytical Laboratory are found in this report
PROJECT LOCATION 1600 Osgood St
FIELD SAMPLE LAB ID MATRIX SAMPLE DESCRIPTION TEST SUB LAB
Influent 20L0887-01 Ground Water 6083
6241
6251
EPA 1664B
EPA 2007
EPA 2008
EPA 2451
EPA 3000
EPA 3501
EPA 5041
SM21-22 2540D
SM21-22 3500 Cr B
SM21-22 4500 CL G
SM21-22 4500 CN E MA M-MA-086CT
PH-0574NY11148
Tri Chrome Calc
Receiving Water 20L0887-02 Ground Water EPA 2007
EPA 2008
EPA 2451
EPA 3501
SM21-22 3500 Cr B
Tri Chrome Calc
Page 4 of 44
[TOC_1]Case Narrative[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CASE NARRATIVE SUMMARY
All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report
REVISED REPORT - 12312020 - Ethanol addded per clients request
Page 5 of 44
V-05
L-04
L-07
R-05
S-07
V-04
V-05
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
6241
Qualifications
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Ethanol
20L0887-01[Influent] B273078-BLK1 B273078-BS1 S055560-CCV1
6251
Qualifications
Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits Reported value for this
compound is likely to be biased on the low side Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but the other is within limits RPD
between the two LFBLCS results is within method specified criteria Analyte amp Samples(s) Qualified
2-Chloronaphthalene
B273158-BSD1
N-Nitrosodimethylamine
B273158-BSD1
Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any reported value for this
compound Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1
One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All recoveries are gt 10
Analyte amp Samples(s) Qualified
246-Tribromophenol
20L0887-01[Influent]
Initial calibration did not meet method specifications Compound was calibrated using a response factor where RSD is outside of method
specified criteria Reported result is estimated Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound
Analyte amp Samples(s) Qualified
Benzidine
20L0887-01[Influent] B273158-BLK1 B273158-BS1 B273158-BSD1 S055667-CCV1 S055675-CCV1
Page 6 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
The results of analyses reported only relate to samples submitted to Con-Test a Pace Analytical Laboratory for testing
I certify that the analyses listed above unless specifically listed as subcontracted if any were performed under my direction according to the approved methodologies listed
in this document and that based upon my inquiry of those individuals immediately responsible for obtaining the information the material contained in this report is to the
best of my knowledge and belief accurate and complete
Lisa A Worthington
Technical Representative
Page 7 of 44
[TOC_2]20L0887-01[TOC]
[TOC_1]Sample Results[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Volatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acetone lt379 500 379 microgL 1 6241 121820 121920 343 LBD
tert-Amyl Methyl Ether (TAME) lt0140 0500 0140 microgL 1 6241 121820 121920 343 LBD
Benzene lt0180 100 0180 microgL 1 6241 121820 121920 343 LBD
Bromodichloromethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Bromoform lt0460 200 0460 microgL 1 6241 121820 121920 343 LBD
Bromomethane lt138 500 138 microgL 1 6241 121820 121920 343 LBD
tert-Butyl Alcohol (TBA) lt417 200 417 microgL 1 6241 121820 121920 343 LBD
Carbon Tetrachloride lt0110 200 0110 microgL 1 6241 121820 121920 343 LBD
Chlorobenzene lt0150 200 0150 microgL 1 6241 121820 121920 343 LBD
Chlorodibromomethane lt0210 200 0210 microgL 1 6241 121820 121920 343 LBD
Chloroethane lt0360 200 0360 microgL 1 6241 121820 121920 343 LBD
Chloroform lt0170 200 0170 microgL 1 6241 121820 121920 343 LBD
Chloromethane lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
12-Dichlorobenzene lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
13-Dichlorobenzene lt0120 200 0120 microgL 1 6241 121820 121920 343 LBD
14-Dichlorobenzene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
12-Dichloroethane lt0410 200 0410 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
11-Dichloroethylene lt0320 200 0320 microgL 1 6241 121820 121920 343 LBD
trans-12-Dichloroethylene lt0310 200 0310 microgL 1 6241 121820 121920 343 LBD
12-Dichloropropane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
cis-13-Dichloropropene lt0130 200 0130 microgL 1 6241 121820 121920 343 LBD
14-Dioxane lt225 500 225 microgL 1 6241 121820 121920 343 LBD
trans-13-Dichloropropene lt0230 200 0230 microgL 1 6241 121820 121920 343 LBD
Ethanol lt105 500 105 microgL 1 V-05 6241 121820 121920 343 LBD
Ethylbenzene 0130 200 0130 microgL 1 J 6241 121820 121920 343 LBD
Methyl tert-Butyl Ether (MTBE) lt0250 200 0250 microgL 1 6241 121820 121920 343 LBD
Methylene Chloride lt0340 500 0340 microgL 1 6241 121820 121920 343 LBD
1122-Tetrachloroethane lt0220 200 0220 microgL 1 6241 121820 121920 343 LBD
Tetrachloroethylene 235 200 0180 microgL 1 6241 121820 121920 343 LBD
Toluene 0660 100 0140 microgL 1 J 6241 121820 121920 343 LBD
111-Trichloroethane lt0200 200 0200 microgL 1 6241 121820 121920 343 LBD
112-Trichloroethane lt0160 200 0160 microgL 1 6241 121820 121920 343 LBD
Trichloroethylene lt0240 200 0240 microgL 1 6241 121820 121920 343 LBD
Trichlorofluoromethane (Freon 11) lt0330 200 0330 microgL 1 6241 121820 121920 343 LBD
Vinyl Chloride lt0450 200 0450 microgL 1 6241 121820 121920 343 LBD
m+p Xylene 0480 200 0300 microgL 1 J 6241 121820 121920 343 LBD
o-Xylene 0170 100 0170 microgL 1 J 6241 121820 121920 343 LBD
Surrogates Recovery Recovery Limits FlagQual
12-Dichloroethane-d4 833 70-130 121920 343
Toluene-d8 954 70-130 121920 343
4-Bromofluorobenzene 102 70-130 121920 343
Page 8 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by GCMS
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Benzo(a)anthracene (SIM) lt0016 0051 0016 microgL 1 6251 121920 122220 2031 CLA
Benzo(a)pyrene (SIM) lt0012 010 0012 microgL 1 6251 121920 122220 2031 CLA
Benzo(b)fluoranthene (SIM) lt0015 0051 0015 microgL 1 6251 121920 122220 2031 CLA
Benzo(k)fluoranthene (SIM) lt0012 020 0012 microgL 1 6251 121920 122220 2031 CLA
Bis(2-ethylhexyl)phthalate (SIM) lt044 10 044 microgL 1 6251 121920 122220 2031 CLA
Chrysene (SIM) lt0015 020 0015 microgL 1 6251 121920 122220 2031 CLA
Dibenz(ah)anthracene (SIM) lt0017 010 0017 microgL 1 6251 121920 122220 2031 CLA
Indeno(123-cd)pyrene (SIM) lt0018 010 0018 microgL 1 6251 121920 122220 2031 CLA
Pentachlorophenol (SIM) lt034 10 034 microgL 1 6251 121920 122220 2031 CLA
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol (SIM) 387 15-110 122220 2031
Phenol-d6 (SIM) 307 15-110 122220 2031
Nitrobenzene-d5 732 30-130 122220 2031
2-Fluorobiphenyl 726 30-130 122220 2031
246-Tribromophenol (SIM) 101 15-110 122220 2031
p-Terphenyl-d14 905 30-130 122220 2031
Page 9 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Acenaphthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Acenaphthylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Anthracene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Benzidine lt204 204 microgL 1 V-04 V-05 L-04 6251 121920 122120 1953 BGL R-05
Benzo(ghi)perylene lt510 510 microgL 1 6251 121920 122120 1953 BGL
4-Bromophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Butylbenzylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chloro-3-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroethyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-chloroisopropyl)ether lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chloronaphthalene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Chlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Chlorophenylphenylether lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-butylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
13-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
14-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
12-Dichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
33-Dichlorobenzidine lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Diethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dimethylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Dimethylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
46-Dinitro-2-methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
24-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
26-Dinitrotoluene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Di-n-octylphthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
12-DiphenylhydrazineAzobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Bis(2-Ethylhexyl)phthalate lt102 102 microgL 1 6251 121920 122120 1953 BGL
Fluoranthene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Fluorene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorobutadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachlorocyclopentadiene lt102 102 microgL 1 6251 121920 122120 1953 BGL
Hexachloroethane lt102 102 microgL 1 6251 121920 122120 1953 BGL
Isophorone lt102 102 microgL 1 6251 121920 122120 1953 BGL
Naphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Nitrobenzene lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
4-Nitrophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodimethylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
N-Nitrosodi-n-propylamine lt102 102 microgL 1 6251 121920 122120 1953 BGL
2-Methylnaphthalene lt510 510 microgL 1 6251 121920 122120 1953 BGL
Page 10 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Semivolatile Organic Compounds by - GCMS
Date DateTime
Analyte Results RL Units Dilution FlagQual Method Prepared Analyzed Analyst
Phenanthrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
2-Methylphenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Phenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
34-Methylphenol lt204 204 microgL 1 6251 121920 122120 1953 BGL
Pyrene lt510 510 microgL 1 6251 121920 122120 1953 BGL
124-Trichlorobenzene lt510 510 microgL 1 6251 121920 122120 1953 BGL
246-Trichlorophenol lt102 102 microgL 1 6251 121920 122120 1953 BGL
Surrogates Recovery Recovery Limits FlagQual
2-Fluorophenol 473 15-110 122120 1953
Phenol-d6 377 15-110 122120 1953
Nitrobenzene-d5 686 30-130 122120 1953
2-Fluorobiphenyl 785 30-130 122120 1953
246-Tribromophenol 111 15-110 S-07 122120 1953
p-Terphenyl-d14 880 30-130 122120 1953
Page 11 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Polychlorinated Biphenyls By GCECD
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Aroclor-1016 [1] lt00920 0100 00920 microgL 1 6083 121820 122120 1252 TG
Aroclor-1221 [1] lt00805 0100 00805 microgL 1 6083 121820 122120 1252 TG
Aroclor-1232 [1] lt00995 0100 00995 microgL 1 6083 121820 122120 1252 TG
Aroclor-1242 [1] lt00865 0100 00865 microgL 1 6083 121820 122120 1252 TG
Aroclor-1248 [1] lt00950 0100 00950 microgL 1 6083 121820 122120 1252 TG
Aroclor-1254 [1] lt00525 0100 00525 microgL 1 6083 121820 122120 1252 TG
Aroclor-1260 [1] lt00980 0100 00980 microgL 1 6083 121820 122120 1252 TG
Surrogates Recovery Recovery Limits FlagQual
Decachlorobiphenyl [1] 575 30-150 122120 1252
Decachlorobiphenyl [2] 577 30-150 122120 1252
Tetrachloro-m-xylene [1] 803 30-150 122120 1252
Tetrachloro-m-xylene [2] 835 30-150 122120 1252
Page 12 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Arsenic 23 080 microgL 1 EPA 2008 121920 122220 1440 MJH
Cadmium 11 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium 450 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Chromium Trivalent 045 mgL 1 Tri Chrome Calc 121920 122220 1440 MJH
Copper 150 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Iron 100 010 mgL 2 EPA 2007 121920 122120 2234 AJL
Lead 78 050 microgL 1 EPA 2008 121920 122220 1440 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1324 CJV
Nickel 270 50 microgL 1 EPA 2008 121920 122220 1440 MJH
Selenium 17 50 16 microgL 1 J EPA 2008 121920 122220 1440 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1440 MJH
Zinc 250 10 microgL 1 EPA 2008 121920 122220 1440 MJH
Hardness 780 14 mgL 1 EPA 2007 121920 122120 1325 AJL
Page 13 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N ND 010 mgL 1 EPA 3501 122220 122320 801 MMH
Chloride 400 10 mgL 10 EPA 3000 121820 121820 1802 EC
Chlorine Residual ND 0020 mgL 1 SM21-22 4500 CL G 121620 121620 2245 DJM
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Total Suspended Solids 14000 50 mgL 1 SM21-22 2540D 121820 121820 1300 LL
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL 1 EPA 1664B 122320 122320 910 LL
Page 14 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Drinking Water Organics EPA 5041
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
12-Dibromoethane (EDB) (1) ND 0019 0012 microgL 1 EPA 5041 121820 121820 2221 JMB
Surrogates Recovery Recovery Limits FlagQual
13-Dibromopropane (1) 102 70-130 121820 2221
Page 15 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Influent Sampled 12162020 0700
Sample ID 20L0887-01
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Cyanide ND 0005 0001 mgL 1 SM21-22 4500 CN E 122920 000 AAL
Page 16 of 44
[TOC_2]20L0887-02[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Metals Analyses (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Antimony ND 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Arsenic 092 080 microgL 1 EPA 2008 121920 122220 1443 MJH
Cadmium ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium 25 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Chromium Trivalent 00025 mgL 1 Tri Chrome Calc 121920 122220 1443 MJH
Copper 30 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Iron 13 0050 mgL 1 EPA 2007 121920 122120 1331 AJL
Lead 31 050 microgL 1 EPA 2008 121920 122220 1443 MJH
Mercury ND 000010 mgL 1 EPA 2451 122120 122120 1326 CJV
Nickel ND 50 microgL 1 EPA 2008 121920 122220 1443 MJH
Selenium ND 50 16 microgL 1 EPA 2008 121920 122220 1443 MJH
Silver ND 020 microgL 1 EPA 2008 121920 122220 1443 MJH
Zinc 18 10 microgL 1 EPA 2008 121920 122220 1443 MJH
Hardness 35 14 mgL 1 EPA 2007 121920 122120 1331 AJL
Page 17 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Project Location 1600 Osgood St Sample Description Work Order 20L0887
Date Received 12162020
Field Sample Receiving Water Sampled 12162020 0700
Sample ID 20L0887-02
Sample Matrix Ground Water
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total)
Date DateTime
Analyte Results RL DL Units Dilution FlagQual Method Prepared Analyzed Analyst
Ammonia as N 073 010 mgL 1 EPA 3501 122220 122320 802 MMH
Hexavalent Chromium ND 00040 mgL 1 SM21-22 3500 Cr B 121620 121620 2100 CB2
Page 18 of 44
[TOC_1]Sample Preparation Information[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method SW-846 3510C Analytical Method 6083
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273089 1000 500 121820
Prep Method SW-846 5030B Analytical Method 6241
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273078 5 500 121820
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273158 980 100 121920
Prep Method SW-846 3510C Analytical Method 6251
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273270 980 100 121920
EPA 1664B
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273396 200 122320
Prep Method EPA 2007 Analytical Method EPA 2007
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273165 500 500 121920
20L0887-01 [Influent] B273165 500 121920
20L0887-02 [Receiving Water] B273165 500 500 121920
20L0887-02 [Receiving Water] B273165 500 121920
Prep Method EPA 2008 Analytical Method EPA 2008
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273164 500 500 121920
20L0887-02 [Receiving Water] B273164 500 500 121920
Prep Method EPA 2451 Analytical Method EPA 2451
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273201 600 600 122120
20L0887-02 [Receiving Water] B273201 600 600 122120
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
Page 19 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
Sample Extraction Data
Prep Method EPA 3000 Analytical Method EPA 3000
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273112 100 100 121820
EPA 3501
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273331 100 100 122220
20L0887-02 [Receiving Water] B273331 100 100 122220
Prep Method EPA 504 water Analytical Method EPA 5041
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273121 360 350 121820
SM21-22 2540D
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273059 100 121820
SM21-22 3500 Cr B
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273029 500 500 121620
20L0887-02 [Receiving Water] B273029 500 500 121620
SM21-22 4500 CL G
Lab Number [Field ID] Batch Initial [mL] Final [mL] Date
20L0887-01 [Influent] B273038 100 100 121620
Prep Method EPA 2008 Analytical Method Tri Chrome Calc
Lab Number [Field ID] Batch Initial [mL] Date
20L0887-01 [Influent] B273164 500 121920
20L0887-02 [Receiving Water] B273164 500 121920
Page 20 of 44
[TOC_2]Volatile Organic Compounds by GCMS[TOC]
[TOC_3]B273078[TOC]
[TOC_1]QC Data[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
Blank (B273078-BLK1) Prepared 121820 Analyzed 121920
Acetone ND 500 microgL
tert-Amyl Methyl Ether (TAME) ND 0500 microgL
Benzene ND 100 microgL
Bromodichloromethane ND 200 microgL
Bromoform ND 200 microgL
Bromomethane ND 200 microgL
tert-Butyl Alcohol (TBA) ND 200 microgL
Carbon Tetrachloride ND 200 microgL
Chlorobenzene ND 200 microgL
Chlorodibromomethane ND 200 microgL
Chloroethane ND 200 microgL
Chloroform ND 200 microgL
Chloromethane ND 200 microgL
12-Dichlorobenzene ND 200 microgL
13-Dichlorobenzene ND 200 microgL
14-Dichlorobenzene ND 200 microgL
12-Dichloroethane ND 200 microgL
11-Dichloroethane ND 200 microgL
11-Dichloroethylene ND 200 microgL
trans-12-Dichloroethylene ND 200 microgL
12-Dichloropropane ND 200 microgL
cis-13-Dichloropropene ND 200 microgL
14-Dioxane ND 500 microgL
trans-13-Dichloropropene ND 200 microgL
Ethanol ND 500 microgL V-05
Ethylbenzene ND 200 microgL
Methyl tert-Butyl Ether (MTBE) ND 200 microgL
Methylene Chloride ND 500 microgL
1122-Tetrachloroethane ND 200 microgL
Tetrachloroethylene ND 200 microgL
Toluene ND 100 microgL
111-Trichloroethane ND 200 microgL
112-Trichloroethane ND 200 microgL
Trichloroethylene ND 200 microgL
Trichlorofluoromethane (Freon 11) ND 200 microgL
Vinyl Chloride ND 200 microgL
m+p Xylene ND 200 microgL
o-Xylene ND 100 microgL
Surrogate 12-Dichloroethane-d4 216 microgL 250 862 70-130
Surrogate Toluene-d8 232 microgL 250 930 70-130
Surrogate 4-Bromofluorobenzene 251 microgL 250 101 70-130
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Acetone 170 500 microgL 200 858 70-160
tert-Amyl Methyl Ether (TAME) 16 0500 microgL 200 796 70-130
Benzene 16 100 microgL 200 822 65-135
Bromodichloromethane 19 200 microgL 200 968 65-135
Bromoform 24 200 microgL 200 121 70-130
Bromomethane 16 200 microgL 200 790 15-185
tert-Butyl Alcohol (TBA) 190 200 microgL 200 940 40-160
Carbon Tetrachloride 18 200 microgL 200 905 70-130
Chlorobenzene 21 200 microgL 200 103 65-135
Page 21 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Volatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273078 - SW-846 5030B
LCS (B273078-BS1) Prepared 121820 Analyzed 121920
Chlorodibromomethane 21 200 microgL 200 107 70-135
Chloroethane 17 200 microgL 200 834 40-160
Chloroform 17 200 microgL 200 872 70-135
Chloromethane 60 200 microgL 200 300 20-205
12-Dichlorobenzene 18 200 microgL 200 905 65-135
13-Dichlorobenzene 18 200 microgL 200 924 70-130
14-Dichlorobenzene 18 200 microgL 200 896 65-135
12-Dichloroethane 20 200 microgL 200 100 70-130
11-Dichloroethane 18 200 microgL 200 893 70-130
11-Dichloroethylene 19 200 microgL 200 932 50-150
trans-12-Dichloroethylene 17 200 microgL 200 852 70-130
12-Dichloropropane 20 200 microgL 200 996 35-165
cis-13-Dichloropropene 17 200 microgL 200 852 25-175
14-Dioxane 200 500 microgL 200 101 40-130
trans-13-Dichloropropene 18 200 microgL 200 916 50-150
Ethanol 150 500 microgL 200 738 40-160 V-05
Ethylbenzene 20 200 microgL 200 989 60-140
Methyl tert-Butyl Ether (MTBE) 17 200 microgL 200 851 70-130
Methylene Chloride 15 500 microgL 200 738 60-140
1122-Tetrachloroethane 20 200 microgL 200 100 60-140
Tetrachloroethylene 22 200 microgL 200 112 70-130
Toluene 18 100 microgL 200 902 70-130
111-Trichloroethane 19 200 microgL 200 934 70-130
112-Trichloroethane 21 200 microgL 200 103 70-130
Trichloroethylene 19 200 microgL 200 947 65-135
Trichlorofluoromethane (Freon 11) 16 200 microgL 200 782 50-150
Vinyl Chloride 13 200 microgL 200 662 5-195
m+p Xylene 40 200 microgL 400 101 70-130
o-Xylene 20 100 microgL 200 100 70-130
Surrogate 12-Dichloroethane-d4 206 microgL 250 824 70-130
Surrogate Toluene-d8 240 microgL 250 961 70-130
Surrogate 4-Bromofluorobenzene 256 microgL 250 102 70-130
Page 22 of 44
[TOC_2]Semivolatile Organic Compounds by GCMS[TOC]
[TOC_3]B273270[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273270 - SW-846 3510C
LCS (B273270-BS1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 436 10 microgL 500 872 33-143
Benzo(a)pyrene (SIM) 20 microgL 500 820 17-163410
Benzo(b)fluoranthene (SIM) 470 10 microgL 500 940 24-159
Benzo(k)fluoranthene (SIM) 40 microgL 500 867 11-162 434
Bis(2-ethylhexyl)phthalate (SIM) 507 20 microgL 500 101 8-158
Chrysene (SIM) 40 microgL 500 835 17-168417
Dibenz(ah)anthracene (SIM) 422 20 microgL 500 843 10-227
Indeno(123-cd)pyrene (SIM) 20 microgL 500 853 10-171426
Pentachlorophenol (SIM) 277 20 microgL 500 553 14-176
Surrogate 2-Fluorophenol 855 microgL 200 427 15-110
Surrogate 2-Fluorophenol (SIM) 862 microgL 200 431 15-110
Surrogate Phenol-d6 657 microgL 200 328 15-110
Surrogate Phenol-d6 (SIM) 625 microgL 200 313 15-110
Surrogate Nitrobenzene-d5 716 microgL 100 716 30-130
Surrogate 2-Fluorobiphenyl 832 microgL 100 832 30-130
Surrogate 246-Tribromophenol 124 microgL 140 884 15-110
Surrogate 246-Tribromophenol (SIM) 141 microgL 140 100 15-110
Surrogate p-Terphenyl-d14 692 microgL 100 692 30-130
LCS Dup (B273270-BSD1) Prepared 121920 Analyzed 122320
Benzo(a)anthracene (SIM) 452 10 microgL 500 904 33-143 365 53
Benzo(a)pyrene (SIM) 427 20 microgL 500 854 17-163 397 72
Benzo(b)fluoranthene (SIM) 487 10 microgL 500 974 24-159 359 71
Benzo(k)fluoranthene (SIM) 455 40 microgL 500 910 11-162 482 63
Bis(2-ethylhexyl)phthalate (SIM) 526 20 microgL 500 105 8-158 368 82
Chrysene (SIM) 433 40 microgL 500 866 17-168 372 87
Dibenz(ah)anthracene (SIM) 437 20 microgL 500 874 10-227 354 126
Indeno(123-cd)pyrene (SIM) 443 20 microgL 500 885 10-171 373 99
Pentachlorophenol (SIM) 301 20 microgL 500 601 14-176 832 86
Surrogate 2-Fluorophenol 897 microgL 200 448 15-110
Surrogate 2-Fluorophenol (SIM) 896 microgL 200 448 15-110
Surrogate Phenol-d6 708 microgL 200 354 15-110
Surrogate Phenol-d6 (SIM) 637 microgL 200 319 15-110
Surrogate Nitrobenzene-d5 782 microgL 100 782 30-130
Surrogate 2-Fluorobiphenyl 871 microgL 100 871 30-130
Surrogate 246-Tribromophenol 136 microgL 140 972 15-110
Surrogate 246-Tribromophenol (SIM) 144 microgL 140 103 15-110
Surrogate p-Terphenyl-d14 743 microgL 100 743 30-130
Page 23 of 44
[TOC_2]Semivolatile Organic Compounds by - GCMS[TOC]
[TOC_3]B273158[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
4-Nitrophenol
N-Nitrosodimethylamine
N-Nitrosodi-n-propylamine
2-Methylnaphthalene
Phenanthrene
2-Methylphenol
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
102
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
100
100
100
500
500
100
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
200 509 15-110
L-04 R-05 V-04
V-05
Page 24 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
Blank (B273158-BLK1) Prepared 121920 Analyzed 122120
Surrogate Phenol-d6 777 microgL 200 389 15-110
Surrogate Nitrobenzene-d5 748 microgL 100 748 30-130
Surrogate 2-Fluorobiphenyl 770 microgL 100 770 30-130
Surrogate 246-Tribromophenol 144 microgL 140 102 15-110
Surrogate p-Terphenyl-d14 887 microgL 100 887 30-130
LCS (B273158-BS1) Prepared 121920 Analyzed 122120
Acenaphthene 409 500 microgL 500 817 47-145
Acenaphthylene 398 500 microgL 500 797 33-145
Anthracene 406 500 microgL 500 812 27-133
Benzidine
Benzo(ghi)perylene
817
479
200
500
microgL
microgL
100 817 40-140
500 957 10-219
V-04 V-05 L-04
R-05
4-Bromophenylphenylether 376 100 microgL 500 751 53-127
Butylbenzylphthalate 400 100 microgL 500 800 10-152
4-Chloro-3-methylphenol 415 100 microgL 500 831 22-147
Bis(2-chloroethyl)ether 334 100 microgL 500 667 12-158
Bis(2-chloroisopropyl)ether 352 100 microgL 500 703 36-166
2-Chloronaphthalene 336 100 microgL 500 672 60-120
2-Chlorophenol 364 100 microgL 500 728 23-134
4-Chlorophenylphenylether 388 100 microgL 500 776 25-158
Di-n-butylphthalate 389 100 microgL 500 778 10-120
13-Dichlorobenzene 302 500 microgL 500 604 10-172
14-Dichlorobenzene 311 500 microgL 500 622 20-124
12-Dichlorobenzene 319 500 microgL 500 638 32-129
33-Dichlorobenzidine 427 100 microgL 100 427 10-262
24-Dichlorophenol 414 100 microgL 500 827 39-135
Diethylphthalate 390 100 microgL 500 780 10-120
24-Dimethylphenol 368 100 microgL 500 737 32-120
Dimethylphthalate 385 100 microgL 500 770 10-120
46-Dinitro-2-methylphenol 445 100 microgL 500 890 10-181
24-Dinitrophenol 512 100 microgL 500 102 10-191
24-Dinitrotoluene 433 100 microgL 500 865 39-139
26-Dinitrotoluene 432 100 microgL 500 864 50-158
Di-n-octylphthalate 384 100 microgL 500 767 4-146
12-DiphenylhydrazineAzobenzene 353 100 microgL 500 705 40-140
Bis(2-Ethylhexyl)phthalate 395 100 microgL 500 791 8-158
Fluoranthene 404 500 microgL 500 807 26-137
Fluorene 411 500 microgL 500 821 59-121
Hexachlorobenzene 401 100 microgL 500 802 10-152
Hexachlorobutadiene 335 100 microgL 500 670 24-120
Hexachlorocyclopentadiene 360 100 microgL 500 721 40-140
Hexachloroethane 301 100 microgL 500 602 40-120
Isophorone 401 100 microgL 500 802 21-196
Naphthalene 363 500 microgL 500 727 21-133
Nitrobenzene 350 100 microgL 500 701 35-180
2-Nitrophenol 443 100 microgL 500 886 29-182
4-Nitrophenol 232 100 microgL 500 463 10-132
N-Nitrosodimethylamine 204 100 microgL 500 407 40-140
N-Nitrosodi-n-propylamine 356 100 microgL 500 713 10-230
2-Methylnaphthalene 424 500 microgL 500 848 40-140
Phenanthrene 402 500 microgL 500 803 54-120
2-Methylphenol 362 100 microgL 500 725 40-140
Page 25 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS (B273158-BS1)
Phenol
34-Methylphenol
Pyrene
124-Trichlorobenzene
246-Trichlorophenol
Surrogate 2-Fluorophenol
Surrogate Phenol-d6
Surrogate Nitrobenzene-d5
Surrogate 2-Fluorobiphenyl
Surrogate 246-Tribromophenol
Surrogate p-Terphenyl-d14
180
349
395
346
425
111
867
760
821
153
876
100
200
500
500
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 361 5-120
500 699 40-140
500 790 52-120
500 691 44-142
500 851 37-144
200 553 15-110
200 434 15-110
100 760 30-130
100 821 30-130
140 109 15-110
100 876 30-130
LCS Dup (B273158-BSD1)
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(ghi)perylene
4-Bromophenylphenylether
Butylbenzylphthalate
4-Chloro-3-methylphenol
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenylphenylether
Di-n-butylphthalate
13-Dichlorobenzene
14-Dichlorobenzene
12-Dichlorobenzene
33-Dichlorobenzidine
24-Dichlorophenol
Diethylphthalate
24-Dimethylphenol
Dimethylphthalate
46-Dinitro-2-methylphenol
24-Dinitrophenol
24-Dinitrotoluene
26-Dinitrotoluene
Di-n-octylphthalate
12-DiphenylhydrazineAzobenzene
Bis(2-Ethylhexyl)phthalate
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopentadiene
Hexachloroethane
Isophorone
Naphthalene
Nitrobenzene
2-Nitrophenol
354
338
354
520
408
331
345
364
286
298
272
311
333
337
243
247
262
370
352
339
305
336
392
450
377
374
322
314
339
355
355
351
270
296
246
339
296
294
365
500
500
500
200
500
100
100
100
100
100
100
100
100
100
500
500
500
100
100
100
100
100
100
100
100
100
100
100
100
500
500
100
100
100
100
100
500
100
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
Prepared 121920 Analyzed 122120
500 708 47-145
500 677 33-145
500 708 27-133
100 520 40-140
500 816 10-219
500 662 53-127
500 690 10-152
500 729 22-147
500 571 12-158
500 597 36-166
500 544 60-120
500 623 23-134
500 665 25-158
500 674 10-120
500 485 10-172
500 494 20-124
500 524 32-129
100 370 10-262
500 705 39-135
500 678 10-120
500 610 32-120
500 672 10-120
500 785 10-181
500 901 10-191
500 754 39-139
500 747 50-158
500 644 4-146
500 628 40-140
500 678 8-158
500 711 26-137
500 711 59-121
500 703 10-152
500 539 24-120
500 593 40-140
500 493 40-120
500 678 21-196
500 593 21-133
500 588 35-180
500 730 29-182
143
163
136
444
159
127
147
131
155
163
211
157
154
143
217
231
195
144
160
140
189
135
125
129
138
145
175
116
154
127
144
132
216
195
199
168
203
175
194
48
74
66
30
97
43
60
73
108
76
24
61
61
47
30
30
30
108
50
100
58
183
203
132
42
48
69
30
82
66
38
55
62
30
52
93
65
62
55
L-04 R-05 V-04
V-05
L-07
Page 26 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Semivolatile Organic Compounds by - GCMS - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273158 - SW-846 3510C
LCS Dup (B273158-BSD1) Prepared 121920 Analyzed 122120
4-Nitrophenol 213 100 microgL 500 426 10-132 841 131
N-Nitrosodimethylamine 178 100 microgL 500 357 40-140 131 30 L-07
N-Nitrosodi-n-propylamine 310 100 microgL 500 620 10-230 139 87
2-Methylnaphthalene 353 500 microgL 500 707 40-140 182 30
Phenanthrene 352 500 microgL 500 704 54-120 132 39
2-Methylphenol 323 100 microgL 500 647 40-140 114 30
Phenol 160 100 microgL 500 320 5-120 121 64
34-Methylphenol 310 200 microgL 500 619 40-140 121 30
Pyrene 347 500 microgL 500 694 52-120 130 49
124-Trichlorobenzene 283 500 microgL 500 565 44-142 200 50
246-Trichlorophenol 366 100 microgL 500 732 37-144 150 58
Surrogate 2-Fluorophenol 957 microgL 200 479 15-110
Surrogate Phenol-d6 760 microgL 200 380 15-110
Surrogate Nitrobenzene-d5 654 microgL 100 654 30-130
Surrogate 2-Fluorobiphenyl 691 microgL 100 691 30-130
Surrogate 246-Tribromophenol 129 microgL 140 920 15-110
Surrogate p-Terphenyl-d14 750 microgL 100 750 30-130
Page 27 of 44
[TOC_2]Polychlorinated Biphenyls By GCECD[TOC]
[TOC_3]B273089[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Polychlorinated Biphenyls By GCECD - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273089 - SW-846 3510C
Blank (B273089-BLK1) Prepared 121820 Analyzed 122120
Aroclor-1016 ND 0100 microgL
Aroclor-1016 [2C] ND 0100 microgL
Aroclor-1221 ND 0100 microgL
Aroclor-1221 [2C] ND 0100 microgL
Aroclor-1232 ND 0100 microgL
Aroclor-1232 [2C] ND 0100 microgL
Aroclor-1242 ND 0100 microgL
Aroclor-1242 [2C] ND 0100 microgL
Aroclor-1248 ND 0100 microgL
Aroclor-1248 [2C] ND 0100 microgL
Aroclor-1254 ND 0100 microgL
Aroclor-1254 [2C] ND 0100 microgL
Aroclor-1260 ND 0100 microgL
Aroclor-1260 [2C] ND 0100 microgL
Surrogate Decachlorobiphenyl 0974 microgL 100 974 30-150
Surrogate Decachlorobiphenyl [2C] 0945 microgL 100 945 30-150
Surrogate Tetrachloro-m-xylene 0916 microgL 100 916 30-150
Surrogate Tetrachloro-m-xylene [2C] 0906 microgL 100 906 30-150
LCS (B273089-BS1) Prepared 121820 Analyzed 122120
Aroclor-1016 0481 0200 microgL 0500 962 50-140
Aroclor-1016 [2C] 0477 0200 microgL 0500 954 50-140
Aroclor-1260 0458 0200 microgL 0500 916 8-140
Aroclor-1260 [2C] 0450 0200 microgL 0500 900 8-140
Surrogate Decachlorobiphenyl 190 microgL 200 951 30-150
Surrogate Decachlorobiphenyl [2C] 186 microgL 200 929 30-150
Surrogate Tetrachloro-m-xylene 175 microgL 200 876 30-150
Surrogate Tetrachloro-m-xylene [2C] 176 microgL 200 880 30-150
LCS Dup (B273089-BSD1) Prepared 121820 Analyzed 122120
Aroclor-1016 0458 0200 microgL 0500 916 50-140 488
Aroclor-1016 [2C] 0448 0200 microgL 0500 896 50-140 628
Aroclor-1260 0423 0200 microgL 0500 847 8-140 784
Aroclor-1260 [2C] 0414 0200 microgL 0500 829 8-140 827
Surrogate Decachlorobiphenyl 169 microgL 200 847 30-150
Surrogate Decachlorobiphenyl [2C] 166 microgL 200 829 30-150
Surrogate Tetrachloro-m-xylene 162 microgL 200 810 30-150
Surrogate Tetrachloro-m-xylene [2C] 166 microgL 200 828 30-150
Page 28 of 44
[TOC_2]Metals Analyses (Total)[TOC]
[TOC_3]B273164[TOC]
[TOC_3]B273165[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273164 - EPA 2008
Blank (B273164-BLK1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
10
080
020
10
10
050
50
50
020
10
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
LCS (B273164-BS1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
484
487
473
951
474
477
476
451
955
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
931
969
974
946
951
948
953
952
903
955
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
LCS Dup (B273164-BSD1) Prepared 121920 Analyzed 122220
Antimony
Arsenic
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Zinc
465
479
489
476
955
472
480
476
453
954
10
80
20
10
10
50
50
50
20
100
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
microgL
500
500
500
500
1000
500
500
500
500
1000
930
959
978
951
955
944
960
951
907
954
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
85-115
00503
101
0421
0527
0360
0435
0713
00436
0425
0143
20
20
20
20
20
20
20
20
20
20
Batch B273165 - EPA 2007
Blank (B273165-BLK1) Prepared 121920 Analyzed 122120
Iron
Hardness
ND
ND
0050
14
mgL
mgL
LCS (B273165-BS1) Prepared 121920 Analyzed 122120
Iron
Hardness
412
27
0050
14
mgL
mgL
400
264
103
101
85-115
85-115
Page 29 of 44
[TOC_3]B273201[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Metals Analyses (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273165 - EPA 2007
LCS Dup (B273165-BSD1)
Iron
Hardness
408
26
0050
14
mgL
mgL
Prepared 121920 Analyzed 122120
400 102 85-115
264 993 85-115
0946
130
20
20
Batch B273201 - EPA 2451
Blank (B273201-BLK1)
Mercury ND 000010 mgL
Prepared amp Analyzed 122120
LCS (B273201-BS1)
Mercury 000398 000010 mgL
Prepared amp Analyzed 122120
000400 995 85-115
LCS Dup (B273201-BSD1)
Mercury 000426 000010 mgL
Prepared amp Analyzed 122120
000400 107 85-115 692 20
Page 30 of 44
PAAPHASW-846 Methods (Total)[TOC]
[TOC_3]B273029[TOC]
[TOC_3]B273038[TOC]
[TOC_3]B273059[TOC]
[TOC_3]B273112[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality ControlOC_2]Conventional Chemistry Parameters by E
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273029 - SM21-22 3500 Cr B
Blank (B273029-BLK1)
Hexavalent Chromium ND 00040 mgL
Prepared amp Analyzed 121620
LCS (B273029-BS1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 101 90-115
LCS Dup (B273029-BSD1)
Hexavalent Chromium 010 00040 mgL
Prepared amp Analyzed 121620
0100 104 90-115 248 11
Batch B273038 - SM21-22 4500 CL G
Blank (B273038-BLK1)
Chlorine Residual ND 0020 mgL
Prepared amp Analyzed 121620
LCS (B273038-BS1)
Chlorine Residual 066 0020 mgL
Prepared amp Analyzed 121620
0641 102 853-130
LCS Dup (B273038-BSD1)
Chlorine Residual 067 0020 mgL
Prepared amp Analyzed 121620
0641 105 853-130 233 136
Duplicate (B273038-DUP1)
Chlorine Residual
Source 20L0887-01
ND 0020 mgL
Prepared amp Analyzed 121620
ND NC 294
Matrix Spike (B273038-MS1)
Chlorine Residual
Source 20L0887-01
026 0020 mgL
Prepared amp Analyzed 121620
0300 ND 858 10-169
Batch B273059 - SM21-22 2540D
Blank (B273059-BLK1)
Total Suspended Solids ND 25 mgL
Prepared amp Analyzed 121820
LCS (B273059-BS1)
Total Suspended Solids 190 10 mgL
Prepared amp Analyzed 121820
200 950 574-123
Batch B273112 - EPA 3000
Blank (B273112-BLK1)
Chloride ND 10 mgL
Prepared amp Analyzed 121820
LCS (B273112-BS1)
Chloride 10 mgL
Prepared amp Analyzed 121820
100 101 90-110
Page 31 of 44
[TOC_3]B273331[TOC]
[TOC_3]B273396[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Conventional Chemistry Parameters by EPAAPHASW-846 Methods (Total) - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273112 - EPA 3000
LCS Dup (B273112-BSD1) Prepared amp Analyzed 121820
Chloride 10 mgL 100 101 90-110 0511 20
Batch B273331 - EPA 3501
Blank (B273331-BLK1) Prepared 122220 Analyzed 122320
Ammonia as N ND 010 mgL
LCS (B273331-BS1) Prepared 122220 Analyzed 122320
Ammonia as N 19 010 mgL 200 966 90-110
LCS Dup (B273331-BSD1) Prepared 122220 Analyzed 122320
Ammonia as N 20 010 mgL 200 100 90-110 341 20
Batch B273396 - EPA 1664B
Blank (B273396-BLK1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 14 mgL
LCS (B273396-BS1) Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 87 mgL 100 870 64-132
Duplicate (B273396-DUP1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) ND 70 mgL ND NC 18
Matrix Spike (B273396-MS1) Source 20L0887-01 Prepared amp Analyzed 122320
Silica Gel Treated HEM (SGT-HEM) 65 14 mgL 100 ND 650 64-132
Page 32 of 44
[TOC_2]Drinking Water Organics EPA 5041[TOC]
[TOC_3]B273121[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
QUALITY CONTROL
Drinking Water Organics EPA 5041 - Quality Control
Reporting Spike Source REC RPD
Analyte Result Limit Units Level Result REC Limits RPD Limit Notes
Batch B273121 - EPA 504 water
Blank (B273121-BLK1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
ND
110
0021 microgL
microgL
Prepared amp Analyzed 121820
106 104 70-130
LCS (B273121-BS1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0230
106
0021 microgL
microgL
Prepared amp Analyzed 121820
0260 884
104 102
70-130
70-130
LCS Dup (B273121-BSD1)
12-Dibromoethane (EDB)
Surrogate 13-Dibromopropane
0221
111
0021 microgL
microgL
Prepared amp Analyzed 121820
0257 860
103 108
70-130
70-130
387
Page 33 of 44
[TOC_1]Dual Column RPD Report[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0481
2 0000 0000 0000 0477 06
Aroclor-1260 1 0000 0000 0000 0458
2 0000 0000 0000 0450 22
Page 34 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
6083
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273089-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12212020 12212020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
Aroclor-1016 1 0000 0000 0000 0458
2 0000 0000 0000 0448 26
Aroclor-1260 1 0000 0000 0000 0423
2 0000 0000 0000 0414 14
Page 35 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY
FOR SINGLE COMPONENT ANALYTES LCS
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BS1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0230
Page 36 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
IDENTIFICATION SUMMARY LCS DupFOR SINGLE COMPONENT ANALYTES
EPA 5041
Lab Sample ID
Instrument ID (1)
GC Column (1)
B273121-BSD1
ID (mm)
Date(s) Analyzed
Instrument ID (2)
GC Column (2)
12182020 12182020
ID (mm)
ANALYTE COL RT RT WINDOW
CONCENTRATION RPD FROM TO
12-Dibromoethane (EDB) 1 3261 0000 0000 0221
Page 37 of 44
[TOC_1]FlagQualifier Summary[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
FLAGQUALIFIER SUMMARY
QC result is outside of established limits
Wide recovery limits established for difficult compound
Wide RPD limits established for difficult compound
Data exceeded client recommended or regulatory level
ND Not Detected
RL Reporting Limit is at the level of quantitation (LOQ)
DL Detection Limit is the lower limit of detection determined by the MDL study
MCL Maximum Contaminant Level
Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the
calculation which have not been rounded
No results have been blank subtracted unless specified in the case narrative section
J Detected but below the Reporting Limit (lowest calibration standard) therefore result is an estimated
concentration (CLP J-Flag)
L-04 Laboratory fortified blanklaboratory control sample recovery and duplicate recovery are outside of control limits
Reported value for this compound is likely to be biased on the low side
L-07 Either laboratory fortified blanklaboratory control sample or duplicate recovery is outside of control limits but
the other is within limits RPD between the two LFBLCS results is within method specified criteria
R-05 Laboratory fortified blank duplicate RPD is outside of control limits Reduced precision is anticipated for any
reported value for this compound
S-07 One associated surrogate standard recovery is outside of control limits but the other(s) isare within limits All
recoveries are gt 10
V-04 Initial calibration did not meet method specifications Compound was calibrated using a response factor where
RSD is outside of method specified criteria Reported result is estimated
V-05 Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for
this compound
Page 38 of 44
[TOC_1]Certifications[TOC]
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6083 in Water
Aroclor-1016 CTMANHNYRINCMEVA
Aroclor-1016 [2C] CTMANHNYRINCMEVA
Aroclor-1221 CTMANHNYRINCMEVA
Aroclor-1221 [2C] CTMANHNYRINCMEVA
Aroclor-1232 CTMANHNYRINCMEVA
Aroclor-1232 [2C] CTMANHNYRINCMEVA
Aroclor-1242 CTMANHNYRINCMEVA
Aroclor-1242 [2C] CTMANHNYRINCMEVA
Aroclor-1248 CTMANHNYRINCMEVA
Aroclor-1248 [2C] CTMANHNYRINCMEVA
Aroclor-1254 CTMANHNYRINCMEVA
Aroclor-1254 [2C] CTMANHNYRINCMEVA
Aroclor-1260 CTMANHNYRINCMEVA
Aroclor-1260 [2C] CTMANHNYRINCMEVA
6241 in Water
Acetone CTNYMANH
tert-Amyl Methyl Ether (TAME) MA
Benzene CTNYMANHRINCMEVA
Bromodichloromethane CTNYMANHRINCMEVA
Bromoform CTNYMANHRINCMEVA
Bromomethane CTNYMANHRINCMEVA
tert-Butyl Alcohol (TBA) NYMA
Carbon Tetrachloride CTNYMANHRINCMEVA
Chlorobenzene CTNYMANHRINCMEVA
Chlorodibromomethane CTNYMANHRINCMEVA
Chloroethane CTNYMANHRINCMEVA
Chloroform CTNYMANHRINCMEVA
Chloromethane CTNYMANHRINCMEVA
12-Dichlorobenzene CTNYMANHRINCMEVA
13-Dichlorobenzene CTNYMANHRINCMEVA
14-Dichlorobenzene CTNYMANHRINCMEVA
12-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethane CTNYMANHRINCMEVA
11-Dichloroethylene CTNYMANHRINCMEVA
trans-12-Dichloroethylene CTNYMANHRINCMEVA
12-Dichloropropane CTNYMANHRINCMEVA
cis-13-Dichloropropene CTNYMANHRINCMEVA
14-Dioxane MA
trans-13-Dichloropropene CTNYMANHRINCMEVA
Ethanol NYMANH
Ethylbenzene CTNYMANHRINCMEVA
Methyl tert-Butyl Ether (MTBE) NYMANHNC
Methylene Chloride CTNYMANHRINCMEVA
Naphthalene NYMANC
1122-Tetrachloroethane CTNYMANHRINCMEVA
Tetrachloroethylene CTNYMANHRINCMEVA
Page 39 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6241 in Water
Toluene CTNYMANHRINCMEVA
124-Trichlorobenzene MANC
111-Trichloroethane CTNYMANHRINCMEVA
112-Trichloroethane CTNYMANHRINCMEVA
Trichloroethylene CTNYMANHRINCMEVA
Trichlorofluoromethane (Freon 11) CTNYMANHRINCMEVA
Vinyl Chloride CTNYMANHRINCMEVA
m+p Xylene CTNYMANHRINC
o-Xylene CTNYMANHRINC
6251 in Water
Acenaphthene CTMANHNYNCRIMEVA
Acenaphthylene CTMANHNYNCRIMEVA
Anthracene CTMANHNYNCRIMEVA
Benzidine CTMANHNYNCRIMEVA
Benzo(ghi)perylene CTMANHNYNCRIMEVA
4-Bromophenylphenylether CTMANHNYNCRIMEVA
Butylbenzylphthalate CTMANHNYNCRIMEVA
4-Chloro-3-methylphenol CTMANHNYNCRIVA
Bis(2-chloroethyl)ether CTMANHNYNCRIMEVA
Bis(2-chloroisopropyl)ether CTMANHNYNCRIMEVA
2-Chloronaphthalene CTMANHNYNCRIMEVA
2-Chlorophenol CTMANHNYNCRIMEVA
4-Chlorophenylphenylether CTMANHNYNCRIMEVA
Di-n-butylphthalate CTMANHNYNCRIMEVA
13-Dichlorobenzene MANC
14-Dichlorobenzene MANC
12-Dichlorobenzene MANC
33-Dichlorobenzidine CTMANHNYNCRIMEVA
24-Dichlorophenol CTMANHNYNCRIMEVA
Diethylphthalate CTMANHNYNCRIMEVA
24-Dimethylphenol CTMANHNYNCRIMEVA
Dimethylphthalate CTMANHNYNCRIMEVA
46-Dinitro-2-methylphenol CTMANHNYNCRIMEVA
24-Dinitrophenol CTMANHNYNCRIMEVA
24-Dinitrotoluene CTMANHNYNCRIMEVA
26-Dinitrotoluene CTMANHNYNCRIMEVA
Di-n-octylphthalate CTMANHNYNCRIMEVA
12-DiphenylhydrazineAzobenzene NC
Bis(2-Ethylhexyl)phthalate CTMANHNYNCRIMEVA
Fluoranthene CTMANHNYNCRIMEVA
Fluorene CTMANHNYNCRIMEVA
Hexachlorobenzene CTMANHNYNCRIMEVA
Hexachlorobutadiene CTMANHNYNCRIMEVA
Hexachlorocyclopentadiene CTMANHNYNCRIMEVA
Hexachloroethane CTMANHNYNCRIMEVA
Isophorone CTMANHNYNCRIMEVA
Page 40 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
6251 in Water
Naphthalene CTMANHNYNCRIMEVA
Nitrobenzene CTMANHNYNCRIMEVA
2-Nitrophenol CTMANHNYNCRIMEVA
4-Nitrophenol CTMANHNYNCRIMEVA
N-Nitrosodimethylamine CTMANHNYNCRIMEVA
N-Nitrosodi-n-propylamine CTMANHNYNCRIMEVA
2-Methylnaphthalene NC
Phenanthrene CTMANHNYNCRIMEVA
2-Methylphenol NYNC
Phenol CTMANHNYNCRIMEVA
34-Methylphenol NYNC
Pyrene CTMANHNYNCRIMEVA
124-Trichlorobenzene CTMANHNYNCRIMEVA
246-Trichlorophenol CTMANHNYNCRIMEVA
2-Fluorophenol NC
2-Fluorophenol NCVA
Phenol-d6 VA
Nitrobenzene-d5 VA
EPA 2007 in Water
Iron CTMANHNYRINCMEVA
Hardness CTMANHNYRIVA
EPA 2008 in Water
Antimony CTMANHNYRINCMEVA
Arsenic CTMANHNYRINCMEVA
Cadmium CTMANHNYRINCMEVA
Chromium CTMANHNYRINCMEVA
Copper CTMANHNYRINCMEVA
Lead CTMANHNYRINCMEVA
Nickel CTMANHNYRINCMEVA
Selenium CTMANHNYRINCMEVA
Silver CTMANHNYRINCMEVA
Zinc CTMANHNYRINCMEVA
EPA 2451 in Water
Mercury CTMANHRINYNCMEVA
EPA 3000 in Water
Chloride NCNYMAVAMENHCTRI
EPA 3501 in Water
Ammonia as N NCNYMANHRIMEVA
SM21-22 2540D in Water
Total Suspended Solids CTMANHNYRINCMEVA
SM21-22 3500 Cr B in Water
Hexavalent Chromium NYCTNHRIMEVANC
SM21-22 4500 CL G in Water
Chlorine Residual CTMARIME
Page 41 of 44
Table of Contents
39 Spruce Street East Longmeadow MA 01028 FAX 413525-6405 TEL 413525-2332
CERTIFICATIONS
Certified Analyses included in this Report
Analyte Certifications
SM21-22 4500 CN E in Water
Cyanide CTMANHNYRINCMEVA
Con-Test a Pace Environmental Laboratory operates under the following certifications and accreditations
Code Description Number Expires
AIHA AIHA-LAP LLC - ISO170252017 100033 0312022
MA Massachusetts DEP M-MA100 06302021
CT Connecticut Department of Publilc Health PH-0567 09302021
NY New York State Department of Health 10899 NELAP 0412021
NH-S New Hampshire Environmental Lab 2516 NELAP 0252021
RI Rhode Island Department of Health LAO00112 12302020
NC North Carolina Div of Water Quality 652 12312020
NJ New Jersey DEP MA007 NELAP 06302021
FL Florida Department of Health E871027 NELAP 06302021
VT Vermont Department of Health Lead Laboratory LL720741 07302021
ME State of Maine MA00100 0692021
VA Commonwealth of Virginia 460217 12142021
NH-P New Hampshire Environmental Lab 2557 NELAP 0962021
VT-DW Vermont Department of Health Drinking Water VT-255716 06122021
NC-DW North Carolina Department of Health 25703 07312021
PA Commonwealth of Pennsylvania DEP 68-05812 06302021
MI Dept of Env Great Lakes and Energy 9100 0962021
Page 42 of 44
Table of Contents
Page 43 of 44
Table of Contents
Page 44 of 44
Appendix C
Cutsheets
1
2
31
2
1
2
ROD HOOPS
C B A
6 EXTERNAL FEED LINE w
WELDED NIPPLE amp FISH PLATE 313
3
8
169
5
16
6 WELD NECK FLANGE w 6 SLIP-ON FLANGE w
1
BLIND FLANGE 6 BUTTERFLY VALVE
1
(2)
1
2
Couplings
w Plugs
(3) 22 MANWAYS
6 DRAIN w 6 BUTTERFLY VALVE 6 DRAIN w 6 BUTTERFLY VALVE
ADD LIGHT PROTECTION
BARS BEHIND LIGHTS
480
GLADHAND w FISH PLATE
568
9
16
TUBE 4 x 2 x
1
4
x 65
7
8
TUBE 4 x 2 x
1
4
x 65
3
8
66
TOP OF WEIR TOP OF WEIR
6 TYP
65
1
2
WEIR WEIR
503
C B A
STANDARD SPECIFICATION
CAPACITY 18480 GALLONS (440 BBL)
SIDE SHEETS 14 A36 PLATE
FRONT SHEET 14 A36 PLATE
REAR SHEET 14 A36 PLATE
FLOOR 14 A36 PLATE
MAIN FLOOR RAILS 12 x 207 STRUCTURAL CHANNEL
FLOOR CROSSMEMBERS 14 A36 PLATE
SIDE STAKES ONE PIECE 316 A36 PLATE
SUSPENSION 3 LEAF SPRING 22500 LBS CACPACITY
AXLE 775 TRACK 22500 LBS CAPACITY
TIRES 11R225 RADIAL
WHEELS 825 x 225 STEEL
MANWAYS 3 - 22 DIA CURB SIDE
VALVES 3 - 6 BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (FRONT)
1 - 6 DRAIN BUTTERFLY VALVE (REAR)
2 - 6 BLIND FLANGE CONNECTION (REAR)
INLET PIPING 1 - 6 PIPE SYSTEM (REAR)
BLAST (INTERIOR) SSPC-SP-10 (NEAR WHITE)
(EXTERIOR) SSPC-SP-6 (COMMERCIAL BLAST)
PAINT (INTERIOR) EPOXYPHENOLIC 100 SOLID 200 MILS DFT
(EXTERIOR) FINISH COAT POLURETHANE 40 TO 50 DFT
2
ROD HOOPS
16
UNDER WEIR
OVER WEIR
TUBE 4 x 2 x
1
4
x 95
3
8
STIFFENER
12
90
11
16
T
YP
102
11
16
8T
YP
SECTION VIEW C-C SECTION VIEW B-B SECTION VIEW A-A
NOTE
This drawing is a representation baseline for this model of tank Variations between
this drawing and the actual equipment do exist primarily with appurtenance locations
sizes and quantities
65
3
4
102
118
86
11
16
16
ALL CONNECTIONS MUST
HAVE INTERNAL FLANGES
4 TYP
5
11
16
1
2
ROD HOOPS
22
512 West Henderson Ave Boaz Alabama 35957 Telephone 256 840-8031
PINNACLE MFG THIS DRAWING amp ALL INFORMATION
OTHERWISE NOTED
TOLERANCE UNLESS
NOTES
THEREON IS THE PROPERTY OF
PINNACLE Mfg LLC
1 DO NOT SCALE PRINT
X plusmn 060
2 DESTROY ALL PREVIOUS REVISIONS IT IS LOANED CONFIDENTIAL amp MUST
XX plusmn 030
3 ALL DRAWING CHANGES ARE TO BE NOT BE USED IN ANY WAY THAT IS
XXX plusmn 010
MADE ON CAD SYSTEM DETRIMENTAL TO OUR INTERESTS
AL470-WT
Lockwood Spec
MATERIAL MATERIAL
FIRST USED ECN
DRW FK
DRAWING NO
SIZE REV
DATE 17-1004
SCALE NTS
BOOK NO
DESCRIPTION
PLASMA DXF FILE
B
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
89 Crawford Street Leominster Massachusetts 01453 Tel 7744507177 Fax 8888350617 wwwlrt-llcnet
24
20
CATION EXCHANGE RESIN SOFTENING GRADE
Na FORM CGS
RESINTECH CGS is a sodium form standard crosslinked gel strong acid cation resin CGS is opti-mized for residential applications that require good regeneration efficiency and high capacity RESINTECH CGS is intended for use in all residential and commercial softening applications that do
NSFANSI 44-61 CERTIFIED FOR not have significant amounts of chlorine in the feedwater CGS is supplied in the sodium form MATERIAL SAFETY
FEATURES amp BENEFITS
bull RESIDENTIAL SOFTENING APPLICATIONS Resin parameters are optimized for residential softeners
bull LOW COLOR THROW
bull SUPERIOR PHYSICAL STABILITY 93 plus sphericity and high crush strengths together with carefully controlled particle distribution provides long life and low pressure drop
bull COMPLIES WITH US FDA REGULATIONS Conforms to paragraph 21CFR17325 of the Food Additives Regulations of the US FDA
Prior to first use for potable water resin should be backwashed for a minimum of 20 minutes followed by 10 bed volumes of downflow rinse
HYDRAULIC PROPERTIES
Pressure Loss Backwash Expansion 100
40degF 60degF 80degF 100degF
40degF 60degF 80degF 100degF
Perc
ent
of E
xpan
sion
80
60
40
20
psi
ft o
f Res
in
16
12
04
00 0 00 50 100 150 200 00 30 60 90 120
gpm sqft gpm sqft
PRESSURE LOSS BACKWASH The graph above shows the expected pressure loss of ResinTech The graph above shows the expansion characteristics of ResinTech CGS per foot of bed depth as a function of flow rate at various CGS as a function of flow rate at various temperatures temperatures
160 Cooper Road bull West Berlin NJ 08091 USA bull p 8567689600 bull f 8567689601bull e ixresinresintechcom bull w resintechcom
08
RESINTECHreg CGS
PHYSICAL PROPERTIES
Polymer Structure StyreneDVB Polymer Type Gel Functional Group Sulfonic Acid Physical Form Spherical beads Ionic Form as shipped Sodium Total Capacity
Sodium form gt18 meqmL Water Retention
Sodium form 40 to 52 percent Approximate Shipping Weight
Sodium form 50 lbscuft Screen Size Distribution (US mesh) 16 to 50 Maximum Fines Content (lt50 mesh) 1 percent Minimum Sphericity 90 percent Uniformity Coefficient 16 approx Resin Color Amber Note Physical properties can be certified on a per lot basis available upon request
SUGGESTED OPERATING CONDITIONS
Maximum continuous temperature Sodium form 250˚F
Minimum bed depth 24 inches Backwash expansion 25 to 50 percent Maximum pressure loss 25 psi Operating pH range 0 to 14 SU Regenerant Concentration
Salt cycle 10 to 15 percent NaCl Regenerant level 4 to 15 lbscuft Regenerant flow rate 05 to 15 gpmcuft Regenerant contact time gt20 minutes Displacement flow rate Same as dilution water Displacement volume 10 to 15 gallonscuft Rinse flow rate Same as service flow Rinse volume 35 to 60 gallonscuft Service flow rate 1 to 10 gpmcuft
APPLICATIONS
SOFTENING RESINTECH CGS is a standard crosslinked cation resin optimized for res-idential and commercial applications This type of resin is easier to regenerate than the higher crosslinked resins CGS has marginal resis-tance to chlorine and other oxidants and is not ideal for high tempera-ture and other high stress applications
0 0 5 10 15 20
5
10
15
20
25
30
Cap
acit
y K
ilogr
ains
per
cu
ft
Salt Dose lbs per cu ft
CGS Softening Capacity
Capacity and leakage data are based on the following 21 CaMg ratio 500 ppm TDS as CaCO3 02 hardness in the salt and 10 brine concentration applied co-currently through the resin over 30 minutes No engineering downgrade has been applied
0 0 5 10 15 20
3
6
9
12
15
Leak
age
ppm
as
CaCO
3
Salt Dose lbs per cu ft
CGS Hardness Leakage
Note These guidelines describe average low risk operating conditions They are not intended to be absolute minimums or maximums For operation outside these guidelines contact ResinTech Technical Support
East Coast - West Berlin NJ p8567689600 bull Midwest - Chicago IL p7087771167 bull West Coast - Los Angeles CA p3232621600 CAUTION DO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materials such as ion exchange resins
MATERIAL SAFETY DATA SHEETS (MSDS) are available for all ResinTech Inc products To obtain a copy contact your local ResinTech sales representative or our corporate headquarters They contain important health and safety information That information may be needed to protect your employees and customers from any known health and safety hazards associated with our products We recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliable They are offered in good faith However we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patents further we assume no liability for the consequences of any such actions RESINTECH is a registered trademark reg of RESINTECH INC CGS rev 11
SBG1 ANION EXCHANGE RESIN TYPE ONE GEL Cl OR OH FORM
reg
RESINTECH SBG1 is a high capacity shock resistant gelular Type 1 strongly basic anion exchange resin supplied in the chloride or hydroxide form as moist tough uniform spherical beads RESINTECH SBG1 is intended for use in all types of deionization systems and chemical processing applications It is similar to RESINTECH SBG1P but has a higher volumetric capacity and exhibits lower TOC leach rates This makes it the better performer in single use applications such as in cartridge deionization and when high levels of regeneration are used such as in polishing mixed beds On the other hand RESINTECH SBG1P is more resistant to organic fouling and gives higher operating capacities at low regeneration levels such as those used in make up demineralizers
FEATURES amp BENEFITS
bull COMPLIES WITH FDA REGULATIONS FOR POTABLE WATER APPLICATIONS Conforms to paragraph 21CFR173125 of the Food Additives Regulations of the FDA
bull HIGH TOTAL CAPACITY Provides longer run lengths in single use applications or where high levels of regeneration are used such as in mixed bed polishers cartridge demineralizers
bull UNIFORM PARTICLE SIZE 16 to plus 50 mesh range gives a LOWER PRESSURE DROP while maintaining SUPERIOR KINETICS
bull SUPERIOR PHYSICAL STABILITY
bull LOWER TOC LEACH RATE Makes it ideal for polishing mixed beds in wafer washing and other high purity water polishing applications
For potable water applications the resin must be properly pre-treated usually by multiple exhaustion and regeneration cycles to ensure compliance with extractable levels
HYDRAULIC PROPERTIES
Pres
sure
Dro
p p
sift
3
2
1
0
0 2 4
Pressure Drop
o F40
o F60
o F80
100o F
6 8 10 12 14 16 18 20
Flow Rate gpmsqft
Perc
ent E
xpan
sion
100
80
60
40
20
0
00
Backwash Expansion
o F40 o F
60o F
80
100
10 20 30
Flow Rate gpmsqft
o F
40
PRESSURE DROP BACKWASH The graph above shows the expected pressure loss per foot of bed depth After each cycle the resin bed should be backwashed at as a function of flow rate at various temperatures a rate that expands the bed 50 to 75 percent This will remove any foreign
matter and reclassify the bed The graph above shows the expansion characteristics of RESINTECH SBG1 in the sodium form
1 Resintech Plaza bull 160 Cooper Road bull West BerlinNJ 08091 bull Phone(856)768-9600 bull Fax(856)768-9601 bull E-mailixresinresintechcom bull Web Sitewwwresintechcom
RESINTECHreg SBG1
PHYSICAL PROPERTIES
Polymer Structure Styrene Crosslinked with DVB Functional Group R-N-(CH3)3
+Clndash
Ionic Form as shipped Chloride or Hydroxide Physical Form Tough Spherical Beads Screen Size Distribution 16 to 50
+16 mesh (US Std) lt 5 percent -50 mesh (US Std) lt 1 percent
pH Range 0 to14 Sphericity gt 93 percent Uniformity Coefficient Approx 16 Water Retention
Chloride Form 43 to 50 percent Hydroxide Form Approx 53 to 60 percent
Solubility Insoluble Approximate Shipping Weight
Cl Form 44 lbscuft OH Form 41 lbscuft
Swelling Cl- to OH- 18 to 25 percent Total Capacity
Cl Form 145 meqml min OH Form 115 meqml min
SUGGESTED OPERATING CONDITIONS
Maximum Continuous Temperature Hydroxide Form 140ordmF alt Form 170ordmF
Minimum Bed Depth 24 inches Backwash Rate 50 to 75 percent Bed Expansion Regenerant Concentration 2 to 6 percent Regenerant Flow Rate 025 to 10 gpmcuft Regenerant Contact Time At least 40 Minutes Regenerant Level 4 to 10 poundscuft Displacement Rinse Rate Same as Regenerant Flow Rate Displacement Rinse Volume 10 to 15 galscuft Fast Rinse Rate Same as Service Flow Rate Fast Rinse Volume 35 to 60 galscuft Service Flow Rates
Polishing Mixed Beds 3 to 15 gpmcuft Non-Polishing Apps 2 to 4 gpmcuft
OPERATING CAPACITY
The operating capacity of RESINTECH SBG1 for a variety of acids at various regeneration levels when treating an influent with a concentration 500 ppm expressed as CaCO3 is shown in the following table
Pounds NaOHft3
Capacity Kilograms per cubic foot HCl H2SO4 H2SiO3 H2CO3
4 113 140 147 186 6 128 163 173 198 8 143 133 195 216 10 155 200 222 222
APPLICATIONS
DEMINERALIZATION ndash RESINTECH SBG1 is highly recommended for use in mixed bed demineralizers wherever complete ion removal superior physical and osmotic stability and low TOC leachables are required such as in wafer fabrication and other ultrapure applications
RESINTECH SBG1 has high total capacity and low swelling on regeneration and provides maximum operating capacity in cartridge deionization appli-cations It is ideal for single use applications such as precious metal recovery radwaste disposal and purification of toxic waste streams
Highly crosslinked Type 1 styrenic anion exchangers have greater thermal and oxidation resistance than other types of strong base resins They can be operated and regenerated at higher temperatures The combination of lower porosity high total capacity and Type 1 functionality make RESINTECH SBG1 the resin of choice when water temperatures exceed 85oF and where the combination of carbon dioxide borate and silica exceed 40 of the total anions
RESINTECH SBG1P and RESINTECH SBG1 are quite similar the difference between them is the degree of porosity RESINTECH SBG1P has greater porosity that gives it faster kinetics and greater ability to reversibly sorb slow moving ions such as Naturally occurring Organic Matter (NOM) At lower regeneration levels and where chlorides make up a substantial portion of the anion load or where the removal and elution of naturally occurring organics is of concern RESINTECH SBG1P SBACR or SBG2 should be considered At the higher regeneration levels used in mixed bed polishers RESINTECH SBG1 provides higher capacity and the lowest possible TOC leach rates
CAUTIONDO NOT MIX ION EXCHANGE RESIN WITH STRONG OXIDIZING AGENTS Nitric acid and other strong oxidizing agents can cause explosive reactions when mixed with organic materialssuch as ion exchange resins
Material Safety Data Sheets (MSDS) are available for all ResinTech IncproductsTo obtain a copycontact your local ResinTech sales representative or our corporate headquarters They contain important health and safety informationThat information may be needed to protect your employees and customers from any known health and safety hazards associated with our productsWe recommend that you secure and study the pertinent MSDS for our products and any other products being used These suggestions and data are based on information we believe to be reliableThey are offered in good faithHowever we do not make any guarantee or warranty We caution against using these products in an unsafe manner or in violation of any patentsfurther we assume no liability for the consequences of any such actions
SBG1serv050102RESINTECH is a registered trademark reg of RESINTECH INC
GROOVED amp SMOOTH-END FLOWMETER MODEL MGMS100 SPECIFICATIONS
PERFORMANCE
ACCURACYREPEATABILITY plusmn2 of reading guaranteed throughout full range plusmn1 over reduced range Repeatability 025 or better
RANGE (see dimensions chart below) HEAD LOSS (see dimensions chart below) MAXIMUM TEMPERATURE (Standard Construction)
160degF constant PRESSURE RATING 150 psi
MATERIALS
TUBE Epoxy-coated carbon steel BEARING ASSEMBLY Impeller shaft is 316 stainless steel
Ball bearings are 440C stainless steel MAGNETS (Permanent type) Cast or sintered alnico BEARING HOUSING Brass Stainless Steel optional IMPELLER Impellers are manufactured of high-impact
plastic retaining their shape and accuracy over the life of the meter High temperature impeller is optional
REGISTER An instantaneous flowrate indicator and six-digit straight-reading totalizer are standard The
register is hermetically sealed within a die cast aluminum case This protective housing includes a domed acrylic lens and hinged lens cover with locking
hasp COATING Fusion-bonded epoxy
OPTIONS
bull Forwardreverse flow measurement bull High temperature construction bull ldquoOver Runrdquo bearing assembly for higher-than-normal
flowrates bull Electronic Propeller Meter available in all sizes of this
model bull A complete line of flow recordingcontrol
instrumentation bull Straightening vanes and register extensions available bull Certified calibration test results
McCrometer reserves the right to change design or specifications without notice MG100 MS100 DIMENSIONS
Meter Size (inches) 2 2 frac12 3 4 6 8 10 12 14 16 18 20 24 Maximum Flow US GPM 250 250 250 600 1200 1500 1800 2500 3000 4000 5000 6000 8500 Minimum Flow US GPM 40 40 40 50 90 100 125 150 250 275 400 475 700 Head Loss in Inches at Max Flow 2950 2950 2950 2300 1700 675 375 275 200 175 150 125 100 Shipping Weight lbs 17 40 54 68 87 106 140 144 172 181 223 H (inches) See 109 1278 1384 1484 1691 1890 2053 2253 2553 2653 3053 L (inches) MG100 Special 13 20 20 20 20 20 20 22 22 22 22 L1 (inches) MS100 Note 13 20 22 22 22 22 22 24 24 24 24 OD of Meter Tube 350 4500 6625 8625 10750 12750 1400 1600 1800 2000 2400 Special NotemdashReducing fittings incorporating grooves are supplied to adapt the 3-inch model to smaller line sizes Larger flowmeters on special order
FOR MORE INFORMATION CONTACT
copy2003-2007 by McCrometerPrinted in USA 3255 West Stetson Avenue Hemet CA 92545 USALit24517-17 Rev 1812-08 951-652-6811 FAX 951-652-3078 wwwmccrometercom
Appendix D
Supporting Information
- ˙ ˛ ˜ $ amp (˝) +) 0 1 +) 2 3) 4 5 6 6 ) 7 685 + 9 ++ +) amp $3 )+amp 41lt66=gt==deg9 1lt66 =gt==deg 9 =9 A 2 deg =B 9 C 2 2 deg DE F )$4GHEE6IE3 CEJltHElt3˜KL amp 4 1IMdeg N3O$ 1HCJ6J6 P QR SR RT UVWUW ˇ RQS X RT VSYZ U RW P SRU W SZ [ S WWZ SRUWQRS S S R R SSR QR S WZS RT R U QR T T T RVRS ]US ]RQ] RS ]QR SR
^ _ _ a _ _ _ bc
13
13
13 13 13 13 13 13 13 13 13 13 13
Documentation of the Results of the ESA Eligibility Determination
Using information in Appendix II of the NPDES RGP the project is eligible for coverage under this general permit under FWS Criterion C This project is located in Essex County No designated critical habitats were listed in the project area
An Endangered Species Consultation was conducted on the US Fish amp Wildlife Service New England Field Office ECOS IPaC webpage for the Site
bull The Northern long-eared bat was listed as ldquoThreatenedrdquo in Essex County
Based upon a discussion with the US Fish amp Wildlife Service (USFWS) temporary dewatering activities at the site are not expected to impact the Northern Long-eared Bat
Northern long-eared bats spend winter hibernating in caves and mines They use areas in various sized caves or mines with constant temperatures high humidity and no air currents During the summer northern long-eared bats roost singly or in colonies underneath bark in cavities or in crevices of both live trees and snags (dead trees) There are no caves and mines located at the site There are no trees in the immediate vicinity of the site and tree removal is not part of the scope of work related to this Notice of Intent Therefore temporary dewatering activities will have ldquono impactrdquo to the Northern Long-eared Bat
United States Department of the Interior FISH AND WILDLIFE SERVICE
New England Ecological Services Field Office 70 Commercial Street Suite 300
Concord NH 03301-5094 Phone (603) 223-2541 Fax (603) 223-0104
httpwwwfwsgovnewengland
In Reply Refer To December 16 2020 Consultation Code 05E1NE00-2021-SLI-0752 Event Code 05E1NE00-2021-E-02261 Project Name 1600 Osgood Street
Subject List of threatened and endangered species that may occur in your proposed project location andor may be affected by your proposed project
To Whom It May Concern
The enclosed species list identifies threatened endangered proposed and candidate species as well as proposed and final designated critical habitat that may occur within the boundary of your proposed project andor may be affected by your proposed project The species list fulfills the requirements of the US Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973 as amended (16 USC 1531 et seq)
New information based on updated surveys changes in the abundance and distribution of species changed habitat conditions or other factors could change this list Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed listed and candidate species and federally designated and proposed critical habitat Please note that under 50 CFR 40212(e) of the regulations implementing section 7 of the Act the accuracy of this species list should be verified after 90 days This verification can be completed formally or informally as desired The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list
The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq) Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species andor designated critical habitat
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A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 USC 4332(2) (c)) For projects other than major construction activities the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species andor designated or proposed critical habitat Recommended contents of a Biological Assessment are described at 50 CFR 40212
If a Federal agency determines based on the Biological Assessment or biological evaluation that listed species andor designated critical habitat may be affected by the proposed project the agency is required to consult with the Service pursuant to 50 CFR 402 In addition the Service recommends that candidate species proposed species and proposed critical habitat be addressed within the consultation More information on the regulations and procedures for section 7 consultation including the role of permit or license applicants can be found in the Endangered Species Consultation Handbook at
httpwwwfwsgovendangeredesa-librarypdfTOC-GLOSPDF
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 USC 668 et seq) and projects affecting these species may require development of an eagle conservation plan (httpwwwfwsgovwindenergy eagle_guidancehtml) Additionally wind energy projects should follow the wind energy guidelines (httpwwwfwsgovwindenergy) for minimizing impacts to migratory birds and bats
Guidance for minimizing impacts to migratory birds for projects including communications towers (eg cellular digital television radio and emergency broadcast) can be found at http wwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowerstowershtm http wwwtowerkillcom and httpwwwfwsgovmigratorybirdsCurrentBirdIssuesHazardstowers comtowhtml
We appreciate your concern for threatened and endangered species The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office
Attachment(s)
Official Species List
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Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act and fulfills the requirement for Federal agencies to request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action
This species list is provided by
New England Ecological Services Field Office 70 Commercial Street Suite 300 Concord NH 03301-5094 (603) 223-2541
2 12162020 Event Code 05E1NE00-2021-E-02261
Project Summary Consultation Code 05E1NE00-2021-SLI-0752
Event Code 05E1NE00-2021-E-02261
Project Name 1600 Osgood Street
Project Type Water Withdrawal Depletion
Project Description Construction Dewatering
Project Location Approximate location of the project can be viewed in Google Maps https wwwgooglecommapsplace4273097663471946N7111645067232263W
Counties Essex MA
3 12162020 Event Code 05E1NE00-2021-E-02261
Endangered Species Act Species There is a total of 1 threatened endangered or candidate species on this species list
Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area For example certain fish may appear on the species list because a project could affect downstream species
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA1Fisheries as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce
See the Critical habitats section below for those critical habitats that lie wholly or partially within your project area under this offices jurisdiction Please contact the designated FWS office if you have questions
1 NOAA Fisheries also known as the National Marine Fisheries Service (NMFS) is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce
Mammals NAME STATUS
Northern Long-eared Bat Myotis septentrionalis Threatened No critical habitat has been designated for this species Species profile httpsecosfwsgovecpspecies9045
Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICES JURISDICTION
Documentation of the National Historic Preservation Act Eligibility Determination
As part of this permit a determination was made as to whether there were any historic properties or places listed on the national register in the path of the discharge or in the vicinity of the construction of treatment systems or BMPs related to the discharge A search on the Massachusetts Cultural Resource Information System Database and the National Register of Historic Places found no properties are located on or near the project route In addition construction and dewatering water treatment work will be conducted on and along the roadway and will not impact surrounding areas Therefore the proposed discharge will not have the potential to cause effects on historical properties
MACRIS Search Results
Search Criteria Town(s) North Andover Street No 1600 Street Name Osgood St Resource Type(s) Area Building Burial Ground Object Structure
Inv No Property Name Street Town Year
Wednesday December 16 2020 Page 1 of 1