LAGOON NO. 1 ENGINEERING EVALUATION/COST ANALYSIS PROJECT … › work › 05 › 40344.pdf · NATIONAL PRESTO INDUSTRIES, INC. SITE EAU CLAIRE, WISCONSIN LAGOON NO. 1 ENGINEERING

oooco

NATIONAL PRESTO INDUSTRIES, INC. SITE

EAU CLAIRE, WISCONSIN

LAGOON NO. 1

ENGINEERING EVALUATION/COST ANALYSIS

PROJECT #497-16.1

JULY 1997

Office Location: Office Contact:

EDER ASSOCIATES Nora M. Brew

480 Forest Avenue (516) 671 -8440

Locust Valley, New York 11560

Offices in New York, Wisconsin, Michigan, Georgia, Florida, New Jersey and Massachusetts

LLV5980.RPT 071697

eder associatesenvironmental scientists, and engineers

VIA FEDEX

July 16, 1997File #497-16.1

OFFICES:Locust Valley. .MYMadison. WlAnn Arbor. MlAugusta, GAJacksonville. FLTrenton. NJTampa, FLStoneham. MA

Mr. Michael BellotRemedial Project ManagerWaste Management DivisionUnited States Environmental Protection Agency - Region V77 West Jackson Boulevard - HSR6JChicago, Illinois 60604-3590

Re: National Presto Industries, Inc. SiteEau Claire, WisconsinLagoon No. 1 Engineering Evaluation/Cost Analysis

Dear Mr. Bellot:

Four copies of the Lagoon No. 1 Engineering Evaluation/Cost Analysis report (EE/CA) are enclosedfor your review, approval, and distribution to the information repositories. This report and thelaboratory data validation summary (submitted under separate cover) have been revised inaccordance with the USEPA and WDNR comments provided in your July 3, 1997 letter.

We are available to discuss the EE/CA at your convenience. Please call me (516-739-2094) orDennis Kugle in our Madison office (608-836-1500) if you have any questions.

Very truly yours,

EDER ASSOCIATES

Nora M. BrewSenior Engineer

NMB/llvcc: G. Mickelson

S.Thon0. PatelS. BauerR. NaumanD. Kugie

LLV59BO RPT

480 FOREST AVE., P 0. BOX 707, LOCUST VALLEY, NEW YORK 11560-0707 - (516) 671-8440 - FAX (516) 671-3349

eder associates

CONTENTS

Page

EXECUTIVE SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ES-1

1.0 INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

2.0 SITE CHARACTERIZATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22.1 Site Description and Background . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22.2 Previous Remedial Actions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32.3 Lagoon No. 1 Waste Forge Compound Removal Action . . . . . . . . . . . . . . . . . . . 32.4 Lagoon No. 1 Vadose Zone Characterization . . . . . . . . . . . . . . . . . . . . . . . . . . . . 72.5 Risk Evaluation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13

3.0 IDENTIFICATION OF REMEDIAL OBJECTIVES . . . . . . . . . . . . . . . . . . . . . . . . . . . 143.1 Vadose Zone . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 143.2 Stockpiled Low BTU W a s t e / S o i l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 143.3 ARARs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15

4.0 IDENTIFICATION AND ANALYSIS OF REMEDIAL ALTERNATIVES . . . . . . . . 164.1 Vadose Zone . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17

4.1.1 Alternative V-l - No Further Action . . . . . . . . . . . . . . . . . . . . . . . . . . . . 174.1.2 Alternative V-2 - Soil Vapor Extraction . . . . . . . . . . . . . . . . . . . . . . . . . 194.1.3 Alternative V-3 - Composting in Biopiles . . . . . . . . . . . . . . . . . . . . . . . . 224.1.4 Alternative V-4 - Off-site Landfilling . . . . . . . . . . . . . . . . . . . . . . . . . . . 25

4.2 Stockpiled Waste/Soil . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 274.2.1 Alternative S-l - Consolidate Under MRDS Cap . . . . . . . . . . . . . . . . . . 274.2.2 Alternative S-2 - Soil Vapor Extraction . . . . . . . . . . . . . . . . . . . . . . . . . . 294.2.3 Alternative S-3 - Use as Supplemental Cement Kiln Fuel . . . . . . . . . . . 304.2.4 Alternative S-4 - Off-site Landfilling . . . . . . . . . . . . . . . . . . . . . . . . . . . 31

5.0 COMPARATIVE ANALYSIS OF REMEDIAL ALTERNATIVES . . . . . . . . . . . . . . . 335.1 Vadose Zone . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 335.2 Stockpiled Low BTU W a s t e / S o i l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37

6.0 RECOMMENDED REMEDIAL ALTERNATIVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40

LLVS9SO RPT

eder associates

TABLES

No. Description1 Summary of VOCs Detected in Soil - 19952 Summary of Soil Gas PGC Results - 19953 Summary of VOCs Detected in Soil -19964 Summary of Headspace PGC Results -19965 Summary of VOCs Detected in Groundwater - 1995/19966 Summary of SVOCs Detected in Soil - 19957 Summary of SVOCs Detected in Soil -19968 Summary of PCBs Detected in Soil - 19959 Summary of PCBs Detected in Soil - 1996

10 Summary of Metals Detected in Soil - 199511 Summary of Metals Detected in Soil - 199612 Preliminary Capital Cost Estimate, Alternative V-l - No Further Action13 Preliminary Capital Cost Estimate, Alternative V-2 - Soil Vapor Extraction14 Preliminary Capital Cost Estimate, Alternative V-3 - Composting in Biopiles15 Preliminary Capital Cost Estimate, Alternative V-4 - Off-site Landfilling16 Preliminary Capital Cost Estimate, Alternative S-l - Consolidate Under MRDS Cap17 Preliminary Capital Cost Estimate, Alternative S-4 - Off-site Landfilling

FIGURES

No. Description1 Site Plan2 Lagoon No. 1 Boring Locations3 Cross Section A-A'4 Vertical Profile of TCA Concentrations5 Vertical Profile of TCE Concentrations6 Vertical Profile of PCE Concentrations

APPENDICES

APPENDIX A—BORING LOGS AND BOREHOLE ABANDONMENT FORMSAPPENDIX B—APPLICABLE OR RELEVANT AND APPROPRIATE REQUIREMENTSAPPENDIX C—IRA GROUNDWATER REMEDIATION SYSTEM TIME FRAME ESTIMATES

LLVS910 RPT

eder associates

EXECUTIVE SUMMARY

This report is intended to satisfy the Engineering Evaluation/Cost Analysis (EE/CA) requirements

for Lagoon No. 1 at the National Presto Industries, Inc. (NPI) site, Eau Claire, Wisconsin, as

specified in the October 14, 1993 Administrative Order by Consent and the October 1994

Modification to this Order, which includes the "Amendment to Lagoon No. 1 Removal Action Work

Plan" (Eder Associates, October 1994). The goal of the EE/CA is to summarize the remedial

objectives related to residual contaminants remaining at the Lagoon No. 1 area and in the low BTU

value (<5,000 3TU/lb) waste/soil removed from Lagoon No. 1 (temporarily stockpiled near the

Melby Road Disposal Site [MRDS]). This EE/CA analyzes and compares the various alternatives

that may be used to satisfy these objectives.

Pursuant to the October 14,1993 Administrative Order by Consent, approximately 1,100,000 gallons

of pumpable waste forge compound (with heating values >5,000 BTU/lb) were removed from

Lagoon No. 1, blended with solvents, and burned as supplemental fuel at CERCLA-approved cement

kilns between October 1993 and September 1994. The October 1994 Modification to the Consent

Order addressed removing waste forge compound solids with heating values >5,000 BTU/lb from

Lagoon No. 1 and the East Disposal Site trench for use as a supplemental fuel at CERCLA-approved

cement kilns. The Modification also covered characterizing the vadose zone beneath Lagoon No.

1 and the East Disposal Site trench, evaluating remedial options, and remediating the vadose zone

at these areas, if necessary.

Approximately 5,000 cubic yards of waste forge compound solids (>5,000 BTU/lb) were removed

from the lagoon, packaged, transported to cement kilns and burned as supplemental fuel. After the

waste forge compound solids removal action was completed, a significant volume of waste/soil

mixture with BTU values less than 5,000 BTU/lb remained in Lagoon No. 1. USEPA suggested that

this material be removed from the lagoon and temporarily stockpiled near the MRDS, where it could

LLV59SORPT ES-1

eder associates

eventually be consolidated with other waste materials from the East Disposal Site and Drainage

Ditch 3 and capped. Approximately 9,800 cubic yards of residual waste mixed with soil was

removed from Lagoon No. 1 in July - September 1996 and stockpiled near the MRDS. This EE/CA

is the administrative mechanism for evaluating options and making decisions regarding response

actions for this low BTU value waste/soil. USEPA's May 1996 Record of Decision (ROD) covers

remediation of the MRDS, East Disposal Site, Drainage Ditch 3, Dry Wells 2 and 5, and

groundwater in Plumes 1-2, 3, 4 and 5.

A well-defined waste forge compound trench was not found at the East Disposal Site and the

removal effort at this area was discontinued. The East Disposal Site vadose zone will be

characterized under the remedy described in the May 1996 ROD.

Soil samples were collected in August 1995 and September 1996 in accord with USEPA-approved

sampling plans. The samples were analyzed for TCL VOCs, SVOCs, PCBs and metals to

characterize the vadose zone beneath Lagoon No. 1. Soil gas and headspace screening analyses of

TCA, TCE and PCE were also performed to evaluate vapor phase VOC concentrations beneath the

lagoon. Although the sampling procedures were designed to minimize VOC loss prior to laboratory

analysis, the laboratory reported few detectable concentrations of VOCs in the soil samples. The

PGC soil gas and headspace screening analyses were more sensitive and detected VOCs more

frequently than the laboratory analyses.

The SVOCs detected in the soil samples are consistent with the asphaltic material which comprised

one-third of the forge compound, and indicate that small amounts of waste forge compound remain

mixed with soil near the surface at some locations in Lagoon No. 1. The concentrations of PCBs

and metals detected in the soil samples are not of concern.

The characterization results indicate that residual VOCs in the vadose zone beneath the lagoon

would act as a very low level source of contaminants to groundwater as precipitation and runoff

infiltrate through the subsurface, until the remaining VOCs are washed out.

LLV5980 RPT ES-2

eder associates

The following alternatives were evaluated to remediate residual VOCs in the vadose zone beneath

Lagoon No. 1 and to dispose of the stockpiled low BTU waste/soil:

Vadose Zone Alternatives

• Alternative V-l - No Further Action

• Alternative V-2 - Soil Vapor Extraction

• Alternative V-3 - Composting in Biopiles

• Alternative V-4 - Off-site Landfilling

Stockpiled Waste/Soil Alternatives

Alternative S-l - Consolidate Under MRDS Cap

• Alternative S-2 - Soil Vapor Extraction

• Alternative S-3 - Use as Supplemental Cement Kiln Fuel

• Alternative S-4 - Off-site Landfilling

These alternatives were evaluated and compared based on effectiveness, implementability and cost.

Based on this evaluation, NPI and Eder recommend installing ar CWT7 c"stem to remove residual

vapor phase VOCs from the vadose zone beneath Lagoon No. 1, and consolidating the stockpiled

low BTU waste/soil for capping at the MRDS.

NPI and Eder are prepared to quickly design and install the Lagoon No. 1 SVE system in 1997, upon

approval from USEPA and WDNR. The stockpiled waste/soil would be removed and consolidated

at the MRDS in step with installation of the MRDS cap planned for 1998.

LLViSSO RPT ES-3

eder associates

1.0 INTRODUCTION

This report is intended to satisfy the Engineering Evaluation/Cost Analysis (EE/CA) requirements

for Lagoon No. 1 at the National Presto Industries, Inc. (NPI) site, Eau Claire, Wisconsin, as

specified in the October 14, 1993 Administrative Order by Consent and the October 1994

Modification to this Order, which includes the "Amendment to Lagoon No. 1 Removal Action Work

Plan" (Eder Associates, October 1994). The goal of the EE/CA is to summarize the remedial

objectives related to residual contaminants remaining at the Lagoon No. 1 area and in the low BTU

value (<5,000 BTU/lb) waste/soil removed from Lagoon No. 1 (temporarily stockpiled near the

MRDS). This EE/CA analyzes and compares the various alternatives that may be used to satisfy

these objectives. This EE/CA report is consistent with USEPA's Guidance on Conducting Non-

Time-Critical Removal Actions Under CERCLA (EPA/540-R-93-057, August 1993).

Details on the waste forge compound removal action conducted at Lagoon No. 1 and relevant

historical and site characterization information are presented in Section 2.0. Remedial objectives

related to residual contaminants remaining at the Lagoon No. 1 area and in the stockpiled low BTU

value waste/soil are developed in Section 3.0. Alternatives to achieve the remedial objectives for

these materials are evaluated separately in Section 4.0 and compared in Section 5.0. The

recommended alternative is identified in Section 6.0.

LLV5980 RJT

eder associates

2,0 STTF CHARACTERIZATION

2.1 Site Description and Background

The NPI site Remedial Investigation (RI) report (Eder, August 1994) and Feasibility Study (FS)

report (Eder, September 1995) present detailed information on site history, waste disposal practices,

and the nature and extent of contamination at the NPI site and in groundwater at and around the site.

The FS did not address remediation of Lagoon No. 1, since this area was addressed separately under

the October 1993 Consent Order and the October 1994 Modification. Figure 1 is a site plan of

Lagoon No. 1. The FS developed remedial alternatives for the Melby Road Disposal Site (MRDS),

the East Disposal Site, Drainage Ditch 3, Dry Wells 2 and 5, and off-site groundwater in Plumes 1-2,

3,4 and 5. The May 1996 Record of Decision (ROD) for the NPI site selected the following remedy

for these areas of concern:

• In-situ soil vapor extraction (SVE) at the MRDS

• Multi-layer capping at the MRDS

• Removing waste materials from the East Disposal Site and Drainage Ditch 3 and

consolidating them at the MRDS for capping

• Removing contaminated soil and sediment from Dry Wells 2 and 5 for off-site

disposal

• Long-term groundwater, surface water, and SVE system monitoring

LLVS9IO JUT

eder associates

2.2 Previous Remedial Actions

Several remedial actions have been taken to address groundwater contamination and areas of concern

at the NPI site as discussed below.

NPI provided bottled water to portions of the Town of Hallie and the City of Eau Claire in the

affected area north and east of the NPI site pursuant to an April 25,1989 Unilateral Order issued by

USEPA. A permanent replacement drinking water supply was extended to the affected area as a

result of a March 8,1991 Unilateral Order. By March 1992, all homes and businesses in the affected

area were connected to a permanent replacement drinking water supply. Under existing private well

ordinances, no private wells in the affected area are used to obtain potable water. This was

confirmed by a private well survey completed in 1995.

The Eau Claire Municipal Well Field (ECMWF) is located approximately 2.5 miles west of the NPI

site. VOCs were detected in municipal wells at concentrations above Wisconsin groundwater

standards in 1984 -1985. An air stripper was installed at the ECMWF in 1987, and a March 1988

ROD selected continued operation of the air stripper as the final remedy for the ECMWF site.

In September 1991, USEPA issued an interim action ROD that addressed groundwater at the NPI

site. The interim action was designed to prevent the off-site migration of contaminated groundwaterfrom the MRDS and the southwestern portion of the NPI site. Groundwater extracted under the

interim action is treated by cascade aeration to reduce VOC concentrations prior to discharge to the

Chippewa River via the storm sewer system. The interim action extraction and treatment system

began operating in March 1994. Groundwater monitoring indicates that the interim action objectives

are being met.

2.3 Lagoon No. 1 Waste Forge Compound Removal Action

Lagoon No. 1 was used as part of the wastewatei disposal system at the NPI site. Between 1966 and

1980, liquid waste, solids, cooling water and process wastewater were discharged to Lagoon No. 1,

which was used as a settling pond. The waste forge compound settled to the bottom of the lagoon

LLVS9SO RPT

eder associates

and oils floated to the top, leaving a layer of water between the oil and the waste forge compound.

Water was then pumped from Lagoon No. 1 into seepage Lagoon No. 2. The discharge lines from

the manufacturing plant were permanently sealed off from Lagoon No. 1 in 1985.

Treatability studies conducted on the Lagoon No. 1 waste forge compound indicated that this

material had a heating value of about 10,000 BTU/lb, which is above the 5,000 BTU/lb threshold

required for supplemental waste fuels. In 1993, NPI solicited a proposal from Waste Research and

Reclamation Co., Inc. (WRR) of Eau Claire to remove the waste forge compound from the lagoon

by pumping it into tankers, blending it with waste solvents to reduce its viscosity, and burning the

mixture as a liquid supplemental fuel in an off-site cement kiln.

In July 1993, a pilot study was conducted in accordance with a USEPA-approved work plan to

evaluate the feasibility of the WRR proposal. The pilot study documented that it was feasible to

remove and blend the waste forge compound from Lagoon No. 1 for use as a supplemental fuel in

a cement kiln. The pilot study results are summarized in the "Lagoon 1 Removal Action Work Plan"

(Eder, October 1993). NPI recommended full scale implementation of the Lagoon No. 1 waste forge

compound removal and fuel blending alternative based on the success of the pilot study. USEPA

issued an Administrative Order by Consent to NPI effective October 14, 1993 for the Lagoon No.

1 waste forge compound removal action.

The removal action began in October 1993 with the removal of approximately 14,000 gallons of

floating oil from the northeastern corner of Lagoon No. 1. The oil was disposed of through the

cement kiln fuels program. The standing water was left in the lagoon to allow the use of a barge

mounted pump and auger to remove the waste forge compound. Approximately 1,100,000 gallons

of pumpable waste forge compound were removed from Lagoon No. 1, blended with solvents, and

burned as supplemental fuel at CERCLA-approved cement kilns between October 1993 and

September 1994. This removal action was completed for approximately $2,500,000, which included

the removal, blending, transportation, and burning of the pumpable waste forge compound;

equipment and supplies; equipment decontamination; engineering services; and project

LLVJMO RFT

eder associates

administration. The work is summarized in the "Lagoon No. 1 Waste Forge Compound Removal

Action Interim Status Report" (Eder, December 1994).

After the waste forge compound removal action was completed, Lagoon No. 1 contained standing

water and residual waste forge compound mixed with soil at the bottom and sides of the lagoon.

WRR evaluated the feasibility of using waste solids with high BTU values from the lagoon and the

East Disposal Site as supplemental cement kiln fuels. WRR developed a proposal to remove residual

waste forge compound solids from the bottom and side walls of Lagoon No. 1 and buried waste

forge compound from the trench at the East Disposal Site, and to use these materials as supplemental

fuels at a cement kiln.

In October 1994, USEPA issued a Modification to the October 14, 1993 Consent Order which

included the "Amendment to Lagoon No.l Removal Action Work Plan" (Eder, October 1994) and

addressed the following tasks:

• Removing waste forge compound solids with heating values >5,000 BTU/lb from

Lagoon No. 1 and the East Disposal Site trench

• Processing the waste forge compound solids to achieve a homogeneous material and

packaging the materials in plastic buckets

• Transporting the packaged materials off-site for use as a supplemental fuel at

CERCLA-approved cement kilns

• Characterizing the vadose zone beneath Lagoon No. 1 after removing overlying

waste forge compound solids, evaluating remedial options, and remediating the

vadose zone at this area, if necessary

• Characterizing the vadose zone beneath the East Disposal Site trench after removing

buried waste forge compound solids

LLV5980 RPT

eder associates

Waste forge compound solids removal activity began in the southern lobe of Lagoon No. 1 in

November 1994. Standing water was removed from the lagoon in step with the removal activity.

The water was pumped into settling tanks for oil/solids separation and then analyzed prior to

discharge to the City of Eau Claire sanitary sewer system. The waste forge compound solids were

removed from the lagoon using a backhoe. The extent of waste removal was determined based on

visual observations of the waste-native soil interface and BTU value. WRR packaged the waste in

plastic buckets for transportation to CERCLA-approved cement kilns for use as supplemental fuel.

WRR constructed an access road from the southern lobe of the lagoon through the main lobe to

facilitate movement of the backhoe and removal activities. WRR completed removing the burnable

waste forge compound solids (>5,000 BTU/lb) from Lagoon No. 1 in December 1995.

An extensive ambient air monitoring program conducted at the Lagoon No. 1 area during the waste

forge compound solids removal activity verified that emissions of VOCs, SVOCs and particulates

were minimal and did not pose a risk to on-site workers or area residents.

The approximate extent of the East Disposal Site trench was delineated based on the RI results.

WRR used a backhoe to excavate in this area, but did not find a well-defined waste forge compoundtrench. Small amounts of waste forge compound mixed with soil were found sporadically at this

area, and did not warrant removal for the cement kiln fuels program. The waste forge compound

removal effort at the East Disposal Site was discontinued in November 1995 with concurrence from

USEPA.

After the waste forge compound solids removal action was completed, a significant volume of

waste/soil mixture with BTU values less than 5,000 BTU/lb remained in Lagoon No. 1. USEPA

suggested that this material be removed from the lagoon and temporarily stockpiled near the MRDS,

where it could eventually be consolidated with other waste materials from the East Disposal Site and

Drainage Ditch 3 and capped. This EE/CA is the administrative mechanism for evaluating options

and making decisions regarding response actions for this low BTU value waste/soil. Removal of

the residual waste from the lagoon facilitated vadose zone characterization activities. Approximately

LLV59IO RPT

eder associates

9,800 cubic yards of residual waste mixed with soil was removed from Lagoon No. 1 in July -

September 1996 and stockpiled near the MRDS. This stockpiling activity was conducted in

accordance with Chapter NR 718, Wisconsin Administrative Code. USEPA inspected the lagoon

in September 1996 and determined that no additional removal of residual waste was required.

Approximately one hundred 55-gallon drums of low BTU value waste/soil accumulated during the

waste forge compound solids removal action are stored on the covered loading dock near Lagoon

No. 1. This material will be consolidated with the low BTU material stockpiled near the MRDS.

The alternatives evaluated in this EE/CA for stockpiled waste/soil include the material from these

drums, bringing the total volume of waste/soil to approximately 10,000 cubic yards.

The waste forge compound solids removal action was completed for approximately $4,000,000,

which included the removal, packaging, transportation, and burning of approximately 5,000 cubic

yards of waste forge compound solids (>5,000 BTU/lb); removal and stockpiling of approximately

9,800 cubic yards of residual waste forge compound solids (< 5,000 BTU/lb); equipment and

supplies; equipment decontamination; engineering services; and project administration.

2.4 Lagoon No. 1 Vadose Zone Characterization

The vadose zone beneath Lagoon No. 1 was characterized in August - September 1995 (southern

lobe) and September 1996 (western and northern lobes) in accordance with the October 1994 work

plan and sampling plan amendment letters approved by USEPA. The southern lobe was sampled

after the burnable waste forge compound solids were removed from this lobe. The western and

northern lobes were sampled after the burnable waste forge compound solids and residual waste

removal was completed.

No vadose zone sampling was conducted at the East Disposal Site since the waste removal action

was discontinued at this location. The East Disposal Site will be characterized under remedy

described in the May 1996 ROD.

LLVS9BO RPT

eder associates

The Lagoon No. 1 vadose zone sampling and characterization results are described below.

Sampling Activity - August/September 1995

Six soil borings (B-l through B-6) were drilled through the southern lobe of the lagoon and one

boring (B-7) was drilled just south of this lobe at the locations shown on Figure 2. The southern

lobe sampling was conducted from August 30 - September 1, 1995. These borings were drilled

using 7-inch O.D. hollow stem augers. Soil samples were collected at five-foot intervals and all of

the borings were drilled to bedrock. Soil samples were collected from borings B-l, B-2, B-3, B-4,

B-5 and B-7 in 24-inch x 2.5-inch diameter stainless steel liners placed inside split-spoon samplers.

The split-spoon samplers were decontaminated and rinsed with distilled water between each sample.

Immediately after retrieving the sampler from the boring, the stainless steel liner was capped on both

ends, sealed with Teflon tape and placed in a cooler on ice. Granular bentonite was used to

completely fill any headspace in the sample tube. The samples were shipped to the laboratory

(Quanterra Environmental Services, North Canton, Ohio) via overnight courier. These sampling

methods were used in an attempt to minimize VOC loss from the samples. The samples were not

exposed to air until just prior to analysis in the laboratory. The samples were analyzed for TCL

VOCs, SVOCs and PCBs, and TAL metals in accordance with ^^~ ^ctocol.

Groundwater was present above the bedrock in B-2. A groundwater sample was collected using a

disposable bailer inside the augers from this borehole. The groundwater sample was submitted to

the laboratory (Hazleton Environmental Services, Madison, Wisconsin) for analysis of TCL VOCs

in accordance with CLP protocol.

Boring B-6 was drilled to characterize the lithology of the unsaturated materials beneath Lagoon No.

I. No samples were collected from B-7 for laboratory analysis.

Soil cuttings were placed on plastic sheeting adjacent to each borehole and covered with plastic. The

boreholes were abandoned using granular bentonite. Copies of the boring logs and borehole

abandonment forms are included in Appendix A.

LLVS980 RPT 8

eder associates

Seven soil gas samples were collected on September 7, 1995, one foot north of each soil boring

location. The soil gas samples were taken from approximately five feet below grade. A 0.5-inch

diameter steel rod was driven to a depth of five feet and removed. A 0.25-inch stainless steel tube

was then placed in the hole. The steel rod and stainless steel tube were decontaminated betweeneach sample. Air (> one liter/minute) was purged from the stainless steel tube for at least three

minutes before collecting a sample. The soil gas samples were collected in aluminum vacuum

canisters and shipped to Eder's New York office via overnight courier for portable gas

chromatograph (PGC) analysis of TCA, TCE and PCE.

Sampling Activity - September 1996

USEPA inspected the Lagoon No. 1 and MRDS areas on September 3, 1996 to evaluate the low

BTU residual waste removal and stockpiling progress. Additional waste was removed from the

lagoon and two grab samples of stained soil (NPIL1SSA and NPIL1SSB) were collected on

September 4, 1996 for laboratory analysis of TCL VOCs, SVOCs, and PCBs, and TAL metals by

CLP protocol as requested by USEPA.

?- "nteen soil borings (B-8 through B-24) were drilled in the western and northern lobes of thelagoon at the locations shown on Figure 2. Sampling was conducted between September 16 and 24,

1996. The boring locations were approved by USEPA in the field before drilling began. Two

additional grab samples (G-l and G-2) of suspected waste forge compound material were collected

along the access road approximately 0.5 feet below grade as requested by USEPA. Borings B-8

through B-20 were drilled and samples were collected as described in the USEPA-approved

sampling plan amendments. Borings B-21 through B-24 were added at locations selected by USEPA

in order to visually characterize subsurface materials along and beneath the access road. No samples

were collected for analysis from these borings. These additional borings were advanced until there

was no visual evidence of staining in the split spoon samples. Dark stained soil was found in borings

B-21 to approximately 3 feet, B-22 to one foot, and B-23 and B-24 to 8 feet.

LLVJ9IO RPT

eder associates

The borings were drilled using 4.25-inch O.D. hollow stem augers. Soil samples were collectedfrom B-8 through B-20 at five-foot intervals from the surface to 10 feet, and at 10-foot intervals until

bedrock was reached. Soil samples were collected from these borings in four 6-inch x 2.5-inch

diameter stainless steel liners placed inside 24-inch split-spoon samplers. If two full liners could not

be recovered from a sampling interval, the split spoon was advanced another 24 inches with clean

liners. The split-spoon samplers were decontaminated and rinsed in distilled water between each

sample. Immediately after retrieving the sampler from the boring, the stainless steel liner was

capped on both ends, sealed with Teflon tape and placed in a cooler on ice. Granular bentonite was

used to completely fill any headspace in the sample tubes.

At least one full liner for each sample interval was shipped to the laboratory (Quanterra) via

overnight courier; another liner was sent to Eder's New York office for PGC headspace analysis to

develop a vertical profile of VOCs in the soil gas. The samples were not exposed to air until just

prior to analysis. The laboratory analyzed the samples for TCL VOCs, SVOCs and PCBs, and TAL

metals in accordance with CLP protocol. Samples collected from 20 feet to bedrock were analyzed

for SVOCs and PCBs only if these compounds were detected in the samples collected above 20 feet

in the respective borings. Headspace concentrations of TCA, TCr rtnH PCE were quantified using

the PGC.

Groundwater was present above the bedrock in B-8 and B-9. Groundwater samples were collected

from these boreholes using a clean bailer inside the augers. The groundwater samples were

submitted to the laboratory (Quanterra) for analysis of TCL VOCs in accordance with CLP protocol.

Soil cuttings were placed on plastic sheeting adjacent to each borehole and covered with plastic. The

boreholes were abandoned using granular bentonite. Copies of the boring logs and borehole

abandonment forms are included in Appendix A.

LLV59SO RPT 10

eder associates

Analytical Results

The laboratory analytical results were validated in accordance with USEPA data validation

guidelines. The complete data validation summary and tables have been forwarded under separate

cover. The validated data are summarized in the following tables. Only the detected compounds

are included in these tables for clarity.

Table 1 - Summary of VOCs Detected in Soil - 1995

Table 2 - Summary of Soil Gas PGC Results -1995

Table 3 - Summary of VOCs Detected in Soil - 1996Table 4 - Summary of Headspace PGC Results - 1996

Table 5 - Summary of VOCs Detected in Groundwater - 1995/1996

Table 6 - Summary of SVOCs Detected in Soil - 1995

Table 7 - Summary of SVOCs Detected in Soil - 1996

Table 8 - Summary of PCBs Detected in Soil -1995

Table 9 - Summary of PCBs Detected in Soil -1996

• Table 10 - Summary of Metals Detected in Soil -1995

• Table 11 - Summary of Metals Detected in Soil - 1996

The main contaminants of concern at the NPI site are TCA, TCE and PCE, the VOCs that

characterize groundwater contamination in the plumes downgradient of the site. The RI determined

that SVOCs, PCBs and metals (except for cadmium in Plume 1 -2 at the Lagoon No. 1 area) do not

impact groundwater quality, however the Lagoon No. 1 vadose zone sampling effort included these

compounds to fully characterize the subsurface materials.

VOCs - Although the sampling procedures were designed to minimize VOC loss prior to laboratory

analysis, the laboratory reported few detectable concentrations of VOCs in the soil samples collected

in 1995 and 1996. Most of the VOCs were detected in the near surface samples; none were detected

in samples from depths below 7 feet. The highest reported concentrations of the target VOCs are

780 ug/kg TCA, 26 ug/kg TCE, and 320 ug/kg PCE, all from boring B-9,1-1.5' sample. The 5.5-6'

LLV5980 RPT 11

eder associates

sample from this boring had significantly lower concentrations, and no VOCs were detected in

samples below 6 feet.

The PGC soil gas and headspace screening analyses were more sensitive and detected VOCs more

frequently than the laboratory analyses. There is no correlation between the laboratory and the PGC

data.

The 1995 shallow soil gas sampling results detected TCA (12,705 to 91,410 ppb), TCE (54 to 472

ppb) and PCE (59 to 484 ppb) at each boring location (TCA was not detected at B-7). The lowest

concentrations of TCA and PCE were found in B-7, just south of the lagoon. Based on these results,

the 1996 investigation included headspace sampling at depth to develop a vertical profile of VOC

vapor concentrations in the subsurface. TCA, TCE and/or PCE were detected in the sample

headspace from most of the samples collected from the surface to bedrock in borings B-8, B-9, B-10,

B-l 1, B-13, B-15A, B-16, B-17 and B-18B. The headspace VOC concentrations tend to decrease

with depth.

Figure 3 shows a cross section line through Lagcon No. 1. Figures 4, 5 and 6 show the vertical

profiles of TCA, TCE and PCE concentrations reported by the laboratory and the PGC for the

borings along this cross section. These data are representative of VOCs in the vadose zone beneath

the lagoon.

The groundwater samples collected from borings B-2, B-8 and B-9 contained several VOCs. TCE

(0.2 to 20 ug/I), TCA (20 to 41 ug/1) and 1,1-DCA (9 to 35 ug/1) were detected in all the samples.

Low levels of PCE (0.5 to 2 ug/1) and toluene (0.7 ug/1) were detected in the samples from B-2 and

B-8.

No VOCs were detected by the laboratory in grab samples NPIL1SSA and NPIL1SSB. TCA (20

to 61 ug/kg) was detected in grab samples G-1 and G-2; PCE (21 ug/kg) was also found in G-2.

These levels are at the low end of the range of VOC concentrations detected by the laboratory.

LLV59IO RPT 12

eder associates

SVOCs - SVOCs were detected in samples collected from the surface to a depth of 10 feet in borings

B-8, B-9, B-10, B-12A, B-13, B-16 and B-17, therefore the laboratory was directed to analyze the

held samples (from 20 feet to bedrock) from these borings. The largest number of SVOCs, including

phenanthrene (880 ug/kg), flouranthene (760 ug/kg), pyrene (1,200 ug/kg), and benzo(a)anthracene

(480 ug/kg) were detected in the surface sample from B-8 (0.5-11). The SVOCs detected in the soil

samples and grab samples are consistent with the asphaltic material which comprised one-third of

the forge compound, and indicate that small amounts of waste forge compound remain mixed with

soil near the surface at some locations in Lagoon No. 1.

PCBs - Aroclor-1254 was detected in soil from B-7 (surface sample, 99.8 ug/kg) and B-16 (11-11.5'

sample, 14 ug/kg). These concentrations are not of concern. No PCBs were detected in the grab

samples.

Metals - The concentrations of metals detected in the soil samples are consistent with background

concentrations determined during the RI.

2.5 Risk Evaluation

The results of USEPA's baseline risk assessment (Weston, 1992) for the NPI site are summarizedin the RI/FS. The baseline risk assessment represents pre-removal conditions at Lagoon No. 1 and

therefore overstates the current risks. The only pathways for exposure to residual contaminants at

Lagoon No. 1 are dermal absorption, inhalation and ingestion. The risks associated with these

exposures have been greatly reduced by the removal actions completed at this area. The most

concentrated mass of contaminants at the NPI site has been eliminated by the Lagoon No. 1 waste

forge compound and waste forge compound solids removal actions, essentially eliminating human

health risks. Small amounts of waste forge compound remain mixed with soil near the surface at

some locations in Lagoon No. 1, which may pose a risk if the lagoon is not backfilled or covered to

prevent direct contact. Residual VOCs in the vadose zone beneath the lagoon would act as a very

low level source of contaminants to groundwater as precipitation and runoff infiltrate through the

subsurface, until the remaining VOCs are washed out.

LLVS980 RPT 13

eder associates

3,0 IDENTTFirATTON OF REMEDIAL OBJECTIVES

3.1 Vadose Zone

The following are the remedial objectives for residual contamination in the vadose zone at the

Lagoon No. 1 area.

• Prevent direct contact with the small amount of waste forge compound mixed with

soil that remains in the lagoon to eliminate human health risks.

• Remove residual VOC vapors from the vadose zone to eliminate the low level source

of groundwater contamination.

• Reduce or minimize infiltration of precipitation through any contaminated materials

that remain in the lagoon.

• Continue to operate the interim remedial action (IRA) extraction system at the

southwestern portion of the NPI site to prevent off-site migration of VOCs in

groundwater until the Wisconsin PALs are achieved or concentrations are reduced

to the lowest possible levels (as agreed with USEPA and WDNR) below the MCLs

and Enforcement Standards in on-site groundwater at the Lagoon No. 1 area.

3.2 Stockpiled Low BTU Waste/Soil

The following are the remedial objectives for the low BTU value (<5,000 BTU/lb) waste/soil

removed from Lagoon No. 1 and temporarily stockpiled near the MRDS.

• Remove the stockpiled waste/soil from the temporary storage areas for final disposal.

• Prevent direct contact with the stockpiled waste/soil to eliminate human health risks.

LLV5MO RPT 14

eder associates

• Reduce or minimize infiltration of precipitation through the low BTU waste/soil.

3.3 ARARs

Applicable or relevant and appropriate requirements (ARARs) for the Lagoon No. 1 remedial

alternatives are summarized in Appendix B. The remedy selected for the vadose zone beneath the

lagoon and the low BTU waste/soil would be required to comply with ARARs.

LLVWIO RFT 15

eder associates

4tQ IDENTIFICATION AND ANALYSTS OF REMEDIAL ALTERNATIVES

This EE/CA addresses the following Lagoon No. 1 materials:

• Residual vapor phase VOCs in the vadose zone.

• Approximately 9,800 cubic yards of low BTU value (<5,000 BTU/lb) waste forge

compound material that is stockpiled near the MRDS and approximately 100 drums

of low BTU waste/soil stored on the loading dock near Lagoon No. 1.

• Small amounts of waste forge compound mixed with soil that remain at the bottom

of the lagoon, and waste forge compound material beneath the access road in the

western lobe of the lagoon.

The small amount of waste forge compound mixed with soil near the bottom of the lagoon poses a

minimal source of contaminants to groundwater, given the low c^.^.-îions of VOCs detected in

the soil and headspace samples. This material would remain in the lagoon, since it is not feasibleto remove the minor amount of waste forge compound that remains mixed with large amounts of soil

at Lagoon No. 1. The potential for VOCs to diffuse from this residual material into soil vapor will

be considered when evaluating and designing remedial alternatives for the vadose zone beneath thelagoon.

The following remedial alternatives have been developed separately for the vadose zone and the

stockpiled low BTU waste/soil to achieve the objectives outlined in Section 3.0.

Vadose Zone Alternatives

Alternative V-l - No Further Action

• Alternative V-2 - Soil Vapor Extraction

LLV39IO RPT 16

eder associates

The IRA system would have to operate for an estimated ten years if the no action approach is taken.

Estimates of the IRA system operating time frame with and without source removal are presented

in Appendix C. The actual time frame would be determined based on groundwater monitoring

results. The annual O&M and monitoring cost associated with the IRA system at the southwestern

portion of the site is approximately $40,000.

WDNR's NR 720 regulations provide for the development of site-specific soil cleanup levels based

on groundwater protection. USEPA has indicated that contaminant transport modeling would be

required under this alternative to demonstrate that the residual concentrations of VOCs in the vadose

zone beneath Lagoon No. 1 would not cause the Wisconsin groundwater standards to be exceeded.

Contaminant transport modeling would involve selecting an appropriate model, agreeing on the

model set up and assumptions, calibrating the model, conducting a sensitivity analysis, and

interpreting the modeling results. Given the number of assumptions that would have to be made,

it is probable that the model results would not be conclusive. In the end, the calculated soil cleanup

standards may be less than the residual VOC levels, so action such as SVE may still have to be taken

to remove VOCs from the vadose zone.

Effectiveness - The no further action alternative would effectively eliminate human health risks

posed by direct contact with contaminants remaining at the Lagoon No. 1 area. This alternative

would rely on natural attenuation to comply with ARARs over the long term. Natural flushing

would wash residual vapor phase VOCs out of the vadose zone over time and into groundwater. The

IRA extraction system would continue operating for an estimated 10 years to prevent the off-site

migration of VOCs in groundwater at concentrations above the Wisconsin groundwater standards

and protect the environment. The actual time frame would be determined based on groundwater

monitoring results. Risks to workers during placement of backfill in the lagoon would be addressed

by a site-specific health and safety plan.

The no further action alternative does not include treatment and would rely on continued operation

of the IRA extraction system to prevent off-site migration of VOCs in groundwater. Natural

LLVS9EO RPT 18

eder associates

attenuation would eliminate the residual source of groundwater contamination over the long term.

The IRA system would be operated and maintained until VOC concentrations in on-site groundwater

at the Lagoon No. 1 area are reduced to below the PALs or to the lowest possible levels below the

MCLs and Enforcement Standards.

Implementability - This alternative is technically feasible and could be readily implemented by NPI

or a local contractor using suitable on-site materials as backfill. Backfill material could also be

imported if needed. Materials would be sampled and characterized by a certified laboratory before

being used as backfill. The lagoon could be backfilled within approximately two months of USEPA

approval. No off-site treatment or disposal would be required under this alternative.

Contaminant transport modeling to develop MR 720 site-specific soil cleanup levels and support the

no action alternative would require many assumptions and it is probable that the modeling would

not conclusively demonstrate that the concentrations of residual vapor phase VOCs in the vadose

zone would not cause the groundwater standards to be exceeded.

No permits, easements or rights of way would be required to implement this alternative. There

would be no impacts on adjacent properties and no need for institutional controls.

Cost - The estimated cost of this alternative is $366,000, which includes $40,000 for contaminant

transport modeling per NR 720. The cost estimate is summarized in Table 12. No operation and

maintenance costs would be associated with this alternative.

4.1.2 Alternative V-2 - Soil Vapor Extraction

Under this alternative, an in-situ SVE system would be installed to remove residual VOC vapors

from the vadose zone beneath Lagoon No. 1. The lagoon would be backfilled once SVE operation

is completed and the SVE equipment is removed. USEPA has indicated that NR 720 site-specific

soil cleanup levels would not have to be developed if NPI decides to take action to remove

LLVS9IO RPT 19

eder associates

subsurface VOC vapors (VOCs would be removed to non-detectable levels), making cleanup levels

a moot point since there would be no residual concentrations.

The SVE system should remove the residual vapor phase VOCs that act as a low level source of

groundwater contamination. VOCs would not continue to leach to groundwater once they are

removed. VOC concentrations in on-site groundwater should reach the PALs or be reduced to the

lowest possible levels in significantly less time than the no action alternative, so the IRA system

could be shut down more quickly. The IRA system at the southwestern portion of the NPI site

should operate for an estimated five years under the SVE alternative (source removed) versus ten

years for the no action alternative (source remains). Estimates of the IRA system operating time

frame with and without source removal are presented in Appendix C. The actual time frame would

be determined based on groundwater monitoring results.

The SVE system would be designed to capture soil vapor beneath the entire extent of Lagoon No.

1, since VOCs have been detected in soil vapor samples collected at different depths in nearly all of

the borings drilled in the lagoon. A conceptual SVE system design was developed based on the

results of the SVE pilot study conducted at the MRDS (summarized iu the Eder SVE pilot study

report, March 1995). No additional studies would be needed. The conceptual SVE design for

Lagoon No. 1 includes five SVE wells spaced approximately 200 feet apart and screened from

approximately 5 to 35 feet below the bottom of the lagoon. The SVE wells would be manifolded

into an equipment building which would house the SVE blower unit. The SVE wells could be

operated one at a time to minimize the size of the blower needed to remove the residual VOCs.

Wherever possible, NPI and Eder would select blowers and other equipment for the Lagoon No. 1

SVE system that could be used in the SVE system to be constructed at the MRDS in 1998. The

actual SVE system specifications would be determined during the design phase.

The SVE system would operate until the VOC vapors have been removed from the vadose zone.

The extracted soil vapors would be monitored to evaluate the reductions in subsurface soil vapor

VOC concentrations. With the waste forge compound removed from Lagoon No. 1, there should

LLVS9IO RPT 20

eder associates

be no remaining source of VOCs besides the residual vapor phase VOCs. Once the vapor phase

VOCs are removed, the source of groundwater contamination should be eliminated. Assuming that

no source remains to generate additional soil vapor VOCs, the SVE system should operate for

several months to remove the residual VOCs. The actual time frame and operating schedule wouldbe determined by monitoring the VOC concentrations of the extracted vapors during SVE system

operation. The potential for VOCs to diffuse into soil vapor from the small amount of residual waste

forge compound mixed with soil at the bottom of the lagoon would be considered when designingthe SVE system and developing an SVE operating plan.

Effectiveness - The SVE alternative should effectively remove residual vapor phase VOCs from the

vadose zone to eliminate the low level source of groundwater contamination within several months,

assuming there is no remaining source of VOC vapors. Backfilling the lagoon would eliminatehuman health risks as described for the no further action alternative. The IRA extraction systemwould continue operating to prevent the off-site migration of VOCs in groundwater at concentrations

above the Wisconsin groundwater standards and protect the environment. The SVE alternative

should enable the IRA to be shut down in approximately 5 years since the source of contaminants

in the vadose zone should be eliminated. The actual time frame would be determined based on

groundwater monitoring results. Risks to workers during installation and operation of the SVE

system and placement of backfill in the lagoon would be addressed by a site-specific health andsafety plan. This alternative would meet the ARARs using SVE to remove vapor phase VOCs to

non-detectable levels and eliminate the residual low level source of VOCs to groundwater at the

lagoon area.

This alternative would achieve the remedial action objectives. The SVE system would remove

VOCs from the vadose zone and would be operated until vapor phase VOC concentrations reach

non-detectable levels. Treatment of the extracted VOCs would not be required to meet WDNR air

emission regulations given the low levels of VOCs that remain beneath the lagoon. This alternative

would also rely on continued operation of the IRA extraction system to prevent off-site migration

of VOCs in groundwater. SVE should eliminate the residual source of groundwater contamination

LLVS980 RPT 21

eder associates

at this area. The IRA system would be operated and maintained until VOC concentrations in on-site

groundwater at the Lagoon No. 1 area are reduced to below the PALs or to the lowest possible levels

below the MCLs and Enforcement Standards.

Implementability - This alternative is technically feasible. SVE systems are widely used to remove

VOCs from unsaturated soils. The fine grain sand at the NPI site is well-suited to effective SVEapplication, as demonstrated by the SVE pilot study conducted at the MRDS. Contaminant transport

modeling would not be required to develop NR 720 soil cleanup levels, since the SVE system would

be operated until VOC vapor concentrations are non-detect. SVE system samples would be

submitted to a laboratory for analysis. The Lagoon No. 1 SVE system would be designed based on

the MRDS SVE pilot study results and would be consistent with the full-scale MRDS SVE system

design. Equipment selected for the Lagoon No. 1 SVE system would be compatible with the MRDS

system wherever possible. It is expected that the SVE system could be installed and started up

within two months of USEPA approval. The equipment required for the SVE system is readily

available and could be installed by local contractors. No off-site treatment or disposal would be

required under this alternative.


should be no impacts on adjacent properties and no need for institutional controls.

Cost - The cost to design and install an SVE system at Lagoon No. 1, including backfilling, is

estimated at $480,000, as summarized in Table 13. The operation and maintenance costs would be

minimal given the short operating time estimated to remove residual VOC vapors from the vadose

zone.

4.1.3 Alternative V-3 - Composting in Biopiles

Under this alternative, soils would be removed from the vadose zone beneath Lagoon No. 1 for

composting. Composting is a controlled biological process by which biodegradable contaminants

are converted by microorganisms (usually indigenous microorganisms) to innocuous byproducts.

LLV5980 RPT 22

eder associates

Approximately 120,000 cubic yards of soil would be excavated from the bottom of the lagoon to

bedrock or groundwater, whichever is encountered first. The soil would be placed in windrows (long

piles) where it would periodically be mixed using mechanical equipment. A pilot study would be

required to evaluate the effect that biodegradation in the compost piles would have on VOC

concentrations and to determine whether non-detectable VOC levels can be achieved.

The treated soil would be returned to Lagoon No. 1 once the VOC concentrations are reduced to non-

detectable levels. The lagoon would then be backfilled to existing grade.

Composting should remove the residual VOCs that act as a low level source of groundwater

contamination. VOCs would not continue to leach to groundwater once they are removed. VOC

concentrations in on-site groundwater would reach the PALs or be reduced to the lowest levels

possible in significantly less time than the no action alternative, so the IRA system could be shut

down more quickly. The IRA system at the southwestern portion of the NPI site would operate for

an estimated five years under the composting alternative (source removed) versus ten years for the

no action alternative (source remains) (see Appendix C). The actual time frame would be

determined based on groundwater monitoring results.

Effectiveness - This alternative should remove residual VOCs from the vadose zone soils to

eliminate the low level source of groundwater contamination. A pilot study would be required to

determine how long the soil would have to remain in the biopiles in order to remove the residual

VOCs to non-detect levels (if possible) before it could be placed back into the lagoon. Backfilling

the lagoon would eliminate human health risks as described for the no further action alternative. The

IRA extraction system would continue operating to prevent the off-site migration of VOCs in

groundwater at concentrations above the Wisconsin groundwater standards and protect the

environment. The composting alternative should enable the IRA to be shut down in approximately

five years since the source of contaminants in the vadose zone would be eliminated. The actual time

frame would be determined based on groundwater monitoring results. Risks to workers during

excavation, placement and aeration of the soil in the biopiles, and placement of backfill in the lagoon

LLV59IO RPT 23

eder associates

would be addressed by a site-specific health and safety plan. This alternative may meet the ARARsusing composting to remove vapor phase VOCs to non-detectable levels and eliminate the residual

low level source of VOCs to groundwater at the lagoon area. A pilot study would be required to

evaluate the ability of this alternative to meet the ARARs.

This alternative would reiy on excavation and biodegradation to remove VOCs from the vadose zonesoils and achieve the remedial action objectives. The ability of this alternative to reduce VOC

concentrations to non-detectable levels and eliminate the residual source of groundwatercontamination at this area is uncertain. This alternative would also rely on continued operation of

the IRA extraction system to prevent off-site migration of VOCs in groundwater. The IRA system

would be operated and maintained until VOC concentrations in on-site groundwater at the Lagoon

No. 1 area are reduced to below the PALs or to the lowest possible levels below the MCLs andEnforcement Standards.

Implementabilitv - This alternative would be difficult to implement given the amount of soil

excavation required and the excavation depths (up to 60 feet) that would be involved. Specialized

excavation equipment and operators would be required to remove soil at significant depths.

Substantial land areas would be needed to compost the volume of vadose zone soil (estimated at120,000 cubic yards). A pilot study would be required to evaluate the effectiveness and

implementability of this alternative and to determine the remedial time frame. Additional actions

may be required if composting does not remove VOCs to non-detect levels. Soil samples from the

biopiles would be analyzed by a certified laboratory to determine the VOC removals achieved. The

mechanical equipment required to turn the biopiles is readily available and could be operated by

local contractors. No off-site treatment or disposal would be required under this alternative.



LLVS9IO RPT 24

eder associates

Cost - The cost to design and implement a composing action for the Lagoon No. 1 vadose zone soils

is estimated at $10,500,000, as summarized in Table 14. This estimate includes maintenance of the

biopiles.

4.1.4 Alternative V-4 - Off-site Landfilling

Under this alternative, soils would be removed from the vadose zone beneath Lagoon No. 1 fordisposal in an off-site landfill. Approximately 120,000 cubic yards of soil would be excavated fromthe bottom of the lagoon to bedrock or groundwater, whichever is encountered first. The off-site

landfill would either comply with the NR 504 solid waste landfill requirements or the NR 660

hazardous waste landfill requirements. This alternative would be implemented based on ARARs.

The off-site landfill would be properly licensed and would operate in compliance with its permit and

applicable regulations. The off-site facility would be selected based on USEPA and WDNRrequirements and the willingness of the facility to accept material from a Superfund site for disposal.

The excavated soil would be hauled from the NPI site to the off-site landfill in accordance withapplicable waste generator and transport regulations, including manifests and other record keepingrequirements. Lagoon No. 1 would be backfilled following excavation of the soil. Approximately

170,000 cubic yards of material would be required to fill the lagoon 10 existing grade.

Excavation and off-site disposal would remove the residual VOCs that act as a low level source of

groundwater contamination. VOCs would not continue to leach to groundwater once they are

removed. VOC concentrations in on-site groundwater would reach the PALs or be reduced to the

lowest levels possible in significantly less time than the no action alternative, so the IRA system

could be shut down more quickly. The IRA system at the southwestern portion of the NPI site

would operate for an estimated five years under the off-site landfilling alternative (source removed)

versus ten years for the no action alternative (source remains) (see Appendix C). The actual time

frame would be determined based on groundwater monitoring results.

Effectiveness - This alternative would remove vadose zone soils containing VOCs from the lagoon

to eliminate the low level source of groundwater contamination and protect the environment. The

LLV5MO RFT 25

eder associates

human health risks posed by the residual VOCs would be eliminated by excavation and off-site

disposal. The IRA extraction system would continue operating to prevent the off-site migration of

VOCs in groundwater at concentrations above the Wisconsin groundwater standards and protect the

environment. The off-site disposal alternative should enable the IRA to be shut down in

approximately 5 years since the source of contaminants in the vadose zone would be eliminated. The

actual time frame would be determined based on groundwater monitoring results. Risks to workers

during excavation of the soil and placement of backfill in the lagoon would be addressed by a site-

specific health and safety plan. This alternative would meet the ARARs by removing the vadose

zone soil and eliminating the residual low level source of VOCs to groundwater at the lagoon area

to provide permanent protection.

This alternative would achieve the remedial action objectives. No residual VOCs would remain at

the lagoon area following excavation and off-site disposal. The soil would not be treated unless

required by the land disposal facility or to comply with ARARs. This alternative would rely oncontinued operation of the IRA extraction system to prevent off-site migration of VOCs in

groundwater. The IRA system would be operated and maintained until VOC concentrations in on-

„!*_ fcTOundwater at the Lagoon No. 1 area are reduced to below the PALs or to the lowest possible

levels below the MCLs and Enforcement Standards.

Implementabilitv - This alternative would be difficult to implement given the amount of soil

excavation required (estimated at 120,000 cubic yards) and the excavation depths (up to 60 feet) that

would be involved. Specialized excavation equipment and operators would be required to remove

soil at significant depths. It is estimated that this alternative could be implemented within

approximately four to six months of USEPA approval.

An appropriate off-site land disposal facility would be selected during design based on ARARs and

the willingness of the facility to accept materials from a CERCLA site for disposal. No laboratory

analysis of the soil is expected given the significant amount of data collected to characterize the

vadose zone beneath Lagoon No. 1. There are no operating hazardous waste landfills in Wisconsin.

LLV59SO RPT 26

eder associates

The environmental compliance status of the disposal facilities would be checked during the selection

process. The selected facility would have to be approved by USEPA in accordance with the

CERCLA Off-Site Policy and by WDNR if the facility is in Wisconsin. The soil would be

transported from the NPI site to the off-site landfill by a licensed waste hauler in accordance with

applicable regulations.



Cost - The cost to dispose of the vadose zone soil at an off-site landfill is estimated at $15,480,000,

as summarized in Table 15. This estimate assumes that the soil could be disposed of at a non-hazardous waste landfill and that treatment would not be required prior to disposal.

4.2 Stockpiled Waste/Soil

4.2.1 Alternative S-l - Consolidate Under MRDS Cap

Under this alternative, the stockpiled low BTU value waste/soil (approximately 10,000 cubic yards)

would be removed from the temporary storage area at the MRDS, consolidated with waste materials

from the East Disposal Site and Drainage Ditch 3, and capped at the MRDS. The MRDS will be

capped pursuant to the May 1996 ROD for the NPI site. An SVE system will also be installed at the

MRDS to provide additional protection against migration of VOCs beneath the cap. The MRDS

capping/SVE action is currently in the design phase, with construction planned for 1998. This

alternative would create a single waste management unit at the NPI site.

Effectiveness - This alternative would protect human health by capping to eliminate the direct

contact exposure pathway and achieve the remedial action objectives. The low BTU waste/soil

would be removed from the temporary stockpiles and consolidated in a single waste management

unit at the MRDS. The multi-layer cap to be installed at the MRDS would minimize leachate

generation and vertical migration of VOCs to groundwater to protect the environment. The cap will

LLVS9SO RJT 27

eder associates

be constructed in compliance with ARARs pursuant to the May 1996 ROD. Risks to workers during

excavation of the stockpiles, placement of the low BTU waste/soil at the MRDS and construction

of the cap would be addressed by a site-specific health and safety plan.

This alternative does not include treatment of the waste/soil. The MRDS cap would cover and

contain the residual VOCs in this material to protect human health and the environment. Long-term

maintenance of the cap would ensure the integrity of the cap and continued environmental

protection. Deed restrictions would be established to prohibit future development on the capped

area.

Implementabilitv - This alternative is technically feasible. Capping is widely used to prevent contact

with waste materials and minimize leachate generation. The low BTU waste/soil is stored in

temporary stockpiles near the MRDS, which would expedite removal of this material forconsolidation at the MRDS in the initial stages of cap construction. It is expected that the waste/soil

could be moved to the MRDS in less than one month. The stockpiled waste/soil could be removed

from the temporary storage area and consolidated at the MRDS by local contractors using readily

available equipment. No laboratory analysis would be required before placing the waste/soil at the

MRDS. No off-site treatment or disposal would be required under this alternative.


should be no impacts on adjacent properties and no need for institutional controls. The need for

these items as they relate to construction of the MRDS cap will be addressed as part of the MRDS

cap/SVE design.

Cost - The cost to move the stockpiled waste/soil to the MRDS for consolidation and capping is

estimated at $100,000, as summarized in Table 16. There would be no operation and maintenance

associated with this alternative.

LLVS9SO WT 28

eder associates

4.2.2 Alternative S-2 - Soil Vapor Extraction


would be removed from the temporary storage area at the MRDS and returned to Lagoon No. 1 fortreatment by SVE to remove VOCs as described for Alternative V-2. The lagoon would then be

backfilled to existing grade.

Effectiveness - Returning the stockpiled waste/soil to the lagoon for treatment by SVE would not

protect human health or the environment. The SVE pilot study conducted at the MRDS

demonstrated that SVE would not effectively remove VOC vapors from materials containing

significant amounts of waste forge compound (such as the stockpiled waste/soil) because sufficient

air flow cannot be established through the material. Therefore, it would not be feasible to use SVE

to remove VOCs from the stockpiled waste/soil. This alternative would not comply with ARARs.

This alternative would not achieve the remedial action objectives and there would be no risk to

workers since SVE is not a viable option to remove VOCs from the waste/soil. Residual VOCs

would remain in the material and act as a source of VOCs to groundwater. This alternative would

not provide any long-term protection.

Implementability - This alternative is not technically feasible. Although SVE systems are widely

used to remove VOCs from unsaturated soils, the MRDS SVE pilot study demonstrated that SVE

would not effectively remove VOC vapors from materials similar to the stockpiled waste/soil.

Because SVE is not a technically feasible option for the waste/soil, it is not appropriate to address

implementation time frames, equipment and labor requirements, and administrative concerns for this

alternative.

Cost - Costs have not been developed for this alternative since it is not technically feasible to use

SVE to remove VOCs from the stockpiled waste/soil.

LLVSMO RPT 29

eder associates

4.2.3 Alternative S-3 - Use as Supplemental Cement Kiln Fuel

Under this alternative, the stockpiled waste/soil (approximately 10,000 cubic yards) would be

removed from the temporary storage area at the MRDS and packaged in five- or six-gallon plastic

buckets for use as a solid supplemental cement kiln fuel. This alternative is the same as the Lagoon

No. 1 waste forge compound removal action conducted in November 1994 - December 1995. The

material would be characterized to determine if it meets the minimum 5,000 BTU/lb supplemental

fuel requirement before being packaged. The packaged materials (>5,000 BTU/lb) would be

transported to CERCLA-approved cement kilns which comply with USEPA's Off-Site Policy and

have been approved to accept Superfund wastes consistent with the facilities' operating permits. At

the kiln, the buckets would be fed into the cement kiln and burned as supplemental fuel after the kiln

verifies that the material meets the required specifications.

Effectiveness - The waste/soil removed from Lagoon No. 1 and stockpiled near the MRDS has

heating values below 5,000 BTU/lb. Because this material did not meet the minimum 5,000 BTU/lb

supplemental fuel requirement, it could not be packaged and sent to the cement kilns during the

waste forge compound removal action. This material was removed from the lagoon and stockpiled

to facilitate vadose zone sampling activities and final disposal pursuant to this EE/CA. The

stockpiled waste/soil does not have sufficient BTU value to be used as a supplemental cement kiln

fuel, so this alternative would not protect human health or the environment. This alternative would

not comply with ARARs.

This alternative would not achieve the remedial action objectives and there would be no risk to

workers since this option is not feasible. Residual VOCs would remain in the material and would

act as a source of VOCs to groundwater. This alternative would not provide any long-term

protection.

Implementabilitv - This alternative is not technically feasible because the stockpiled waste/soil does

not meet the 5,000 BTU/lb heating value required for supplemental cement kiln fuels. Therefore,

LLV5980 RPT 30

eder associates

it is not appropriate to address implementation time frames, equipment and labor requirements, and

administrative concerns for this alternative.

Cost - Costs have not been developed for this alternative since the stockpiled waste/soil does not

meet the minimum BTU requirement for supplemental cement kiln fuels.

4.2.4 Alternative S-4 - Off-site Landfilling


would be removed from the temporary storage area at the MRDS for disposal in an off-site landfill.

The off-site landfill would either comply with the NR 504 solid waste landfill requirements or the

NR 660 hazardous waste landfill requirements. This alternative would be implemented based on

ARARs. The off-site landfill would be properly licensed and would operate in compliance with its

permit and applicable regulations. The off-site facility would be selected based on USEPA and

WDNR requirements and the willingness of the facility to accept material from a Superfund site for

disposal. The excavated soil would be hauled from the NPI site to the off-site landfill in accordance

with applicable waste generator and transport regulations, including manifests and other record

keeping requirements.

Effectiveness - This alternative would remove the stockpiled waste/soil from the temporary storage

area for off-site disposal to eliminate human health risks and protect the environment. Risks to

workers during removal of the stockpiled waste/soil would be addressed by a site-specific health and

safety plan. This alternative would comply with ARARs by removing the waste/soil for off-site

disposal to provide permanent protection.

This alternative would achieve the remedial action objectives. No residual VOCs would remain at

the waste/soil stockpile area following excavation and off-site disposal of the low BTU material.

The waste/soil would not be treated unless required by the land disposal facility or to comply with

ARARs.

LLVS9IO RPT 31

eder associates

Implementabilitv - This alternative couid be implemented using local contractors and equipment to

remove the waste/soil from the temporary stockpiles. Off-site land disposal of wastes and soil is a

commonly used option. It is estimated that this alternative could be implemented within

approximately four to six months of USEPA approval.

An appropriate off-site land disposal facility would be selected during design based on ARARs and

the willingness of the facility to accept materials from a CERCLA site for disposal. Laboratory

analysis may be required to characterize the waste/soil prior to acceptance by an off-site facility.

There are no operating hazardous waste landfills in Wisconsin. The environmental compliance

status of the disposal facilities would be checked during the selection process. The selected facilitywould have to be approved by USEPA in accordance with the CERCLA Off-Site Policy and by

WDNR if the facility is in Wisconsin. The waste/soil would be transported from the NPI site to theoff-site landfill by a licensed waste hauler in accordance with applicable regulations.



Cost - The cost to dispose of the waste/soil at an off-site landfill is estimated at $1,130,000, as

summarized in Table 17. This estimate assumes that the waste/soil could be disposed of at a non-

hazardous waste landfill and that treatment would not be required prior to disposal.

LLVS9IO RPT 32

eder associates

5JL COMPARATIVE ANALYSIS OF REMEDIAL ALTERNATIVES

The remedial alternatives evaluated in Section 4.0 are compared based on effectiveness,implementability and cost. The comparison is presented separately for the vadose zone soil and the

low BTU value stockpiled waste/soil.

5.1 Vadose Zone

Effectiveness - All of the alternatives would protect human health and the environment by

eliminating direct contact with contaminants (by backfilling or off-site disposal) and removing

VOCs from the vadose zone to achieve the remedial action objectives. Under the no further action

alternative (Alternative V-l), vadose zone vapor phase VOCs in the residual waste materials could

continue to migrate and act as a low level source of contaminants to groundwater.

The no further action alternative (Alternative V-l) would rely on uaiâi attenuation to comply with

ARARs over the long term. Under this alternative, natural flushing would wash residual vapor phase

VOCs out of the vadose zone over time and into groundwater to eliminate the residual source of

groundwater contamination over the long term.

The SVE alternative (Alternative V-2) should effectively remove residual vapor phase VOCs from

the vadose zone to eliminate the low level source of groundwater contamination within several

months, assuming there is no remaining source of VOC vapors. The actual SVE operating time

frame would be determined based on system monitoring results. This alternative would meet the

ARARs using SVE to remove vapor phase VOCs to non-detectable levels. Treatment of the

extracted VOCs would not be required to meet WDNR air emission regulations given the low levels

of VOCs that remain beneath the lagoon.

LLVS9IO RPT 33

eder associates

The composting alternative (Alternative V-3) should remove residual VOCs from the vadose zone

soils to eliminate the low level source of groundwater contamination. A pilot study would be

required to evaluate the ability of this alternative to meet the ARARs and to determine how long the

soil would have to remain in the biopiles in order to remove the residual VOCs to non-detect levels

(if possible) before it could be placed back into the lagoon. The ability of this alternative to reduce

VOC concentrations to non-detectable levels and eliminate the residual source of groundwater

contamination at this area is uncertain.

The off-site landfilling alternative (Alternative V-4) would remove vadose zone soils containing

VOCs from the lagoon to eliminate the low level source of groundwater contamination and protect

the environment. The human health risks posed by the residual VOCs would be eliminated by

excavation and off-site disposal. This alternative would meet the ARARs and provide permanentprotection. No residual VOCs would remain at the lagoon area following excavation and off-site

disposal. The soil would not be treated unless required by the land disposal facility or to comply

with ARARs. This alternative would pose a risk to the community since the waste/soil would have

to be transported to the selected off-site disposal facility.

Under all of the vadose zone alternatives, the IRA system would be operated and maintained until

VOC concentrations in on-site groundwater at the Lagoon No. 1 area are reduced to below the PALs

or to the lowest possible levels below the MCLs and Enforcement Standards. If the low level source

of VOCs is not removed (Alternative V-l), the IRA extraction system would continue operating for

an estimated 10 years to prevent the off-site migration of VOCs in groundwater at concentrations

above the Wisconsin groundwater standards and protect the environment. The other alternatives (V-

2, V-3 and V-4) include source removal by on-site treatment or off-site disposal and should enable

the IRA to be shut down in approximately 5 years since the source of contaminants in the vadose

zone would be eliminated. The actual time frame would be determined based on groundwater

monitoring results.

LLVS980 RPT 34

eder associates

Risks to workers under all of the alternatives would be addressed by a site-specific health and safety

plan. The worker exposures posed by Alternatives V-3 and V-4, which include the removal of an

estimated 120,000 cubic yards of soil from the vadose zone are significantly greater than

Alternatives V-l and V-2, where the soil would remain in place.

Implementabilitv - The no action (Alternative V-l) and SVE alternatives (Alternative V-2) could

be implemented with little difficulty since the vadose zone soil would remain in place. The

composting (Alternative V-3) and off-site landfilling alternatives (Alternative V-4) would be much

more difficult to implement given the amount of soil excavation required (estimated at 120,000 cubic

yards) and the excavation depths (up to 60 feet) that would be involved. Specialized excavation

equipment and operators would be required to remove soil at significant depths.

The no action alternative (Alternative V-l) is technically feasible and could be readily implemented

by NPI or a local contractor using suitable on-site materials as backfill. Backfill material could also

be imported if needed. Materials would be sampled and characterized by a certified laboratory

before being used as backfill. The lagoon could be backfilled within approximately two months ofUSEPA approval.

Contaminant transport modeling to develop NR 720 site-specific soil cleanup levels and support the

no action alternative would require many assumptions and it is probable that the modeling would

not conclusively demonstrate that the concentrations of residual vapor phase VOCs in the vadose

zone would not cause the groundwater standards to be exceeded.

The SVE alternative (Alternative V-2) is technically feasible. SVE systems are widely used to

remove VOCs from unsaturated soils and the fine grain sand at the NPI site is well-suited to effective

SVE application. Contaminant transport modeling would not be required to develop NR 720 soil

cleanup levels, since the SVE system would be operated until VOC vapor concentrations are non-

detect. The Lagoon No. 1 SVE system would be designed based on the MRDS SVE pilot study

results and would be consistent with the full-scale MRDS SVE system design. It is expected that

LLV59BO RPT 35

eder associates

the SVE system could be installed and started up within two months of USEPA approval. The

equipment required for the SVE system is readily available and could be installed by local

contractors.

Under Alternative V-3, substantial land areas would be needed to compost the soil removed from

the vadose zone. A pilot study would be required to evaluate the effectiveness and implementability

of this alternative and to determine the remedial time frame. Additional actions may be required if

composting does not remove VOCs to non-detect levels. The mechanical equipment required to turn

the biopiles is readily available and could be operated by local contractors.

Under Alternative V-4, an appropriate off-site land disposal facility would be selected during design

based on ARARs. It may be difficult to locate a facility that is willing to accept materials from a

CERCLA site for disposal. No laboratory analysis of the soil is expected given the significant

amount of data collected to characterize the vadose zone beneath Lagoon No. 1. There are no

operating hazardous waste landfills in Wisconsin. The selected facility would have to be approved

by USEPA in accordance with the CERCLA Off-Site Policy and by WDNR if the facility is in

Wisconsin. The soil would be transported from the NPI site to tht off-site landfill by a licensed

waste hauler in accordance with applicable regulations. It is estimated that Alternative V-4 could

be implemented within approximately four to six months of USEPA approval.

No permits, easements or rights of way would be required to implement any of the vadose zone

alternatives. There should be no impacts on adjacent properties and no need for institutional

controls.

Cost - The costs associated with the composting (Alternative V-3) and off-site landfilling

alternatives (Alternative V-4) are 20 to 30 times more than the SVE (Alternative V-2) costs. These

alternatives (V-3 and V-4) are not cost-effective.

LLV59M RPT 36

eder associates

Under the no action option (Alternative V-l), contaminant transport modeling would be required at

a cost of approximately $40,000 in an attempt to demonstrate to USEPA and WDNR that the levels

of residual VOCs in the vadose zone beneath Lagoon No. 1 would not contravene the PALs in

groundwater. Annual O&M and monitoring for the IRA system at the southwestern portion of the

NPI site would cost an estimated $400,000 over the estimated ten years until the system can be shut

down.

Under the SVE option (Alternative V-2), an SVE system would be designed and installed for

approximately $180,000, with an additional $300,000 associated with backfilling the lagoon after

SVE operation is complete. SVE operating costs should be minimal if there is no remaining source,

since the VOC vapors should be removed in approximately one month. Annual O&M and

monitoring for the IRA system at the southwestern portion of the NPI site would cost an estimated$200,000 until the system can be shut down (estimated at 5 years). This O&M cost is half of the cost

under the no action option since the IRA system should be shut down much sooner if the low level

source of groundwater contamination is removed using SVE.

5.2 Stockpiled Low BTU Waste/Soil

Effectiveness - Consolidating the waste/soil at the MRDS for capping (Alternative S-l) to create a

single waste management unit at the NPI site would protect human health by eliminating the direct

contact exposure pathway. The multi-layer cap to be installed at the MRDS would minimize

leachate generation and vertical migration of VOCs to groundwater to protect the environment. The

MRDS cap would cover and contain the residual VOCs in this material to protect human health and

the environment. Long-term maintenance of the cap would ensure the integrity of the cap and

continued environmental protection.

The off-site landfilling alternative (Alternative S-4) would also eliminate human health risks and

protect the environment. This alternative would comply with ARARs by removing the waste/soil

for off-site disposal to provide permanent protection. No residual VOCs would remain at the

LLV5980 RPT 37

eder associates

waste/soil stockpile area following excavation and off-site disposal of the low BTU material. The

waste/soil would not be treated unless required by the land disposal facility or to comply with

ARARs.

Alternatives S-l and S-4 would achieve the remedial action objectives and risks to workers would

be addressed by a site-specific health and safety plan. The landfilling alternative would pose a risk

to the community since the waste/soil would have to be transported to the selected off-site disposal

facility.

Neither the SVE (Alternative S-2) nor the supplemental cement kiln fuel alternative (Alternative S-3)

would be a viable option to remove VOCs from the waste/soil. These alternatives would not achieve

the remedial action objectives or ARARs. The SVE pilot study conducted at the MRDS

demonstrated that SVE would not effectively remove VOC vapors from materials containing

significant amounts of waste forge compound (such as the stockpiled waste/soil) because sufficient

air flow could not be established through the material. The waste/soil removed from Lagoon No.1 and stockpiled near the MRDS does not meet the minimum 5,000 BTU/lb supplemental fuel

requirement.

Implementabilitv - Consolidating the waste/soil at the MRDS for capping (Alternative S-l) is

technically feasible and could be readily implemented. Capping is widely used to prevent contact

with waste materials and minimize leachate generation. The low BTU waste/soil is stored in

temporary stockpiles near the MRDS, which would expedite removal of this material for

consolidation at the MRDS in the initial stages of cap construction. It is expected that the waste/soil

could be moved to the MRDS in less than one month by local contractors using readily available

equipment. No laboratory analysis would be required before placing the waste/soil at the MRDS.

Off-site landfilling (Alternative S-4) is also technically feasible, but could not be implemented as

easily as waste consolidation at the MRDS since the waste/soil would be disposed of off-site. An

appropriate off-site land disposal facility would be selected during design based on ARARs. It may

LLVS9IO RFT 38

eder associates

be difficult to locate a facility that is willing to accept materials from a CERCLA site for disposal.

Laboratory analysis may be required to characterize the waste/soil prior to acceptance by an off-site

facility. There are no operating hazardous waste landfills in Wisconsin. The selected facility would

have to be approved by USEPA in accordance with the CERCLA Off-Site Policy and by WDNR if

the facility is in Wisconsin. This alternative could be implemented using local contractors and

equipment to remove the waste/soil from the temporary stockpiles. It is estimated that this

alternative could be implemented within approximately four to six months of USEPA approval.

No permits, easements or rights of way would be required to implement Alternatives S-l and S-4.

There should be no impacts on adjacent properties and no need for institutional controls.

Neither the SVE (Alternative S-2) nor the supplemental cement kiln fuel alternative (Alternative S-3)

is technically feasible, thus it is not appropriate to address implementation time frames, equipment

and labor requirements, and administrative concerns for these alternatives.

Cost - Cost estimates were not developed for the technically infeasible alternatives (S-2 and S-3).

Consolidating the stockpiled waste/soil at the MRDS (Alternative S-l) would cost approximately

$100,000. Off-site landfilling (Alternative S-4) would cost over ten times more than waste/soil

consolidation at the single waste management unit at the NPI site.

LLVS9IO RPT 39

eder associates

6.0 RECOMMENDED REMEDIAL ALTERNATIVE

Based on this evaluation, NPI and Eder recommend the following remedial actions:

• Installing an SVE system to remove residual vapor phase VOCs from the vadose

zone beneath Lagoon No. 1, and

• Consolidating the stockpiled low BTU waste/soil for capping at the MRDS.

The composting and off-site landfilling alternatives for the vadose zone would not be cost-effective

compared to SVE and would not be feasible given the implementation difficulties associated with

removing the significant volume of vadose zone soil. Although both the no further action option and

the SVE option would ultimately remove residual VOCs from the vadose zone, the SVE option

should accomplish this within a matter of months as compared to years under no action. The SVE

option should results in a significant savings in IRA system operation and maintenance costs over

the long term compared to no action. The SVE option would not involve development of NR 720

soil cleanup levels. Contaminant transport modeling to support the no action alternative would

require many assumptions and it is probable that the modeling would not conclusively demonstrate

that an SVE system is not necessary.

Neither SVE nor use as a supplemental cement kiln fuel would be technically feasible options for

the stockpiled waste/soil. Off-site landfilling would not be cost-effective compared to waste/soil

consolidation at the MRDS. Consolidation and capping the waste/soil at the MRDS is the only

reasonable method to dispose of this material, since the remainder of the waste forge compound-

containing materials at the NPI site will be consolidated and capped in a single waste management

unit at the MRDS pursuant to the May 1996 ROD.

LLVS9JO JUT 40

eder associates

NPI and Eder are prepared to quickly design and install the Lagoon No. 1 SVE system in 1997, upon

approval from USEPA and WDNR. The stockpiled waste/soil would be removed and consolidated

at the MRDS in step with installation of the MRDS cap planned for 1998.

LLVS9IO R?T 41

DDr"mC/)

NATIONAL PRESTO INDUSTRIES, INC.EAU CLAIRE, WISCONSIN

TABLE I

Summary of VOCs Detected in Soil Samples - 1995

TARGET COMPOUND(Units in u^/k^l

SITE ID:

SAMPLE ID:

DATE COLLECTED:

DKPTII(fl):SAMPLE DELIVERY GROUP;

Acetone

2-Buianune

1,2-Dichloroethanc

Mkxunoni:

Mcih> lent diluritkretrachluroeltiene

lolucnc1 , 1 , 1 -TridiltmiclhaiK:

rtithlofoelhcne

B-lU- 1-0

8/3U/95

0

B-l-0

< 1 300 U

1600 B

< 1300 U

< 1300 II

< 1 300 U

< 1300 U

1300 U

< 1300 11

< 1300 U

B-IB 1 10

8/30/95

10

11 1 10

< 10 U

< 10 11

< 10 11

< 10 II

< 10 II

< 10 11

< 10 II

< 10 U

< 10 U

B-lB 1-17

8/30/95

17

B-|. 10

< II U

< If U

< II uII II3 JB

< II II

< II U

< II I)

< II II

B-l

B 1 21

8/30/95

21

B 1 10

< 10 U

< 10 U

< 10 II

< 10 H

3 JB

< 10 U

< 10 11

< 10 II

< 10 U

B-l

B-l -23

8/ JO/9 5

23B 1-0

< 10 U

< 10 II

< 10 II

10 (1

3 Jll

< 10 U

<. 10 U

< 10 U

< ni ii

CDaCD

TABLE! XLS f*$t I of 11


TABLE I


TARGET COMPOUND(Uni t s in uc /kn )

SITE ID:SAMPLE ID:DA It COU-ttTEU:DEPTH (ft):SAMPLE DELIVERY GROUP:

Acelone2-HuUirumc

1,2-Oidiloroeihanc2-lk*x;in(inc

Mclhylciii.' chloride

I'uriidilimhMhene

liiluL-inj

1 ,1 ,1 -Trichlorttclhiim-IVichlonielhene

B-1B-I-23D8/ JO/95

23B I O

< 10 U

3 JI1< 10 II< 10 11

< 10 U< 10 I)

< 10 II

< 10 (1

< 10 U

B-l

B 1 25

8/30/95

25H 1 10

12

< 10 U

< 10 1)< 10 II

< 10 U

< 10 11•; II) II

< 10 If< II) 1 1

B-lB-l -27

8/30/9527

B-l-10

< 10 U

< 10 11

< 10 (1

5 J< 10 11

< 10 II

I I I I I10 11

< 10 U

B-l

B-l -298/30/95

29

B 1 10

I S2 J

< II 11

< II U< II U

< II U

< I I I I< II 11< I I I I

B-l

B-l 338/30/95

33

B 1 10

< 10 U

2 I<• 10 II

< II) 11

< 10 II

< 10 U

10 II< 10 (1

10 I/

I'Alil til XI S Pine 2 of 11

CDato~1

0)(ftwoo0)"I—t(DW

NATIONAL PRESTO INDUSTRIES, INC.HAD CLAIRE, WISCONSIN

TABLI; I


TARGET COMIMHIND

(('nils in UK !•«)

SITE 10:SAMI'I KID:

DAItrOI.l.EC IED:

DEF I'll (h):

SAMPl.i: DM.IVEKV KKOIIP:

Acetone

2-HuiaiNinc

1 ,2-DidilimielhaiK1

.2-lkx;iiiinii:

tfclhjtuic chloride

reiraLhlornelhcne

Toluene

1 .1 ,1 -1 iicnluroelhaiii-

Trichloroeihene

B 1

B-I-JI

K/JI/95

Jl

B-434

< 10 U

HI II10 II

< 10 I)

10 11

< 10 U

10 II

< 10 II

10 1 1

B-2

B-2-0

8/ju/ysU

B-l 10

1210 II

< 10 U

10 II

10 II

2 1

< 10 U< 10 II

3 J

B-2

B-2-S

S/30/95

5HI ID

II

II II

11 II

II II

II U

-N

15

21If) J

B-2B 2 10

s/jo/ysMl

B 1 10

10 J

< II (I

<: II (1

< II U

< II 11

< II (1

< II U

< II II< II 11

B-2

B MOD

8/30/95

10

B 1 10

12

II II

< II II

11 II

II II

II II

11 U1 1 I /

II (I

V21/97 TABLE) XLS Page J of 11

CDa(D-1

0)COWOOCD'i-+03W

eder associates

u5/3 -,LU Z

to O5 uO co*i2sto £S 2a- U

< r:

-JCQ

CLEn

CO

'o

CJO

^ NATIONAL PRESTO INDUSTRIES, INC. —EAU CLAIRE, WISCONSIN

TABLE I


TARGET COMPOUND(Units in iin/ki;)

SITE ID:

SAMPLE ID:

DATE COLLECTED:

MM'MMfU;

SAMPLE ItELIVEHV GROUP:

Acelone

2-Buianonc

t,2-l)idilim>ethanc2-lle\aru>ik:

Mclhyknt; chloride

Iclrjchlorocihcni'

lul nun'

1 . 1 . 1 -Tnchlurucili.iiicI richloroethene

B-J

B-J-7D

8/31/957

11-13-1

10 J

<: 10 11

< 10 1)

< JO (J

< 10 U

< 10 1)

10 a< 10 U< 10 11

B-3

B-J-98/31/95

!*

b J J4< 10 |J

< 10 (1

< in u< I(J U

< 10 (1

< 10 U

- 10 II

10 (J

< 10 U

B-3

B-3- II

8/31/95

II

B-4-34

11< 10 11

< 10 U

< 10 U

< 10 U10 II

10 11

< 10 11

< 10 II

B-3

B-3 13

8/31/9513

B-434

< 10 U

< 10 11

< 10 1 1

< 10 II

< 10 II

< III II< 10 U

< 10 U

< |0 U

B-3

B-3 15

8/3l/y5

15

B-4-34

< 12 1)< 12 U

12 11

12 II

< 12 11< 12 U

< 12 II

< 12 U

< 12 II

S/II/97TABLEI XLS S of 11

0)Q.0)~ifl)MC/>0o0)'I-*CDw


TABLE I


TARGET COMPOUND

(I'nils in uj; I-K)

SITE ID:SVMI'll II):

l»ATi: COLLECTED:

H K I ' H I ( f l ) :SAMPLE I)E 1 IV tKV GROUP:

AceloneMluliinone

l .2-l>iLh!oroeinanc2-Ilcxannne

Mclhyknc chloride

fclrachliiroelhene

lulucne

1,1,1-Trichloroeihanc

rrichhmtelhene

B-J

B-3-178/31/95

17

B-4 -34

265 J

< 10 II

< 10 I)

< 10 1110 11

10 II

< 10 11< 10 11

B-3

B-J- 198/3l/y5

19B J-34

< 10 U

< 10 II

< 10 11

1 0 I I

< 10 II

< 10 U

< to u< 10 II

< 10 U

B-4

B-4-S

8/31/95

50-1-0

< 1300 U

1 700 £1

1300 11

1300 II< 1300 1)

< 1300 (/

< 1300 U

< 1300 II< 1300 II

B-4B 4 10

8/31/95

10

B-l 0

< 1300 U

1600 H

< 1300 11

< 13(10 II

310 J< 130(1 II< 1300 II< I30D U< 1300 U

B-4

11-4-15

8/31/95

15B 1-0

< 10 (I

10 II

< 10 [I

10 II3 jn

< 10 I!

10 1 1

10 II< 10 U

0)a0)

S/2l.'S7TABLtl X1.S Pigc 6 of 11

NATIONAL PRESTO INDUSTRIES, INC.1-AU CLAIRE, WISCONSIN

TABU; i

Summary of VOCs Detected in Soil Samples- 1995

TARGET COMPOUND(Units in ut-/ku)

SITE ID:

SAMPLE II):

DATE COLLECTED:

DEPTH (ft):SAMPLE DELIVER*' GROUP:

Acetone

2-Hulaniinc

t.2-I)idiloroethanu

.Mkx.ijiiitic

V1clh)knc Lliluridi.

1 UrachUirutthcnc

lukiLiic

1 . 1 , 1 - liidilorocltKuiL

Iridilornclhene

B-4

it -1-20

8/31/95

20

[Ml!

< II) U

< 10 U

10 U

10 (i

1 Jit< 10 [1

< 10 (1

< 10 II

< in 11

B-4

B-4-25

8/3I/V525

111 U

< 10 If

< 10 II

< 10 II

10 II

) IK

< 10 II

< 10 U

< 10 11

-- 10 II

B-4

B-4 25D

8/31/9$

25

B-l-0

< 10 U

10 1110 U

10 U

1 Jit10 U

10 II

•= 10 II

ID II

B-4

B 4 28

8/31/^528

B I O

11 B

< 10 II

< 10 II

10 If

< JH

< 10 II

< 10 II

< 10 U

< 10 II

B-4

B-4-JU

8/JI/95

JO

Ul(l

< 10 U

10 [1

10 II

< 10 II

2 Jit

10 II

< 10 U

< 10 U

10 tl

1AH1 LI XI H P«g* 7 of M

Q.CD-iQ)W(/)Oo0)l-f0)CO

N A T I O N A L PRESTO INDUSTRIES, INC.LAU CLAIRE, WISCONSIN

TABLE I

Summary of VOCs Delecled in Soil Samples - 1995

TARGET COMPOUND

(Units in u^/kt-}

SITE ID:

SAMPI t H>:

DATE COLLECTED:

DEPTH (ft):

SAMPLE DELIVEKY GROUP:

Acetone

2-Hul;iiuinc

1,2-Dichlnruelhane

3-Hexani>neMclh) luiic chloritk-

relrachlomeihene

Toluene

l.l.l-'lriJiloroeihaiii:

rrichlorocihenc

B-4

B4-32

8/31/95

32B I O

17 B

1 Jll

< 10 U

< 10 (I< 10 11

< 10 I!

< 10 U< 10 U

< 10 U

B-4

11 4 34

8/31/95

34

B 4 3 4

13

3 J

< 10 II

< 10 II

< 10 U

< 10 U< 10 II

< 10 II

< 10 II

B-4

114-36

8/31/95

36H I D

< 10 U

<• 10 u<- 10 tl

10 h1 Jit

< t(l I!

< 10 II

< 10 U< 10 U

B-5

B-5-2

8/31/95

2

B-I-IO

< 10 tJ

< 10 11

< 10 tl

< 10 1!

< 10 U

< 10 U

< 10 U

< 10 U

< 10 II

B-5

B-5-7

8/JI/95

7

HH)

< 10 U

< 10 [I

< 10 If

10 It

10 [1

< 10 II

10 II

< 10 U

< 10 II

i / I IWTABl-fcl XI-S Pigt I of 11

CDaCD-1

D)ww0o0)'r-f-CDw

eder associates

O1-Os

O.

(0c/l

'5CO

Uo

NATIONAL PRESTO INDUSTRIES, INC.KAUCI.AIRI- , WISCONSIN

TABI.L 1


TARGET COMPOUND(Units in un'kg)

SITE ID:

SAMPLE ID:

DATECOI.LrtCTIlD:

DEP Til (fll:

SAMI'l.t ntUVtHV<;ROIU>:

A Cell UK'

2-Hutdiioiic

l,2-l)ichli)roelhanc

2-llcxjiiuni;

Vlclh) ICIIL' chloride

lelrach'nrncilieni.'

Toluene

I.IJ-Tndiloroelh.iiH

rrichlnroelhene

B-5

B5 22

8/31/95

2211 1 JO

< 10 II

< 10 1 J

< to u< 10 II

< II) 11< 10 II

< ni u< 10 a

10 U

B-7

B-7-0

8/31/95

0

B I O

< 10 U

10 U

- 10 II

10 11

•1 Jll< 10 II

< 10 11

< 10 II

1 J

B-7

B7-5

8/JI/95

5H 1 II

< 10 U

< 10 H

< 10 II

10 (1

J Jll< 10 II

< JO (1

10 1 1

10 II

B-7

B7-IO

8/JI/95

1(1It 10

< 10 U

< 10 II

< I!) I/

< 10 II

< 10 II

< 10 U

< 10 II

< 10 11

< 10 II

B-7

B-7- 101)

8/31/95

Ml

U 1 0

< 10 U

< 10 II

10 II

< 10 11

) JH

10 II

|{) U

10 II

< 10 U

0)a0)

S/2l '97TAflLEI XL5 Pigc 10 of 11

eder associates

Q

c<

Q.E

00

y- — —

a. =Si "

eder associates

NATIONAL PRESTO INDUSTRIES

EAU CLAIRE. WISCONSIN

TABLE 2

PGC ANALYTICAL RESULTS FOR SOIL VAPOR EXHAUST SAMPLES(ipproximately live feel below grade)

Sample ID. :

B-l

B-2B-3B-4B-5B-6B-7

Sample Date:

09/07/95

09/07/95

09/07/95

09/07/95

09/07/95

09/07/95

09/07/9

I.l.I-TCA

I9S20

12705

48630

91410

2387547417

ND

TCE

97

54

201

472

80

136199

PCE1 6 1

179484

332135

15659

NOTES.ND - Not DetectedAll concentrations are in ppb.

05/21.^7 VI \HYDRO\PROJECTS'.Q-tlXrS 0497\VALDTBLS\TABLE2 W0:

NATIONAL PRESTO INDUSTRIES, INC.LAUCI.AIRH, WISCONSIN


lARGbl COMl'OUNU

(units in iijr'kg)

SITE:

SAMPLKID:I>A 1 fc COU.tCTliDAVi:KAfil: DEPTH (11)

SAMI'IMJH JVI KYOROlir

Acetone2-Bufanonel.l-DichloroelhaiKM-DichlurocthciK.-V4elh)lcnc uhloriiK-rcirachltiroeihuii1

1,1,2,2- 'Jciufliltiroi-iluneI'ulucncfrich Ion AtheneXylentftoial)

B-088 5 - 1

y/ 19/46075118

3411 UII [IIt UII U•J }II (IIJ II1 1 U5 J

B-08865 -7

9/IW966751)8

< 26 I)< 2h II

26 U< 26 II< 26 H

110< 26 11< 26 IJ

12 J< 26 11

B-08811-12y/ 1 >j/%

II 51)8

< 10 U< II) 1)

10 fl

< 10 H

10 IIID II

< ID U

< 10 U10 [1

10 U

B-08

8205-2)9/1 W%

2075

B8

< 10 U< 10 11

< 10 U< 10 U< in u

10 11

< 10 I)< 10 U< 10 U< 10 U

B-088305-31y/i'j/%

.10 75

U8

< 10 U< 10 U

< 10 U< 10 U< 10 II

10 II

< 10 U< 10 IJ< 10 II

10 U

<DQ.CD

V2I/V7 TABLE! Xl.S Pigelof 16CDw


TABLE 3


TARUin I'OMI'itUND(units in i^'kj?)

SITESAMPLE ID;OAn-COLLECIlPAVCKAGI- I)HPIM(ti)SAMPLE DEI.IVTRY GROUP

Acelone2-Hutanonel.l-[)jdiloroelhancIJ-Didiloroclhcni'vtelhyluie cnlorulirciractiKiroclhencl,l,2,2-TelraLhlnrin:ihjnell)IULT1t

Irichlofoethene\>|L-IH; fiolal)

B-088405-41WIM/%4075

(18

< 10 U10 U10 U10 U10 (Ito U10 11

to uto u10 11

B-088505-519/ 1 'J/<>6

50.75Ha

< 10 U< 10 U< 10 U< 10 II

< 10 U< 10 (1< 10 U< 10 U< 10 U< JO II

B-08860-60 5')/ 1 '>/%

6025UK

< 11 U< M 11

II UII U

< 11 II11 UM U11 U11 (1II II

B-0991-1 59/1 y/%

1.25US

< 54 U< 54 U

60< 54 II< 54 11

320< 54 I)

IS i26 J

< 54 U

B-09955-6

9/ 1 W>65 7 5US

< 11 U< 11 II

5 J< 11 I)< 11 U

6111 U

< II U5 J

< II II

CDQ.0)-i0)M(/>0o

NATIONAL PRESTO INDUSTRIES, INC1

CAUCI .AIRH, WISCONSIN

I ABU: 3

Summary of VOCs Detecled in Soil Samples - 1996

lAkGhlUlMI'oUNI)(uniis in ui1 M:)

Aceione2-HiUaimne

1 1 -On lilotncllj.ini1,1 -l)iJilimH.'ihuicMeihykne chloriik-cinicliltiniclhcnc

.1 .2.-'- IcIraclilDiiu-ili.inc

I'oluaiL1

1 ridiliimclliuiiL-

Xylcne (lolal)

SITE:SAMI'I.MDDAM: COM fit 11:0AVI-KAGI- DEPTH (ft)SAMPLE DM IVi:KY(iROUP

B-099 1 0 5 - 1 2

W 1 7/96II 25HI9A

10 U

10 II

Ml U10 tl

10 II

10 (1

10 II

10 U

10 ('10 (1

B-0992 1 -2 1 5

21 25HH

< 10 U10 (1

•- 10 II

10 U

< 10 II

10 11< 10 II

< 10 11

< 10 11< 10 II

B-09y j 1 - 3 1 5

31 25It*

< 10 U10 II

10 (I

10 II

II) II10 II

10 II

10 U

10 II

10 II

B-099405-41y/w/%4075us

< 10 II

10 II

< 10 tl

< 10 II

< 10 tl

10 II

< 10 U

< 10 II

< 10 II

< 10 U

B-09

950 5 - 5 1y/l'J/96

5075US

< 10 II10 II

< 10 II

10 tl

10 |l

10 U

< 10 II

10 (I

10 II

10 tl

0)aa>-i0)wwOoQ)'•-+CD

J/21/yJTAIil t3 Xl.S P»ge Jof 16


TAULL3


TARGET COMPOUND(units in uiVkj;)

SITE:SAMPLE ID:IMTECOLI.LCiliU

AVERAGE DEPTH (11):SAMPIEDUI IVKRYCROUI'.

Acetone2-Ruianonel.l"[)ichloroethatiL'l.l-DidiloroelhencMeihjleni: chlnmltrelradiloroethuif1.1.2.2-Tclnidilf'i^-tli.irie

TolueneCrichloructhcneXylenc (luial)

B-IO

101-1.50/19/96

1 251)8

< 10 U

< 10 U< 10 [1< 10 I)

10 U10 I)

Id U< 10 U< 10 U

10 U

B-IO1055-69/1 y/%

5 7 5MX

< 10 U< 10 1)< 10 If< 10 i;< 10 II< 10 11

< 10 H

< 10 U< 10 U< 10 II

B-10

1010-11.5y/ii>'(J6

1075

its* 10 U< 10 U- 10 U< 10 U< 10 (1

< 10 U10 U

< 10 U< 10 U< 10 U

n-Ki1021-21 59/iy/yo21 25

1(8

< 10 U

< 10 U< 10 U< 10 II< 10 II< 10 II

< 10 U< 10 U< 10 U< 10 U

B-IO1031 -.11 59/17/96

31 25

UI9A

< - 10 1)< |0 II

10 II< 10 (I< 10 II

10 11

< 10 (110 II

< 10 11< 10 11

P*K(4of 16

CDQ.CD-^0)(nV)oo0)1-(DCO

— NATIONAL PRESTO INDUSTRIES, INC. ~~f - A U C I , A I K f : , WISCONSIN

TABU: 3


lARGlTC COMPOUND(unils in uji'kg)

SITE:SAMPLE ID:DATE COU.ECI f:UAVERAGE DEPTH (ft)SAMPLCPn IVCRY GROUP

Acetone2-Hulanone1,1-Dichloroclhiitn1

IJ-DichloroeihcncVlcih>lcne chlorideI't'lrilL'llltHDClllCIlL

I.I.2J- IciruchliihKiluin;TolueneTrie hi oroeihc neXykne (lolal)

B-IO10-11-41 5y/ 17/9641 25IH9A

< 10 U< 10 U

10 U10 U10 1!10 U10 1110 U10 U10 U

B-llI l l - l 59/17/96

125UI9A

< 52 U< 52 U* 52 II< 52 1)<: 52 U

28 1< 52 U< 52 U< 52 U< 52 II

B-II118-9

9/17/968 5

UIOA

< 10 U< 10 U

10 U< 10 I)< 10 U

10 II

- 10 U< 10 U< 10 II

10 II

B-llI l l l - l l 59/17/90

1125BI9A

< 10 U< 10 [1< 10 II< 10 U< 10 II<• 1 11 II

10 (I< 10 U< 10 U< 10 11

B-M1 1 2 0 5 - 2 19/17/962075BI9A

< \Q U< 10 II

10 U- 10 II

- 10 II

< 10 II

< 10 II< 10 U< 10 (I< 10 11

aCD

S/2IW TABLE! XLS PigeSof 16

wMoofi)'l-t-(DW


TABLE 3


TAKGtt COMI'uUND(units in ut"k^)

SITE:SAMPLE ID:DATbCOLLfcCILD.AVLRAGi; DEPTH (ft)SAMPLE DKLIVI-RY GROUP

Aceione2-BiH;inonel.l-DichluroahaiH1

1.1 -Dichloroeltiem-Meth>lene chloriderttrachinruellieiif

I,l.2.2-Tclrad)lo(,n.'ilijncI'nliiencrrichloroetheneXylciic (lolal)

[1-11im-il.59/i7/y&31 25HI MA

< 10 U10 II1 (1 1110 11

< 10 U10 U

< 10 U* 10 U

10 U

10 II

B-MII4I--1I 5

9/17/9641 25I1I9A

< 10 U< 10 (I< 10 II< 10 U< 10 U< 10 U< 10 U< 10 U< 10 II< 10 II

B-ll11495-509/17/964 9 7 5

BI9A

< II U< II U

II IIII 1)

< II U< II U< 11 U< 1) [J< II II< II U

B-I2AI2AI-I 59/2 J/%

1 25014

< 53 U< 53 U< 5.) II< 53 1)< 53 U

12 J< 53 It< 53 U< 53 II

< 53 II

B-I2AI2A6-659/23/96

6 2 5nn

< 10 U< 10 Uv Ml II

10 I /

< 10 II

10 U10 II

< 10 II

10 (1

10 II

0)a0)— i0)

S/21/97 TABLE] XI.S Plgebof 160

eder associates

^ 1Z «ir/f Q,£ Z £5g f&o O 'o-x O COC =o ^ E

p uS a u55 ££ < 2

Ir " °a (J (J< - °z 5 £C o

< 3z =

-/:

rn ^ ^ i/-, r*

'/-, >O

(E | - 5

(-1 '(-, ^ 1-1 ^

* < 5 ^ ~

^- ^ ? **^ .r*J * ~~- fv^ ^

O3 < S ^r-l "

fN ^ rî "r

E < ^

-. — >

-. E .u a; E;

Z

ij •-J 'E

a:

V

_

V

V

_

V

_!

(Ace

tone

i"i

_

V

_

-JC

^

J

1

_

V

_

k)ro

tthai

it

T

_

r-j

V

_

V

_

loro

ethu

jK-

-.

-

_

V

_

1

1

,

3

_

V

_

=

|

>

y

>.

a

_

y

_

u

-3

ri

O

_

fN

V

_

V

_

-J•J

V

_

r-i

V

V

_

V

_

o

•ac

3

_

y

_

y

_

o'j

X

eder associates

UJ5t-

? Sc/3 ±2 5a. r;

Q.Eas

V)

O

£>ra£E

•y)

NATIONAL PRESTO INDUSTRIES, INC.f iAUCLAIRK, WISCONSIN

TABU: 3


TAKtibT COMPOUND(units in iir/'kg)

SITE:SAMPLE ID.DATtCOI.U-XTH)AVhRAGIf DEPTH (ft).SAMPLE DELIVERY GROUP

Acetone2-Buianonc1,1-DiuhIoroeihaiKl,l-[)ichloroelhcitL

Melhylcne chloruli1

J'ciradilimiL-lliL'iiiI.I,2.2-Tciradili>riiL'ilianeToluenerrichloruetheneXylcnc (total)

B-141455-6y/i y/%

5 7 5[114

< 10 U< 10 U

10 (110 II10 II10 II

10 U10 010 U10 U

B-141413 5-1-1y/iy/%

1 3 7 5BU

< 10 U< 10 H

10 U< 10 (1* 10 II

< 10 H

< 10 H< 10 (I< 10 I)< 10 I)

B-1414205-219/|y/y620.751)14

< II U< II (I< II II

II IIII 11

< 11 U< II U< 11 II< II U< 11 U

B-141430-31 59/1 y/%3075UN

< 11 U< II U< II U< II II< II U< 11 U< II i)< n u< u 0< n u

B-I5AISAM 5W23/96

1 25BI4

< 52 U< 52 U< 52 [J

52 11< 52 II

12 J< 52 I)< 52 11< 52 II< 52 U

Pigcôf 16

CDa0)-i0)wwooQ)'«-»CDW

NATIONAL PRESTO INDUSTRIES, INC'HAU CLAIRE, WISCONSIN

TABLH 3


lAROhl COMCOUND(units in ng'k^)

SITE:SAMPLE ID:IMlfcCOI.LL-CIHJAVERAGE DEPTH (ft).SAMPLE DELIVERY GROUP

Acetone2-Rula<K)neI.l-Dichloruetharii:l,l-t)k)iliimelhciiL'Methylenc chlorideI'e (rath lorocl hen L-1,1,2,2-TelrachloruclhaneTolueneIrichloruetheiieXylcnc (loial)

B-I5AI5A6-6.59/2J/96

625D14

< 10 U< HI I)

10 I)10 1)10 [ I

10 U- 10 II< 10 U

10 U

10 II

B-15AI 5 A I 0 5 - 1 I

y/2j/%1075014

< 10 U< to it< 10 (1

< 10 (1

< JO I)< 10 II< 10 U< 10 (1< 10 (I

10 U

B-15A15A20-2Iy/2.(/i'b

205fill

< 10 U< 10 [1

10 U10 I)

< 10 U< 10 II

< ID i;10 11

< 10 U10 II

B-I5A15A3IO1 5

9/2J/V631 25H14

< 10 U< 10 U< 10 (1

< 10 11< 10 (I

< 10 II< 10 U< 10 U

< 10 U10 II

B-16

161 1 5

9/2 J/%1 251)16

< !l U< 11 U< M II< II II< II H

4 JII 11

< II I)< II 11

II 1 1

CDa0

Page 10 of 10CD

NATIONAL PRESTO INDUSTRIES, INC.I-AU CLAIRE, WISCONSIN

TAI3LL3


TAKGLTCUMrolJNU(units in ufk^)

SITE:SAMPLE ID:l)AM-:COI.I,bCII.I>AVL.RAGI: DEPTH (It)SAMPI.liDHl.lVI RYCiKOUl'

Acelone2-Buianone1 . l-DiLliloroelhiiiii.-IJ-Didiliimelhan:v)elh>k»e thloriifi1

I'etrajhlorocltu'iiL-I.I .2.2- lciriidiluiin.-ili.ineToluenerricnlomcilicneXylcnc (loial)

B-161 6 7 5 - 8 5y/23/<;6

8

1116

10 U

10 U10 11

to u10 11

1510 U10 11Ml U

10 II

B-161 6 1 1 - 1 1 59/2 3 /y 6

0

DI6

< 10 U< 10 U

< 10 (1< 10 11

2 J< 10 U< 10 UY< 10 II

< 10 II

10 II

B-161620-205y/2-t/'t&2025im

< 10 U< 10 II

10 11

< 10 It10 It10 U10 U10 U10 II

10 II

B-1616305-31 5

y/24/%30.7?

1113

< 10 U< 10 II

< 10 II

< 10 II

3 J< 10 II< 10 UY< 10 11< 10 II< 10 II

B-16164 1 --4 1 59/24/'J6

41 25B13

< 10 U[0 II

10 (I

10 II10 U

10 II10 II

10 1 110 1110 II

Pl|c II of Id

CDaCO-iQJCOWOO0)r-4-

0)


TABLE 3


1 TARGET COMPOUND(units in ug.'kg)

SITE:SAMPLE ID:DATE COLLECTED.AVERAGE DEPTH (ft):SAMPLE DELIVERY GROUP:

Acetone2-BulanoneI.l-Dichloroelhaiu:I.l-DichloroelhcncMethyl cne chloride1 L'lnictilfiroclhciiL1 , 1 ,2,2-'l"i:trai;hluriioiliiineToluenerrichloroetheneXylenc (total)

B-17I 7 S - I

9/24/96075III.!

< M U< II I)

II II< II U< II U

II U< II U< 11 U< 11 U

11 11

B-171 76-6 59/2-1/96

625HI3

< 10 U< 10 II< 10 II< 10 U< 10 II

< 10 II

< 10 U< 10 U< 10 U< 10 If

0-171 7 1 0 5 - 1 19/24/96

10751113

< 10 U< 10 U

10 II

< 10 U2 J10 1)

< 10 UY< 10 U< 10 II< 10 U

B-171720.5-219/24/962075

1113

< 11 U< II U< II (I< II U

3 J< II 1)< 11 UY< 11 U< tl U< II U

B-1717305 -31 5

9/24/9631

HH

< 10 U< 10 II

< 10 II

< 10 U2 J10 U

< 10 UY< 10 U< 10 II< 10 U

Stfl/97 TABLEJXLS 12 of 16

CDaCD-i0)C/>wonQ)'r-t-

CDw

NATIONAL PRESTO INDUSTRIES, INC.L:AU CLAIRE, WISCONSIN

TABU; 3


TARGE 1 COMI'uUND(uniis in up kg)

SITE:SAMPLE 10DAlHCOI.LLCiliUAVERAGE DEPTH (ft)SAMPLE DELIVERY (SROdl'

Acetone2-BuianoneI.I-DichloroelhaiiuI.l-DichloroelhencVfelhykne clilorukretrachloroetherik.1

1 , 1 .2,2-Tetrachlon>i;iliiineTolueneIrichtoroclhcneXylcnc (imal)

B-18BI8H5-Iy/2-i/%

0 7 51)1. t

< 52 U-- 52 U•; 52 U

52 1152 U12 J52 U52 U52 I)12 J

R-ISR18118-859/2 4/%

8 2 5BI4

< 10 U< 10 [I< 10 U< 10 U< 10 U< 10 U< 10 U< 10 U< 10 U< II) tJ

B-18BI8UI05-I2

y/2-1/%M 25IJI4

< 10 U< 10 U< 10 U

10 U10 U

< 10 U< 10 I!< 10 U< 10 If

10 U

B-ISBI8B205-2I

9/24/9b2075BI3

< 11 U< II U< II U< n u< II II< 11 II< II 11< 11 11< II II< II II

B-I8BI8B31-3I 5

y/24/%31 25BI3

< II U< 11 II< II U< 11 U< II II< II II< It II< It I I< II U

II 1 1

(I)aCD-iCDWW0o

VII/97TABLEJ XLS Pigt Uof 16CDM


TABLE 3


IAKGLT COMPOUND(units in u^/k^l

SITE:SAMPLE II>IMIfcCOI.UCTIil)AVERAGE DEPTH (ft).SAMPLE DEI.IVI-:RY GROUP:

AcetoneJ-BulanoneU-Dichloroelhanc'.l-nidiloroelheiiLMelhylciie ^Jiloriili.'

clrachlorocihene,l,2,2-Telrai;hliiriii:(li;ine

1 ol ucncIricJiloroclhent:

Xylciif (total)

B-I9A1 'MO 5-1 5

y/ 17/961

BI9A

< 52 U52 U52 II52 U52 U

42 J52 U52 U52 V

52 II

B-I9AI9A6-659/17/96

625UI9A

< 10 U< 10 I)< 10 11< 10 II

< 10 U< 10 II

< 10 U

< 10 11

< 10 (I

< Id II

B-19A

19AH-II.5

9/1 7/%IE 25UI9A

< 10 U< 10 U< It) 11

10 I)

< 10 U< 10 U< 10 11

10 U< 10 II< 10 II

B-19A

I9A2I-2I 59/17/9621 25BI9A

< 10 U< 10 U- 10 li< 10 U< 10 U* 10 II•; ID n< 10 11< 10 11

< 11) II

B-I9A|yA3l-3l 5

9/17/46

31 25BI9A

< 10 U10 II10 II

10 II< 10 I)

10 IIII) (I

< 10 tl< 10 U

III U

0)aCD-i0)Cflw0o

Pigc MoTI6

NA IIONAI, I'RI-STO INDUSTRIES, INCI-:AU CLAIRE, WISCONSIN


IAKGL1 COMI'ulINU(units in ti^'k^}

SITE:SAMPLE ID.DAILCOI.I.RTU)

AVERAGE DEPTH (ft)1

SAMP1 1: Dill IVI KYfiKOlU'

Acetone2-llul;iiinMcI.l-DklilomclhiimIJ-Didiloroclheik:Ucthylciu: dilnruiu

rctradiluroclhiiiK1

1 1,2 2- I'clradilimn ili.incTolucnt1'rictiloroclhene

\>lctii: (lolal)

B-20

2(12-3 5>>/ 1 7 /Mb

2 2 5niÂ170

M 11

55 U

53 II

51 11Mil

5.1 II5) U

53 II51 (I

B-20205 5-6 5

y/17/%6

U19A

< 10 LI10 U

< 10 II

< 1 (1 1 1< 10 11

< 10 (1< 10 II

- 10 II

< 10 II<- 10 II

B-202(112 5-13

M/I7/V6

12 75HI'M

< 10 U10 U10 11

10 U< 10 II

10 IIId II10 U10 [110 II

B-2020205-21

y/17/%20.75BI<M

< 10 U

< 10 (I< 10 II

< 10 II

< 10 II

< 10 U< 10 (1

< 10 II< 10 U

10 1 1

B-20

20.10-30 5l)i 1 7/%

3 0 2 5

um- 10 U

10 11

10 U

- 10 11

10 U< 10 tl

10 H

10 II

< 10 II

- 10 II

(Da0)—iD)W(/)Oo

S/2I/V7 TABLE! XI S P*ge I

NATIONAI PRESTO INDUSTRIES, INC.[EAl CLAIRE, WISCONSIN

TABU: .3

Summary of VOCs Detecled in Soil Samples - 1996

TARGET COMPOUND(units in ug/kg)

SITE:SAMPLE ID:DA IE COLLECTEDAVERAGE DEPTH (ft):

SAMPLE DELIVERY GROUP

Acetone2-nuianone1,1-Dichloroelhane1,1-Dichloroelhene

Methylene chloridelelrijchloroclhcrii-

1.1.2.2-l'clructilimiclhanclolueneffichloroetheneXylcnc (total)

G-l(i-1

y; 2 4/%0 2 51113

< 26 U2ft U26 U

< 26 U

1 J

:t> ii2b liY

< 2ft U< 26 II

2d U

G-2G-2

9/24/y60 2 5KM

< S3 U< 53 U< 53 U< 53 U

16 J21 J

< 53 MY< 53 I)< 53 U< 53 11

NPILISS-ANP1I.1SS A

'>/-)/%025Ni>l

153 J

< 1(1 1)< 10 II< 10 (I

< III U/

< 10 |l/

< 10 HZ

< 10 II< 10 |l/

NPILISS-B

NPILISSB4/4/96

0.25

NPI

8 J2 J

< 10 U< 10 U< 10 II

< 10 U/

< 10 HZ< 10 UZ

< 10 U< 10 U/

0atoW(00o

S/2l/y7TABLE) XLS Ptgc Ibof l6

NATION XL PRESTO I N D t STRIKS

EAU CLAIRE, \\ ISCONSIN

TABLE 4

eder associates

PGC ANAL\ TICAL RESI LTS FOR SOIL VAPOR KXHAI ST SAMPLES

Sample l.f). :

B-8 l-l 5

B-8 6-6 5

B-8 1 0 5 - 1 1

B-8 21-21 5

B-8 2 1 5-22

B-8 3 1-31 5

B-8 41-11 5

B-8 5 1-51 5

Sample Dale:

09/18/96

09/18/96

09/18/96

09/18/96

09/18/96

09/18/96

09/18/96

09/18/96

l.l.l-TCA

ND

4 136

1 496

ND

ND

ND

ND

ND

TCE

0057

046

0 301

0027

ND

0 126

0.234

0231

PCE

0066

0428

0 194

ND

ND

ND

ND

ND

TotaMOCs i

4 3 1 6

10421

4244

0.418

1 358

0 547

! 856

0705

Sample l.D. :

0 - 9 0 5 - 1

B-9 6-6 5

B-9 1 l-l | 5

B-9 20 5-21

B-9 21 5-22

B-9 30. 5-3 1

B-9 4 Ml 5

B-9 5 1-51 5

Sample Date:

f W IS/96

09/18/96

09/18/96

09/18/96

09/ 1 8/96

09/18/96

09/18/96

09/18/96

l.l.l-TCA

ND

6.565

ND

2

ND

1.53

ND

ND

RE

0 112

0 1 14

ND

0048

ND

0.068

0.059

0089

PCE

0 107

0369

0.034

0 148

ND

0 126

ND

ND

Total \(H\

1 5 950 i

8 189

1 903

3.428

1 238

8.673

3.673

3 545

Sample l.D. :

li-H) l-l 5

;;-H> iwi 't f - lu in 5-i 1

B-IM 1 1 Ml

B-10205-2 !

B- 10 30 5-3!

B-I04I 5-42

Sample Date:

U9/|4 ^h

ng'io <J(,

09/19 <J^

i W 1 9 96

09/IQ-96

09/19/96

09/19/96

l.l.l-TCA

ND

ND

N'D

ND

ND

ND

ND

TCE

SD

SD

0 0 1 8

002

0.019

0027

0.026

PCE

<Mi22

ND

ND

N'D

ND

ND

ND

f Total \ (K \ !

II 39S

M5" !

[ 01)3

5 004

! 485

0.898

5.233

NOTESND - Not Detected

Total VOCs «ere estimated in ppmv TCE equivalent.

Tin: di::.-.:!'1" ' • " i i : -- : ""' ;i\^ : • \'C \ :' ,-nh .. .- i

Ml L i ) i K ^ : i [ r L i [ [ i ' t ; - > ,irc n: ppm

OS/111" M HYDRO PROJECTS :'4CK.'S\4<)7-TOT WB: Ofl

NATION \L PRESTO IND1 STRIES

EAt1 CLAIRE. WISCONSIN

TABLE 4

eder associates

PGC ANALYTICAL RESl'LTS FOR SOIL V.VPOR E X I I . V l ST SAMPLES

Sample I.D. :

IM1 1-1 5

B-ll 75-8

B-ll I0.5-II

B-ll 21-21.5

B-ll 30.5-31

B-ll 31 5-32

B-ll 405-41

B-n 44-495

Sample Date:

r 09/19/9609/ 1 9/96

09/19/96

09/19/96

09/19/96

09/19/96

09/19/96

09/19/96

i.u-TCA2.86

ND

ND

ND

ND

ND

ND

ND

TCE

0033

0 038

0 06 1

0 128

0.112

0083

0096

ND

PCE

a 23ND

ND

ND

ND

ND

ND

ND

Total \ f>(,

4350

1 528

3070

2.350

1 688

2.424

1.490

1 447

Sample 1.0. : ! Sample Dale:

B- I2A 1-1 5

B-I2A 5 5-6

B-12A 1 0 5 - 1 1

B-I2A 205-21

B-12A3I-3! 5

B-I2A33-33.5

09/23/96

09/23/96

09/23/96

09/23/96

09/23/96

09/23/96

u.i-rr\ND

ND

ND

ND

ND

ND

ITENDND

ND

ND

ND

ND

PCE

0 076

ND

ND

ND

ND

ND

Total \ Of*

2 7 1 9

0638

0366

0337

0251

0981

Sample I.D. :

B-13 l-l 5

B-1365 - ^

H-13 M- l l 5

H-I - :—-:iIM.— 1 - - 1 5B-13 4iM() 5

B-13 41-41 5

Sample Date:

09/23/96

09/23/96

<>9'23'9h

iig, 2V^

f|9/23.'%

D9/23/96

09/23/96

1.1.1 -TCA

23.63

1053

ND

NDND

4240

ND

rcE0 123

ND

PCE

0258

0044

ND | ND

ND

ND

ND

ND

ND

"018

0015

002!

Total VOC- !

27 565 i

1 3 584 !

1 349

: 457; 089

5630 i

3 020 !

Sample I.D, :

B- 14 05-1

B- 14 6-6 5

B-14 13-13 5

n - i 4 :•- : : ;

I!-U .- • ;-M

Sample Date:

09/19/96

09/19/96

09/19/96

' (0 1<) Of ,

'!'«. 14 ')')

I.LI-TCA

ND

ND

ND

NO

ND

TCE

ND

ND

ND

\n\o

PCE

0 123

0018

ND

ND

ND

Total VOr»

1.042

2.973

2.323

<

1 107

NOTES

N D - N o l Detected

Tulal VOC> wire estimated m ppmv TCG equivalent.

The deieclion l imi t is 1000 ppb tor TCA. 45 ppb tor TCE and 35 pph tor PCE

All concentrations are in ppm.

M 'HYDRO PROJECTS G4001S1'J"7.TOT W9-

NATION \L I'KEMO IND1 MUICS

EAi; CLAIRE. WISCONSIN

TABLE -»

eder associates

PGC A N V L \ TIC VL RESI L TS FOR SOIL V VPOR EXIlAl'ST SAMPLES

Sample I.D. :

B-I5A l-l 5

B - I 5 A 5 5 - 6

B-I5A 1 1 - 1 1 5

B- I5A21-21 5

B-15A jO-305

B-15A 3 0 5 - 3 1

Sample l);ire:

09/23/96

09/23/96

119/23/96

09/23/96

09/23/96

09/23/96

I.I.I-TCV

ND

_> 40-4

ND

ND

2.737

2.407

TCE

0030

ND

ND

ND

ND

ND

PCE

1)080

0 058

ND

ND

0.032

0033

rotai vors2.546

3 680

(1882

1.305

2.955

2.746

Sample I.D. :

B-16 0 5 - 1

B-16 6-6 5

H-16 !n 5- II

B- 16 20 5-2 1

B-I621-2I 5

B- 16 30-30 5 '

B- 1640 5-41

Sample l);ire:

09/24/9'--

1)0/2 4. .'9 A

H9/24/96

1)9/24/96

W/24/96

09/24/96

09/24/96

I.I.I-ITV

ND

ND

in 68

:s i?2 762

4 MO

ND

FCE\D

ND

ND

ND

ND

ND

ND

PCE

ND

ND

0 069

ND

ND

0.029

ND

Total VO(\

0889

> 974

11 518

5 170

5000

5 130

0.838

Sample I.D. :

B-17 l-l 5

B - 1 7 5 5 - 6

B-17 M - l l 5

B-1" 21-21 -

B-r -n--.il 5

Sample Dale:

1)9/24/96

09/24/96

(19/24. 9f,

iiQ'24'Oi,

in) 24. '><•

l.l.I-TCA

3408

2067

"227

! S^R

• 2')i

TCE

ND

ND

ND

ND

NO

PCE

0038

0075

0 027

(H)|7

r i r i 42

Total VOCs

6435

4 0 1 1

I O J 3 7

• 649 ;

——————————— ————

Sample I. D. : 1 Sample l);ite: l.l.l-TCA

B-I8B l-l 5

B - I 8 B 7 5 - 8

B-I8B II- l l 5

B-I8B2I-2I 5

B-lgB 3 0 5 - 3 1

G-l

09/24/96

09/24/96

09/24/96

09/24/96

09/24/96

09/24/96

ND

ND

1 721

3.616

ND

ND

t i-2 ! i^ :i 'i- •-:

TCE

ND

ND

ND

ND

ND

ND

PCE | Total VOCs

0044

0.040

0010

ND

oon0040

1 -1

4602

1.921

5348

9245

4380

0957

I'T.


Total VOCs were estimated in ppmv fCE i r q u i ^ a f t n t

The detection l i m i t is 1000 ppb lor I'CA. 45 ppb for TCE and 35 ppb tor PCE


OS/I 1/97 M 'HYDRO PROJECTS'.OJWS 497-TOT WB2

NATION \1. PRESTO I N D l STRIES


TABLE 4

eder associates

PGC ANALYTICAL RESl LTS FOR SOIL \ APOR E X I I A l ST SAMPLES

Sample I.D. :

B-I9A 1 5-2

B-I9A 5 5-6

B-19A in 5 - 1 1

B- I9A20.5-21

B-I9A 2 1.5-22

B-19A305-3!

Sample Date: l.U-TCA

09/ 1 7/96

09/ 17/96

09/17/96

09/17/96

09/17/96

09/17/96

I 701

ND

ND

ND

ND

ND

TCE

ND

ND

ND

ND

ND

ND

PCE | Toial VOCs

0084

ND

ND

ND

ND

ND

2.944

1.190

0 181

0475

1.803

0266

Sample I.D. :

B-20 2.5-3

B-20 65-7

Sample Date: 1 l.l.l-TCl

09/ 1 7/96

09/17/96

B-20 12-12.5 I 09/17/%

B-20 2 1 - 2 1 5

B-20 30 5-31

09/17/96

09/17/96

ND

ND

2.328ND

ND

TCE PCE | Total VOCs

ND

ND

0.324

0025

ND 0156

NDND

ND

ND

5 199

4 8 2 8

9510

2.122! 638


Total VOCs were estimated in ppmv TCE equivalent.

The detection l imi t is 1000 ppb lor TCA. 45 ppb for TCE and 35 ppb tor PCE


05/21/97 M HYDRO' PROJECTS' OJOO'S',4<>7-TOT WB2

eder associates

IA.

*7 — *

^? -7 ^*,** — A

r- Z "2<« C §5 vJ OQ •£ ^ (j— S -^ cn - J '-^ OJ CD T3fe * < ~"J < ~ «o^ _j So- u Q-J -. «< -: uz 3 0C " >i— o

* I"cî

.

u O— j.

C So-

5 5« ~ 5; o^ °*j "^ 2 ""> O

^ 5i -^ ^ H -,

00 ^

*- u-1

I " | * 3

a.

Oas«" ?

T- ~ 3£

Lj °- "*^ •*• _

. . at m a: S"' ^ • -, -• L ^T

S 5 C < 5

QZ3 ,-O j*^ ob

o =D -=^- —

^ "

_

o

V

V,

^^

CO

—

«<J^

_

o

V

-

2

V

—

c

V

— ,s

"1

5" *^•i

_

—

v

-

o

V

—

*-r

V

o

-s*£"5

aV

-T

m

•

1— 1

1y

^

— "

_

O

V

-

3

V

—

'—

J

.

-

V

;j

=

X

^

_

-

V

-

o

V

—

c:

V

-

u

"•j•j

-Cu

*f-

_

-

J

-

-

'-'

ft

o

V

|y

\j

—

-

V

-

2

V

—

o

V

_^

2

V

uij=u

_22'j

r-i^

_

-

V

-

o

V

—

*— '

v

r^

3"5

—

-

^—

S

ucaJ=it-=^

-,

—

_

-

V

•Je

"j

_

—

v

-

=

V

"

*—

V

(~to

u

~^>

^

• —

_

~

V

-

o

V

—

—

v

•f:

ucu

-C

-•3

"J

-.

^

V

~

s

V

—

'

'"

2

V

^

_u^^X

eder associates

VI

0^

O 'Z 11

Q.X z E= — <"fls 4- —£> 0 |0 & *, "Z £ U -3~^ P -1 , •**

2 u 5 5si £ SS? -1 r"!5" o< * >

E* S22 o^ >.j. i-< (3Z E

y:

"" 3S °*? j! s ~ _i— ae *

— ^ 5? 2

« T ^ — T- 30 *

— "• 3

? — = H8 J, 5 ~1

•" ? ? *?

*

i

i: *^ >«*j 2 *— s— ^~-1 ?" —

g 1 jjj i ia?

^ E

J ——

*

5

aa

OJi!

r-i

^

^

.,

"S•£D.

S-i3

-Oc

5

V

S

V

(_>o

7

-^

r-i

V

O

7

_2

=

^

i:

V

o.

7

_

—"1

V

D

T

V

-3

[-.

-C

-=

>

_

X!

^

OO

V

0^

?-

>.

0

o

euc.

^

'J

1

o

7

f-1

V

oSO

~

fi

V

or

^'j

u

c.n^-£

J

"i

V

ie

_

—

V

T

7

V

-=

~

^

'f

M•

•£•

„

IT,

V

__

^

J

__

—

f-1

V

oTr-1

V

^^

"£.>,^

^

_

7

i~l

V

a

7

_

—r-l

V

O

-T

7

U

>•

_.

7

S

7

O•c

V

_

^~r-i

V

_

T

V

5o=!

_,

V

r-i

7

_

^

/

_

—"i

V

OTr-1

V

u3J*

NATIONAL PRESTO INDUSTRIES, INC. —•EAU CLAIRE, WISCONSIN

TABLE 6

Summary of SVOCs Detected in Soil Samples - 1995

fAKCEltOMI'OUNO(units in n^ Kg)

SITE:SAMJ'I.K ID:hAlttOl.I.tC IKI):AVERAGE DEPTH (H):SAMPI -E DEMVKKY (;KOlJP:

Di-n-bulyl phlhuhikI'hcriiinthrcnc[lll[>l foeil/)! pl l t l l . l l .UC

t 'cntachlnroplKinil2-Mctli)lnaph!liali.-[n.His(2'flli>lliL-\yl) plnli.ilulcl)i-n-tiLl)l pliOuibk'>(i;in;•luoramlicnc

riir>scrii;

It 01U 1 2JIJ8/JO/95

23111 II

14003: Mi u•>2 J840 UY3 SO II,M) J

350 U350 II35(1 (1350 I/

B-OI11 1 25M/JU/VS

25B 1 10

850< 350 II

350 II< 840 UY

ISO II

- 350 II< 350 11< ,1 SO II< 350 U< 350 II

BOIB-l-278/JO/9S

2711 1 Ml

160 J< 150 U

350 II850 1)150 II350 U350 U350 II150 U

- 350 11

BO]B 1 298/3(1/95

2911 1 Ml

560< 350 [J< 350 (I< 850 U

350 II< 350 II

350 II35(1 II350 II

< 350 IS

B-OI11-1-338/3«/ys

33It-1 10

MO J- 340 U< 340 U

810 II•: 34(1 II< 340 I/< 340 U

340 II340 II

< 340 II

I of II

0>a0)-iD)W0)0oD)'i—*CDw

eder associates

CJ

Is* o^ uQ cn

P UJ

fe £ssQ. y-1 -

O

<

D.

oen.£•o

:- Q

Osn(vo£•a

ffl =c

j ae

AK

Gtl

CO

(uni

ts in

iif

eder associates

inON

O '•7 in

~ "5.^ i5 w «

§! !Q t/5 ^ .C

S -- 3 SLL •*" " W*T ^ < —UJ < f- QCtL _j wi

5^ o^ < ^

o - 'sr— ?->< 15z 5

x

r- *" "*

3 2 5 ^ *r»

r* M !? "^

" S » fiQ

o J^ § *« TJQ i "^ *** ™

a <^> -r

S 2 i * i

I/) o ^" *r* — g\ 2

ffl a 2 a

5

I- P w a. is s i

w 1 f S Sb | < > |

az• -e? =•*S 3

3 .s— £U 'B

a ""

ofl

V

fN

3_

„

o

t^"n•sa.

3.OC

"5

-r

V

-r

V

o"*,

•/

sr-i

5

V

C

Sc'j

o-T

V

O-T

V

o"1

V

O

V

orn

V

•j

-s-5CL

^11=-J

3

O<•*!OC

V

-T00

V

^

oso

V

Oso

V

>

oao

V

—§uc.

L>

cu

a-r

V

-Trn

V

cr-.

J

O

V

o

V

-;u"5.r:

||2-M

ethy

lnap

l

o~f

i

oT<— i

V

„

s

V

o"i

'/

1J

•4~£:y*

-J

f-l

O-T

V

-T

V

O•r-t-n

-J

r~rn

O

V

—•J5-5"a.

c

-Tr-i

V

'•-I(N

C

i—l

V

o

V

o

V

cu

O-rm

^

o

V

o1*1

V

o

V

o

V

|[( lu

oran

ihen

e

-T

V

O•T

V

CJr-1

V

~

V

om

V

|(_'h

ryse

nc

eder associates

£Z l/Jo

o.M T- ELiJ j - z*

si %D 8 w

Q en 0 .52 > ^ T3"~ ^ "j *"g uj" a au < *"" Qa. H o-J -, O**• < 5)0 - <Sf- £•< «32 E

y5

~

3 T S « ?2 -? ? - T

^5 «

M ea i SB

- - £ •*•2 T ^ _ •?B > f^ '

*

a\ *"' "*® ^ - ss 2• « i

s ? § „ 3CO ao BB

(L

Ooc

— F —

_] - -C ^.. a. jj a a.

" i < ^ fen x a < vi

az

— 'u

3 -5u 5as "^

?

—

D

V

0an

JS

Q.

a^c

C

cc

V

V

Or*i

V

V

T

V

uêcx:c.

so

V

m

V

f*l

V

V

S

V

^--

c.">.cV

>>-

?/

3O

V

^3O

V

V

noc

V

—c

c.

^~-J

Xl

t

V

ot*\

i

V

-Tr-1

V

,"v(3

Q.a" ;

-',

oorn

V

o-,

V

1-1-T

V

i— i

V

u

-=' —

J=

u

~-

K

^

V

1,

p-

^s

Je.£~

i-

3C

——

—— •

-r

.j

-J^

ao

V

o^

V

o(•*!

7

V

Tl-l

V

=

-£

Sdrr

oor-i

V

V

Or l

V

T

V

V

uCu

fro

NATIONAL PRESTO INDUSTRIES, INC.HAU CLAIRE, WISCONSIN

TAIJLl. 6

Summitry of SVOCs Detected in Soil Samples - 1995

IAK(,KI < OMHH.Nl)

(units in UK'^K,)

SITE:SAMPLE ID:DATE COLLECTED:AVERAGE DEPTH (ft):SAMPLE DEI.IVEKY OKOIH':

Di-n-buiyl phlhal.it>1 'he nan ill re DCHulyl hcii/yl phlli.ii.it.

I'enliiL-lilimiphenul2-Mclliylri,iphlh;ik'iiiHis(2-uihylhcxyl) |iliih,ilateDi-n-oclyl philiiiLt,['>rencI'luoranihcncriirysene

B-03B-3-17

8/31/9517

B-4-34

< 340 U3-10 U3-10 I)

< 820 11340 U34(1 li

- 340 U3-10 If3-10 II340 U

B-03B-3-19

8/JI/!>519

IM 34

39 J

< 340 II< 340 11

810 1 1•; IK) U< 34(1 (1< 340 II

3-10 11< 340 II*. 340 11

B-04B-4-S

8/31/955

B-l-0

130 J100 J340 U3sno [-;3-10 U

110 II

< 340 U200 J340 U

no j

B-04B-4-5DL8/31/95

5B I O

< 680 U140 Jn

< 68(1 1 121)1)0 1)

-'- <i8U U

< 681) II< 680 UZ< 680 U< 680 U

< 680 ti

B-04B 4-108/31/95

10II 1 0

57 JIIH-i JII

340 111400 II

270 JII340 II

< 340 II

9I J42 J

< 340 U

CDaCD—ift)wwoo

eder associates

u

3Q

2feu

<->•LU_]23<H

n.

UO

M ? «

« 4 ^ <£ J.I" 2 3 •*

n .L i?

a. ±

eder associates

l/lo\

OZ Wl

^ -, euj z g5 or; «

|§ 1Q ^ vo •=Z > -.< T3- * j So tif CD aa| s aOS _j w»

i^ 8Z £ OTri ^ <-CJ o

t fr< «Z E

;/5

-

2 •*! ^ —— *7

< -f ^ m 4ffl a i a

.,

S * ^ M ***

« 4 5 rt Ja w

« i § s s

» "" ~.s 3 S = -ffl a i «

50 "> _

» jj — W —<o ^ 3 *** a

iiOX

" ** •*

^ ?• —

^J ^ o u

.. a. u a! c-

5 ^ a < 5

az

^_ «<d 'c

3"

<~i

V

X

oo

o

oWl

-Jrt

t

3

e:O

rr,

•y

~

X•c

V

r-l

r

V

o

'-'

uc

cc

f-1

—

s

V

_,

"1

"

T

V

g

V

•J_:.

c.

VJ

3

so

•1

—

-V

_

30

V

T

^c:y"S.3

1C•J

r*\

ST

90

V

O

/

-T

J

oVi

V

^JJ

(O£^Q.!3C

.S

1)

S"1

f*l

V

~

OO•o

V

-T

V

oU1

V

uCOT3

-=

X

ufN

5

"

~

-o

V

^

-T

V

o1«

V

•_»-^5.Hc.

•J

e

r—i

—

oc

V

V

T

V

OIJ-1

V

cu

"1

V

—

OO•o

V

V

-T

V

O

V

£

s

3

m

=r

S

V

^

-r

•/

0

v

c

£

eder associates

v>

0^

O~Z- ia

"~. "o.ss |£i ig^ <, iZ :> 'T< "O- ? i «O - z: u^ LU 3J m

s| £ 2o£ _j uia. U ^-1 3 °z< %0* -5^ t< ra

c£

'

e T ;- so TM "?- ! " " T

-2 w 3

.-» >« 0in _ 5 —

M T' «! ~" T

"> 'T * *<? wi — r- —

30

1/1 »"5 ™ ^ —

ca a 3 j!30 —

sO "1 —^ i-l W ?? -4 — 5 —

M i »

se

, , O ' • ~

g 1 is i iCft W 2 < ^5

Z

^ So ;y •=(A

id '£^ 32«e

r~

c~™

o

—

or-i

O1*1

3

CL

1

e5

___•r,

V

O-T(—)

V

3

-T

V

of-1

V

~

T

V

uc\1

J=cncu.cc_

o

V

—-Trr\

V

-T

V

0

i-l

J

—

-T1*1

V

•J

C.

c'J

^s

sOoo

V

Grioo

V

>.

O

3O

V

Ooo

V

— -

»N00

V

£uj=Q.

s."tjnjc^j

sv/

~T

V

OT

V

—"-,

V

—

-r

=

"E.c

"j

',

s7

O-T

V

-r

V

Om

V

—

T

V

U

1

•J

-J^

1-

-V

c-r

V

T

—m

V

— -

T

V

J

"H.•

c"

s

—-r

-^

'.'

—

-Trn

•J

-J

-

u-.

,

—T

V

T

7

-

r-.

/

_

-r

u

-i|r"

sV

OTrn

V

OTrn

V

—-1

V

—

oT

V

c•J

^

eder associates

Q.E

oCO

UQ01

UO

Q tr>Ml O ?>9 -V -

oe fiI in _ ^

X£ c

Ij S râ. £

2 = *SU >^ w UJ

sj •=

i*J 'Sy 5-=e*c

NAT1ONAI PRESTO INDUSTRIES, INC.EAI CLAIRE, WISCONSIN

TABLE 6


IARGEI (OMI'OI'M)(units in u^'kg)

SITE:SAMPLE ID:!>A IK< Ol 1 H IH>;

AVERAGE DEPTH (fl):SAMPLE DELIVERY GROUP:

Di-n-butyl ph thai a icI'hcnanlhreni:Hulyl hcn/yl phlliAik1

I'ciiudilorophemil2-Mcttiylnaphlhak-iK1

Hib(2-cltiylhcxyli jihili.ilate)i-n-(Kiyl philml.iu'yrene:lut»ranlhene

t'hryst'ne

B-07B 7 5

HA1I/955

B-l-0

2200< 350 U< 351) U< 840 UY< 350 U

(.3 J

•-: 3 SO t)< 350 U< 350 U< 350 I)

B-07

117 10

8/JI/'>510

B-l-0

2300< 3-10 U< 3-10 I)< 820 UY< 340 U< 340 U

340 I)< 310 II< 340 U< 340 U

B-07n 7 ion8/31/M

10B-l-0

1900< 3.10 I)-: .140 II

< 820 UY< 34(1 (1< 340 II< 340 II< 340 U< 340 tl< 340 II

B-07B-7-148/Ji/ys

UB-l-0

2300< 34(1 U

< 3-10 U< 820 UY< 34U U

< 3-10 II< 341) (I< 3-10 II< 340 U< 340 U

B-07B-7-15S/JI/'JS

ISB-l 0

1200< 340 II

340 U< 820 UY< 340 U< 340 II

28 J< 340 II< 340 U< 340 U

CDaCD-i0)(/)woo


TABL1-6


1 MUitl COMPOUND(units in ug/kg)

SITE:SAMPI.tll>:l><Ut<OI 1 tl IHl;WKKAGt; OKI' III (ft):SXMI'I K I)H IVFKV GROUP:

Di-n-hiuyl phihalalePlicn.iiiilireneUnh 1 k-iizyl phihalalelYnl.KlilurophcnoI2-ML-ili\lnaphthalencHis(.' Llliylhcxyl) phthalaiel>i-n-u,i>| phthalaieI>)U'IK'

[•'lui'i.miheneC'hrv M.-NC

G-l(i-l

9/24/960 2 5Hit

< 26 U< 20 U< 26 (J< 26 II

7 J

< 26 U< 26 UY

26 11< 26 D< 26 I!

G-2(i-2

9/24/960.25BI3

< 53 U< 53 U

53 USi II16 J21 J

< 53 UY53 II

< 53 U< 53 11

NPIL1SS-ANPN.ISSA

9/4/960.25NPI

153 J

< 10 U< 10 II

< 10 U< 10 UZ

< to nz10 li/

<: 10 U< 10 U/

NPILISS-BNPII.ISSB

'J/4/960.25NPI

S J2 J

< 10 U10 U

< 10 I)< 10 UZ< 10 (17

ID 1 1/< 10 U< 10 112

CDaCD-i0)w0)oo

5/21/97 TABLEO JU.S i2of j : CD

eder associates

u

E- 2en O

en £LU <

2 d-j -,2OH

tu

LU_1m

CLE

oen^c•o

UOenv-o>ii_«£E

- g ^ -*T "• ^ '— * "**

M ;; M tsae =" go

» ^ | V.S £ 1 S S

so ^

GO *•" ^ u-0 «/-. S £ °°cfl oe' ~ ® a

OV

A' — ••"

w a- —

Lb X w -JM 1— •* _it, j " a.

r- 5 > > JK (/; — «f c/;

C

0 «

^ îS 3y c,^ .'_

•i- C

se "~

o

V

r-l

V

rn

V

$

CLJ

llcnz

o(a)

p>

=

^

V

-

1

^G

^

\j

0

^

V

=

_,

3OQO

U

I'licn

anllir

ci

0

f*l

V

0

O

V

-r

c

m

V

-

oo-o

V

ofS

a~c.—

Xu

•£I-J

C;

/

"i

V

a

j

Oo>om

V

—^

cIS

O

or-,

V

fN

CU

O

V

"-.

V

-

V

g

-J

•J

[Jcn

7o(g

hi)p

o

J

^

V

_

o

V

o

•i•Jllf.lC.

'"

|lnde

no(1

.2.

c

•

c:

^

V

5

V

o

ci_*

to

l»en

zo(b

)llu

c

v

om

V

-

V

£

[•luo

ranl

hcn

0

'

m

V

_

o

_

Oo

V

5

|l)en

/o(k

lllLj

o

^

or-l

V

^

2

V

o•ooo

ucu

.c

eder associates

« O

o ufe 55CL-J<

OP

r-LU_JCQ

CL

re

oCO_c•a

o£>raEE

CO

T | «^ S ".S S 5

- <

eder associates

*~„

toUJfyl

HcoDQ2OCOEU

O.-J

2OH

2C/!l2OU^3 «-^ LU

Lif CO

< ^~_Ju

UJ

_o>Q.Eacn—o

V)

.£T3

iQirt

Oooo^

.. . -^ a;£ S - ^ S— <? < •* <y; y: £ < cr

eder associates

o-o-

UJ5f-

DazoGOLIJa:a.-j

Of-

z53ZOU£ r-^ U, _JUJ 03£ <_jU

LU

con'oW5C

-ouwuQmUoeno>>

pcT:

If, \O

m — «• — "™

S 5= "• 3

0s T ^ JC: ^c w. S; ^ i/-.

a- " ac

O ^ « ^** irf\

o^ oo

aJ

«

| 1 iw 77 —

.-; E u; =e i

TA

RK

KT

C'O

MP

OIW

D

(uni

ts in

ug/

kg)

_

-

v

V

=

o

V

uC

£

NCU

——

~

C

V

=

o

V

C

_

-

V

-

c

V

I'lic

nant

hren

c

_

_

_

£

-

-

ri

-

,y

-

V

.

—

-

O

V

-

c

V

F

_

-

V

-

V

{

—

-

o

V

-

o

V

•o

—

_

o

V

-

o

V

'J

cIS

N

_

-

-

V

|l Im

iranl

hene

_

_

V

-

V

|l)cn

/.u(k

)Huu

rant

hi-ii

c

_

-

o

V

o

V

-

o

V

uCu

eder associates

uz

UJ5r-3QZOonLUoia.j<ZO

ZenZOo:£UJ£.<£_JuDUJ

r-UJJCO<t—

f-

a.Eraen'5en

<u4>G(/)UO>en

< Ja ft.

eder associates

u2enujOSHtnZ)QZ

OtnLLJOSeu_j<z:O

<z

zwZOuE£ r-^ UJ, JUJ CDo: << H_joD<UJ

Q.Ere

C/5—oen.£T3Wtj«uQtnUO>en<*.otMcE3

M -

— as

PO /kg

eder associates

LU Z

a.E

HCflDQZ

Oc/:LUo£CU

_J

zoH

Zou£ r-^ UJ

uf m

< Hi

o

UJ

—o

ITi_cT3<UO<UOJQmuo

o>,

E£3

C/)

• • a. * as

7 £ a <

a- =*

eder associates

0

"2. ^CL

rjj y^ jj^

^ C/} t/)

C/} O 9

Q « r. .SS £ Uj "Sg w m gon £ ^ «LU < H Q

ft- U O

i = >g < £0 ^ <St -<. (3

P=1

C/5

_ Ô2 u1' 5 ?-' "wn * 7\ — *"

—

«: «

T ,A ^ r' —Q f?i '^ ^C

- 0>

= :; I ., .fi= -1 C? - -

w,***

M if: ? ri p^

03 < * " -^

2ii ^

i.' —— •"

U. U _

t ^ *^ ^

^ ^ < > <

a'£.

O M^ ^^ £f>• e_ ir ™ 3^ ~

—*^*10

V

i

v

G

V

cyB.

—

N

fT

—T

3

SO

10

V

5C

O"-,

V

•J

•=Sra

i

"

— .3C*

V

oe

Or-.

V

=

s•

—

*

•J

X.

~

J

_

•;

~r

o^C

3C

O

V

ra

"c.^^^~X

JC.

^J

ci^

—•c

—'• 1

iC

~

V

2a

c--^~

=

_

o5CsC

V

i

or*,

V

• i

t:

»*i

—oe-o

V

sc

0

i—.

V

V—

—C1

c.•—=u

—

—3CJ=

V

X

._,

O

V

c.

!J

r^

"~ix

•a

•o

V

3C

o

V

"J—

tc

eIN

_

OCÔ

V

-c

O

V

^

"-,T

00-0

V

S

^

V

•J^

a

3<=

^£

e12

•o

V

sc

O

V

5cLJ

eder associates

uz„

(SiLUOSHCflDQZ

OC/DUJC£o__]<ZOH

Z53ZOu22 i-* ûj mcc << KjuD<UJ

11/1uQ.

totrt—Otoe

T3w(J2>«QMOO>ont*.o^

IT, -JS

T ' ? M —ea ^ r - sa— 9-

-r iS _2 »A. 1 P ^5 « 3 o <

1*) ffl —

"> *r. C ' «_; -i _; *f

so ^ C^ S «-*r^ o« —

w."* <•* s: JC «= « a o <

1*) ». —

ko=e

2 = 2C I ii*i •*• ——

= 2 ^ aUi X — u

^ = w * S:H S b ^ S

«5 y; a < ai

OZ

C ME ^™ M

P =•W '"•

U SQC<

ooc^D

13

O

V

->_oe<—i

V

-

Or-i

V

u[Z

ex

"cc'-J

^

5

-

_sc

-

=r^J

\

'J

J

1I

^

9G•O

o

V

-

_iC

_

O

V

co

'~j

^

oo*o

-

_

C

T

-

•£>

Co

;

ac

V

-

3C

O

u

_^r-

if.

=

r-lrr.

-^

ac^c

V

-

ac

O

V

'-j• -

Jl-CC-

•-J9n

^£^c

o

V

-

oc1—1

c

V

•Ju

—

3C-c

V

-

=c

-1~-,

V

•J—

•u£.

=1):**V

ôacO

O

V

_J

so

o

V

u

-3

(N

lndc

no(

o=5• j

— '

o

V

^J

3Ci*l

V

or»>

V

y'J

_^

g2

lknzo

(b

S>

— '

o

V

-J

oci-i

V

O

V

cu-C

rluor

ant

•^Soô

o

V

-

oor-1

V

O

V

•J

•J—Cao

.cci>

^*3C^c

V

-

oo

0

I— 1

V

c5J^/l

C'•~t

eder associates

u

2Q

P w"fe 2£uj <an jo. 0

CD<

a.E

oc/n

UO

obcoEE3

a % = «•: «— »

u p•; *• •*•I*" U ~— ^! *^c/; y: —

eder associates

uzS 2

_0*n.E

ên^QZ

OenUJoiQ--J<ZO{-

zou^ LU

-JUJ COct << HL ]

u~.UJ

—'ot/Jc-ou

QVIuo>

o>,

£=1

C/}

eder associates

vOO-cr

,CflUJ

5HIDQZ

Of-tS)UJQâ.

ZOt-

ZtoZOU5£ p-^ UJ

LU' 03OS <

< H1

UD

UJ

a.03

LO

'5e•autjufljQmUOGO

O

l_^

C/)

Sfl -t

c» ~. ™

) u

eder associates

^D

uZ !/J

W 2 |

c/l O OD U w

Q en ^ =Z ;> nj "O~ ^ _J 3g Ul CD «

u] < f- Q

J D O

2m ^2 °t? *<- ra2 E

cen

r- "|> o« J^

r-

f"« >O _^ .>, e: JC- N» • * > - : * <f^ O\ ^^

x - M » 5E -

T 2 *f ^ •"

^15

— w

-- jj « H

_; ^ *• _i.. i. Lii a: a.

7 J c ? x

QZ

? ^•*• ™

^ ^

P =

rr •=-. 35 "~H

-

iI ""P

"'

V

=

o

V

C.

•2,S

-

ol/"l

V

—

^

1-1

V

-J

ii=

_

o*/^

"'v

o

o

V

g

~=s:

n

-r

o</~p

"'

V

^

o

V

_C

-C

-

oU-h

"'V

o

^

un(3

"E.--s.

r-i

.c

-

oVh

V

—

^"«

C.

^C

-

-

^,

V

-

o

V

-JV-

-

^V",

'"

V

—

v

-f*l

V

y^j

yc.

tu

2.=

-

•"V,1 1

V

="

s*

0

V

u

—

r-i

-^rcuC

-

1*1

V

o

'

o

V

CO

c;.c

C

E

-

ot/"h

"'v

—

o

V

j:

T

-

"~i"T"i

'"

V

0

V1

o

V

s~no3

<=

f-iC™

_

V

o

o",

V

Cut

0

eder associates

QJ Z

S 8Q v:

s â- ri

H<Z

UJ_]CD<

Q.E

UO

If."• ~ <8 -*** "i £ ?•^ » ••* ***

!> *

fl

« S $ V. „oo • ^- r*4 ™T 2 2 — 5. | 3. -

| g | jq 268 — *

1 3 1 £ 2— r» o ea__ OV

O

^ 5 H- ^ ^x y; C *r -j-

azO Q*o- ^S Sfo :w '^^ 'E

2 ~H

oe

_

o

"

V

_

o

•°V

•J

c£a>

_=.

—

O

""'

v

_

—

•

V

-=•

1

_=_

—oooSO

„

oCl

V

o^

V

uC

•£

Cu

_=_

—•*-

of-1

V

_

o

-0

V

g_•=_

—^

_ ^

J

•o

V

(3

"=~

X-J

-C

••r.f.

—

oc

Orr,

V

_

V

O

•°

V

3«

c.

£•

I

_=_

—^

Orr,

V

_

O

«

V

uc

_=_

—— •

-c

~f!

V

_

o•o

V

C

"5j=

_=.

ac

Om

V

— h

V

o•c

V

u-j

£•pr-i

—

-a_=.

—^

om

V

_ ,

*

V

=!

^CraC=3

Ji

|

-=.

——

Orn

V

_

—•C

V

g•=:

3— =-

—•^ •OC^

„

o^

V

_

oo*

V

V

Cra

3-^sc

_=-

o

5O«

__

O

"1

V

22

a-

o•a

V

uu

t

J-L

eder associates

uO.E

LoDQ2Oh-co

D-

zo

/-,y£ i-^ UJ

- ^Jr, ~iDL .

<-JU^3<PJ

OCOc

-oa>ouSQinUoCOt—o

n w, —

< —OS _l_ee <

u-. <

eder associates

asE/J O

Q &Z g

O uito ££tu <•^ J°- u

zop

tu

UJ

mh-

o.EMon"oc

-o

D01

O

Q.

C

ii CJ

eder associates

zQj

cn O^) UQ en r-

LU_jCQ<

2O

a-o-

a.E

QinUo

— ffl5 iJ5 a? —o r ^ o a.tc **• Q*

- 2

e •£ -aS •'- «• T"c — ^ o ^tt — OS

"" Z

EL•xfo

S f 1w 0" is

;*; y *j uj•• a. u ai n

O Mfi_ ^

S 'Ow •-

u '5X. ""

H

1

oo-o

V

1o

5

V

c

c.ra"o"N

u*^

=

£o•c

V

5

=

^

ucuZl

1-2-1

_^-

=2*Do

2-<;

c

Ec

_i-

s

ooô•c

V

*

o

S

'•

—SJ

_=^

-

£sO

S

o

-5

usira-^yQ.

if.U

•E

ÎE

-oo.D

V

So-csC

*i5ra•£a.

TJo^

.- .

=

§^

^

s

-^

-J^

"*

-o^

^

,2-^

=

C1

£.

f-J

_^

s

S*c^J

V

^

o•o

V

ucu

£u

(N

"5"u-a

_^_

-

oô•c

V

2e

sO

v

ucufcM

j22

NC

_=_

-osD•0

ztzS

cu•*=cao

_i=.

^

OS•c

V

So

1

V

unQinmucu!——o£>n

J5

oa

oeo

oa

„oBQ

OCQ

UH35

«fH

ea

M

a

r*•

ea

Ss

ea

o

ea

=iuja.-<;

m^5JO

mioe

tr>ô5i

<f.w>s5oo

MI555ao

£liJ

wU

5wA

^

az

«oHuOoc•<H

•f^

(H

t^

~

S

1U

Lh

j"

S£^*r^

"si_i

^1

B

£"ca^^

sa

o

»

o

a

3

ea

s

a

™

5>•a:i*

Hi2U

stz*-yl

I/".l-n

V

1 ".r"-b

V

=>

COt~~1— .

V

-

C

f*l

V

3

aoTft

V

r</•>fNTOoo<

eder associates

toS —5 Crtf- 2co O5 ^Q CO

u

oCO

uajQVIffl

•'.3CL<*_O

CB J,

i- >£•5 ^ S« H 5

— ""' f~ • i ir,ffi T ^ «

oaa *>

w 3-Jj U

t * M*J>

£ <c < < >« •*• » -*•


TABLE 8

Summary of PCBs Detected in Soil Samples - 1995

TARGET COMPOUND(units in iiE'kn)

SITE:SAMPLE ID:DATE COLLECTED:AVERAGE DEPTH (ft):SAMPLE DELIVERY GROUP:

Aroclor-1254

B-OIH I 3 1

8/31/9531

B-4-34

< 35 U

B-02

B-2-0

8/30/950

It 1 III

< 3400 II

B-02

B-2-5

8/30/955

11 1 10

< 37 U

B-02B-2-10

8/30/V510

B 1 10

< 3600 1 1

B-02

B - 2 - I O D

8/30/9510

II 1 Ml

3500 U

S/2I«T TABLEIX1.S

CDQ.CD-^0)(!)COOo0)'r^

CDw

eder associates

zco' a.

E

P uff"" <¥*CO ±

cauQ-

m -

5? M

9 —ca „

W 9 w Ui^ « -r _:a- ^j ae a.

U -(- S

eder associates

en O2 <->Q

juO.E

eni: oo

-J23

LU

0. u

« =

§2f-<Z:

caua.

as •? =; ** T* « a

9 S

eder associates

S5£ £c/s O2 UQ on2 £

U

Jsio.p

oC/3

lij_]a

uD

ZOC<Z

muQ-

« 2: sJ •? 5a s

P -j

— at^ -£

2 ^

5 -s

NATIONAL PRESTO INDUSTRIES, INCEAl CLAIRE, WISCONSIN

TABLE 8


TARGET COMPOUND(units in uj;/kg)

Aroclor-1254

SITE:SAMPLE ID:

DATE COLLECTED:AVERAGE DEP III (ft):SAMPLE DEI.IVI RY GROUP:

B-04

B4 15

8/31/9515

B-l-0

< 34 U

B-04B-4-208/31/(>S

21)

B I O

< 3-4 II

B-04It 4 25

8/JI/9525

B I O

< 35 U

B-04B4 25D

8/JI/9S25

B 1-0

< 35 U

B-04B-4-288/31/95

28B-l-0

35 U

0)aCD—\Q)COCO0ncur-*

CDW


TABU: 8


TARGET COMPOUND(units in ug/lte)

SITE:SAMPLE ID:

DATE COLLECTED:

AVERAGE DEFMI (ft):SAMPLE DEI I V K R Y GROUP:

Aroclor-1254

B-04

B-4-308/31/95

30B I O

< 35 U

B-04B-4-32

8/31/9532

B 1-0

< 34 II

B-04B4 348/3I/9S

3411-4-34

< 3500 U

B-04B-4-368/31/95

36B I D

< 34 U

B-05B-5-2

8/31/952

B 1 10< 34 11

CDaCD

J/JI /97 TABLEIXLS I of II


TABLE 8


TARGET COMPOUND(units in i i£/l>K)

SITE:SAMPLE ID:DATE COLLECTED:AVERAGE DEPTH (R):SAMPLE DEI . I V E R V (.ItOU1:

Aroclor-1254

B-05

B-5-2RE

8/31/95

2

H I 1 0

< 34 U

B-OS

B-57

8/J1/957

1) 1 0

< 34 V

B-05B-5-7

8/31/957

B 1-0

< 3300 U

B-05B-5-128/31/95

12H I H I

< 34 U

B-05

B-5-168/31/95

16

B 1 10

< 36 U

CDaCD—\

0)(/>w0n

CD

eder associates

on O5 VQ e«

LJJ

LU <

*d* =>§2t-

O.Ef3

_c•o

<uQenfflt :a.<-_ot

a IT.o S-.

* S

EL

ISv; v.

NATIONAL PRESTO INDUSTRIES, INCEAU CLAIRE, WISCONSIN

TABLE 8


TARGET COMPOUND

(uni t s in uji/^K)

SITE:SAMPLE II):

DATE COLLECTED:

AVERAGE DEPTH (ft):SAMPLE DELIVERY GROUP:

Aroclor-1254

B-07

B-7-58/31/95

5U 1 If

332 J

B-07B-7-10

8/31/9510

B-l-0

< 34 U

B-07B-7-10L

8/31/95

10B-l-0

< 34 U

B-07

B-7-148/31/95

14B-l-0

< 34 U

B-07B-7-15

8/31/95

15B I O

< 34 U

CDaa>-i0)COenOo

S/21/97 TABLE! XLS 11 of 11


TABLE 9


TARGET COMPOUND

(units in ug/kg)

SITE:

SAMPLE ID:

DATE COLLECTED:

A V E R A G E DEPTH (ft):

SAMPLE DELIVERY GROUP:

Aroclor-1242

Aroclor- 125-1

R-08

8.5 1

9/19/96

0.75

B8

3600 U

< 3600 U

B O H

86.5-7

9/19/96

6.75

B8

< 1700 11

< 1700 U

11-08

811 12

9/19/96

11.5

BS

< 35 U

35 U

B-09

91 -1.5

9/19/96

1.25

B8

< 3300 U

< 3300 (J

B-09

95.5-6

9/19/96

5.75

B8

< 3300 (1

3300 [1

VI1/97 TABLES XLS Ptgc 1 of 12

CDQ.CD—T

0>WwOOD)'i-*CDCO

eder associates

a.E

Qi. W

in O^ UQ (/)

ffl<UJOSa.j<O

U

UJ

ffiU

"}e ~ s? f>— T i *- »« 2 ? 2 ffi

o S ""

•O <«

* s ^ s aa £ - vi =

— o«

v> so0 - 5 «« »T • s *N a« s ^ - =— ^

uOf -a

OS M 3V <fi <

9 T S "1 *ca "i - - 5o 5; - =

Sv

M ve» T » »« •<0 V) 5; <*i wvsa ° - Z 5

flv °*

i!Ca:

~ C

a isc t >s d 2 8u p U uJ ° 5 -a. ui ae ft.

t " 5 > ^« « — < !/)

azC ati. jS «

S -=H .=U E« Sas<

i—i

•j

=

orn

V

-fr^

V

=

i

V

5<o

r-4r~4

O

<

l/"j

r*i

•J

=oor-l

V

-Tf*i

V

=

O^-o

V

5

V

•rrs

•_>O<

eder associates

LU

U

<J

ist-

LJ

>oo-o*

I/IuQ.cTOto'oCO_c

IBs

Det

ecte

d

^â.i»ofr?3

5:/:

v.< r» S tr, M«- t • < ; » • « < f- M 3 - "«ffl 5 - ~ 5

Wl

5 T € S -T Z 2 - a• ^ i -

- "i *3 ^ e: ^ *»- 5 * 1 -— "^ T * aK ^ s

•r : ^5 ~ s; "•• f2 — s M —2 < ? - *• 2 S

u

= ! 1 a SET — »• ^60 - S = "~4 ^

^X

— ao 5 iS = *C =- za — _;

s 3 - g3 8 5 3

.- a. a ae a-£ 2 •- ^ Z± ^ < - <or y; — Q :/>

CO<t-

O

<Z

COuQ-<*.O

t«c

If:

~ - 1 a •*•" E I - »

5 * -*•as » - " 5

~ * € « <•7 ae £ - *"** ™ i 3

1 s « <ffl I | - 3

— -; 5; 1/5 <

•* = 1 - s

£

a — j

6 | >* " a 2S 5 S 23 S S? 3

w 1 :- a |

az

oe ~H

=

-

V

=:

S

V

=

r-1

V

=

o

V

=oo

V

Tr-j

5CJ£

_

S

1

-

^

/

-

£

/

-

1

V

=

'

-rrJ

B•j3


TABLE 9


TARGET COMPOUND

(units in iiji k j - 1

SITE:

SAMPLE ID:

DATE COLLECTED:

AVERAGE DEPTH (fl):

SAM I'LL UEMVEHV GROUP:

Aroclor-1242

Amdt . f -1254

B-12A

12AJ0.5-32.5

9/23/96

JUS

BI2A21

14 UN

3-1 nil

B-I3

131 1.5

9/24/96

1.25

BIJ

< 3-10(1 I)

3-100 1 1

B-13

136 6.5

9/24/96

6.25

BIJ

641) U

d'W U

B-13

1 3 1 0 5 I I

9/24/96

10.75

BIJ

< 3-1 II

< 34 11

B 14

1 4 1 - 1 . 5

9/19/96

1.25

BI4

< 34(10 I)

34UO U

(DaCD"iD)COWoo

S/2J/97TABI.E9XLS



TARGET COMI'OUND

(units in u^ 1,^)

SITE:

SV MI'1 KID:

DATE COLLECTED:

AVtRACE DKI'llllfll

SAMPLE DU.IVKKl (;KOHP:

Aroclor-1242

Arudi>r-125-l

B 14

145.56

9/19/96

5.75

IH 4

< 350 U

.150 U

B-I4

I 4 I J 5 M

9/19/96

IJ.75

UN

< 35 U

< 35 U

B-15A

1SAI 1.5

9/19/96

1.25

HI4

< 340(1 U

3-11)0 (1

B-I5A

1546-6.5

9/19/96

6.25

BI4

< 3500 ' U

•; 3500 II

B-15A

I5.UU.5-M

9/19/96

Ml. 75

HI -I

< 35 U

35 H

0)aCD-i[D

oo

S/2I/97TABLE9XLS P*«6oM2CD


TABLE 9


TARGET COMPOUND

(units in u^/kg)

SITE:

SAMPLE II):

DATE COLLECTED:

AVERAGE DEPTH (ft):

SAMPLE DELIVERY CROUP:

Aroclor-1242

Aroclur-1254

B-16

161-1.5

9/24/96

1.25

B16

3600 11

36(10 U

B-16

167.5-8.5

9/24/96

8

BI6

< 1700 U

< 1700 11

11 16

1611 11.5

9/24/96

11.25

UK,

< is u

14 J

B 17

17.5 1

9/24/96

0.75

BIJ

< 36 U

36 U

11-17

176-fa.S

9/24/96

6.25

BI3

< 34 U

3-1 11

0)a(D

)/2IW7TAHLt9XLS

eder associates

u

^ </>

« O3 <->Q w

CL«

C/3

'5COc

COuD."*-O

&

sa

M»

a

aae

>

ae

a

r-

3:

?si

rt~w.

aae

tf>aeso30

a30

l/iO

awe!3•»•yi

1r^

s

•0

rst

5;

MS

O

?

^

•«

^

*

Qu

BuOsJ'•fi

a

Qz

=

H

(J±^

H

™

JQ~

(Nae

a

(--o

21

Q-Ua

iu>•*a-c

.s'e3

<•a

•ra

-ta

a

2a

st

X

>'

a

ZZ<•A

o—

-V

—

-T

V

3

_^?1*1

V

=

oo-Tr-i

V

-

-r

TTfN~T_ooO

-

^

-

/

-

T

V

^

_

-r"i

=

3T

V

~

-r

-rr^T5•j

1

eder associates

uz

01 OD UO c/3

Q.£fl

C/l

'5C/l

i ca

CQU0.

f-<z

*C — * ") f.

M — 5; ™ ^*f

^ — "° i« ^2 _L J5 "1 »M ^ ^ - a

-< * *j, -o ^ -a wffl «- S ~

j- "^ *** * * s Sa J ^ •* 5

u•* "^ *° ^— irt *^ — 2as s ^ SB

a.

a — ^S E >W -J _

lip.; Ik U ± 2.•^ 5 r- U 5

yfl !^ Q *T ^

az

8 -2H .5U a

H

-

m

V

=

r-l

V

=

s

V

=

^

V

T

S

£

V

(N

rs

o

=

—

-

r-.

/

-

^

=

—•

.

=

S

-

-T

fN

~-J

eder associates

<Jz" -yLI: z5 =5H Zen C2 oQ M ovEs 3P QJ 0]fe £ -<

S5 "0. o_J —l</-v — 'w

<z

-

>£>oô^

s/1—a.£a

V)

'oen

-3v•->uuQV)m

CJa.<—ot

—

•s.

UJe ^ * •<*V "? P: « °"ffl "i ~ 3MI â

(H

«/l

e -? S <** ir- r~. ^ *« ir: — 3

3 *

^j— •*S ^ - "•• 5^ ri r- ^ *" g s M »

fH

i/l *O

S v ^ s 3E« 0 ™ *^ ffl

!-« «V

h

Cse"•• •-

^ ~ •"

'•*• •*• _

w P « *

1 ! s M« -y; — •< x

az•^ — .O ua. ^S u0 =U -EH ~M =

^l

t-

=

'-

V

3

w",m

V

§

—

^

V

, _ .

_ofl

V

r)•rrvi

~j

<

-

"••

^

j-i

V

-

_

-5

v

_

_5i-i

/

-r*r\f~- j

j


TABLE 9


TAH1.KT COMPOUND

(units in ug/kg)

SITE:

.SAMI'I K I D :

UATtCOl I.KCTKO:

\ \KKA(,K DH'III (II):

KAMI'1 K III ll\ 1 U\ <.KO|iP:

Arocloi I 242

Aimlni I J _ S 4

B-20

2012.5-13

9/17/96

12.75

BI9A

< 34 U

34 1)

B-20

2012.5-IJKt:

9/17/96

12.75

BI9A

< 35 UH

is mi

G-l

<,-!

9/24/96

0.25

BI3

< 3400 U

J 4 I H I I I

(;-2«. 2

9/24/96

0.25

IUJ

< 3600 [J

l l . i i l i I I

S/2l/ '*7TABLfc9)aS Pigt JI of 12

0a0)—\Q)WCOon0)'/-*CDCO

NA FIONA . PRESTO INDUSTRIES, INC.EA CLAIRE, WISCONSIN

TABLE 9


TARGET COMPOUND

(units in UK/kit)

SI'I'K:

N l f M P I . E I D :

DA 1 1 ( OLLECTED:

U H t \ l , K hH'll l(ft):

s VMIM t. DtlJVtHV GROUP:

Aroclor-1242

\rodor-l254

1. action 1

NI'll INS A

9/4/96

0

M'l

< 3.101) HZ

< 33(11) HZ

Lagoon 1

NI'll ISSB

9/4/96

0

NFI

< 1 700 UZ

< 1701) HZ

\ 2 o f \ 2

CDaCD~1

03wCOonCD'r-+CDCO

eder associates

CB

COQWl

u £Z Tw" SW ^ D.l± ^ gH Z £{/J ^ W

Q & o '5Z £ ^ EP '•'" d ^H S =2 u« ± < uUJ <• !- "a£ - a>°- u Q-) — JA< — ca2 < *>o - sLT *•-< °z S1

ra

5&

•

"> S s— ol ?> ®O ' ^ •* _,to T s; «•» j.ffl a i =

_ .rt o•" r< =* —e • i — •-i "~ 2^ O< •Q i **l i

a » SB

r- ^ o

9 I 3 t Itt i i i

_ » 5 =9 3 = * Z53 i **) i

sa i «

_ a S o9 T = s T» • 5 aso

aJ

£=• c— » *"

i c •*•* a. £^ jj _» ** - *

2 ~^ S •*• u x U u_; - •< —.. a. jj ae a.e s i « 2- •* s -* <» « S -rr x

Z* acT -i

1 ^— B

PV Wbix —S

ocV,OJ

•UJ

O

-cn

LU

o•ooofN

LL;

c01

OJ

OOr~<*b

jmin

um

<

5T

V

c

0-

0--ro

•£-re

-

m3j-,

V

&

<•

i-i3C

C

V

_

01

3O

V

-

ot

-

TSOo

V

Eu<•

r*-1

—

-C

LU

mOOJ

^

i—i>e—

_.

0-

=~

n^

01

_

1'

V

<™101

o

l-l

V

—

-o01

E

"t'J

•a

o

-o

r n04

r*li

dniiu

m

_ra

O••O

Ool0"

UJ

Ct~~

-

oF-

04~

O00r-i01

E3LJra

^ i

-

*

——

3O

*

LU

OO

r.

a-c~04

V^

SO

min

ium

jr

-

/'i

T

-T

-

=

5C

"55_c

0-•-t

.—

o"•b

«•

0-

IT",Tt

-

ij*.

"

U".

y.

oc.e.

To

V

Z

o

zffl

so

o

Z

V,

o

V

=

«^

o

V

u-3

5_><'.y

Or-l•r

*

onr^^D

»

O&•\o-o

»

o</-j/î

o

m

cc

l-l

~

-

=

o

T;f*i

T3rau

Ol

_~s-T

^J

«

^1

0--T——

O01OJ04

E3^1Un5J)^!?

ol^-T

f

~*

04

01•C

JI-LL;

in

•O

*

=ofy-i

--

inga

ncse

^j7.

"

O

V

_

o

V

-

o

V

-

-

V

—

o

V

cu5

iO

••o01

04OOJ

"i

~

Ô0-rj

u-j!U

Z

—

r^

-*^

Otr04

a

Sr-i

-

J^

S

OJrnrs

E

2^

i-i3D

V

_

l-lso

V

-

0-soO

V

~

Oloo

—

V

-

TooO

«

eniu

m

-o

-o—

<MS

r*

-

U"l

oj

=

XIt~i

—

01

5•5•J-.

-rri

3-3-

-

sof\

_^j

n

~

«ot

£3•5WCBJ>

rÔ^

V

OO

Orn

•

^SOr-1

»

o>"1

-

UC

N


TABLE 1U

Summary of Metals Detected in Soil Samples - 1995 Data

lAtU.LI COMPOUND

(units in inn 'kg)

SITE:SAMPLE ID:DATECOI.l.ta IU>:AVERAGE DEPTH (ft}:SAMPI K DKI.JVI HY CKOUP:

AluminumAntimonyArsenictar iu in)er> Ilium

Cadmium1 'akiimiChromium

CobaltI 'upperCyanide

ron1 cadvlagncsiumManganesevlcrmr)

Nickel'otassiumSeleniumSodiumVanadiumS.inc

B-OIB-1-23I>8/30/95

2311 1 0

2420

< 511 U< 085 I/

148 1)023 It1 8

117012

2 1 1126

< 017 U4730

1 21260

5 8 3< 01 U

1 5 8174 B

< 085 (1193 111-142 3 2

B-OIB-l-258/30/95

2511 1 III

2220 I:*< 042 I!< 0 84 1 1

144 Ml< 021 U

1 21200 19 9 !•'•2 9 H

22'' 1 *< 017 UN

5070 *0 671170 1

1\ \*

< 01 U16 5163 It

< 084 I)186 I)144 |;

364 *

B-OIB 1-27

8/30/9527

It 1 -10

2800 E*< 042 U< 084 II

181 1)1- 021 II

2 51400 1:14 1 I-*

4 ( It35 1 !•:*

< 015 UN6270 *

I 21780 1!

92 8 !••0 1 [1

26.2197 B

< 084 U

201 U158 r698 •

B-OIB-l-29

8/ JO/9529

B 1 10

2880 E*051 B

< 084 U172 III

< 021 II1 K

1591) 1.

157 E*42 H52 1 ••*

0 28 UN7110 *0'»

1 890 \

102 I*< 01 U

289

235 It< 084 U

248 1)123 \496 *

BOIIM-JJ

8/JO/9533

R-l 111

3090 E'07) n

1 2 ItIKh Ml039 11

2 (>7030 1174 I-:-

4 5 It604 1 '

< 017 UN7490 '

t

1720 I

M8 I'-ll 1 H29

308 11< 085 U

296 It14 I:

5 6 3

0)Q.0-^0)w0)On

5 / J I /y 'TABl . t lOXLS P«l£ I Of I I

eder associates

ra^Qi/i

' i ^-) o\Z —•n" <"•/J -y— ^ "5.a£ y: Ei § fQ & o o•7 — — , t/j- ^ u £O ,,r -i TJr- w aa uCO = ^ ^

S< H g*: u Q— — , ^< 3 2z < «o - s^ °z &i

=y5

•

— u-. or* e 5- _O — i S ^

ta H* ? ~ ^s * ffl

« * 2? ®*^ — T •O > ^; Oi -V =i - Ta i eo

« « £ 2? *^ s <« —<* M 2 ^S ffl

« = 'f 2? '~J S 3 —« ea - i

3C =

— £ -rS *? ^ — "?i T =; T

«o i a

b

5— u— it >3 E *- a. ij. ^ _

iC - — UJ= s * aM — w W^ ' - • *_ ;.. a. * a: a.

^ S :- * S: < s > -cW V3 — < «

ZS M7* ^«— li*: r

£ -£^ '£^ =ae w

.•<

•L.

Or-im(N

*UJ

oo•&rj

*UJ

O~a•or*

4U

Or**.f--r»l

Oo.0CJ

alum

inum

:

_

-T

O

V

cs

>y-j-rc

-

r*1-TO

V

-to

V

-

1-1

v->

V

mtim

ony

*c

_

9O

O

V

—

•f.XI

V

--oaao

V

'•isoo

V

=3

r-aoo

u

<

_ ,

=«

_

o>l-l

-(*

mor-i

wir~-r-i

=

T-O

iariu

in

—

r-io

,_

rîo

-

riO

V

o

a

o

e3IE-u

_

rj

V

~

r-iO

V

-

fN

O

V

r^fN

O

(-4

'adn

iium

r~-n

P

-

-

Ori

v-.-C

fN

!J«

*

.

T

~

^

r-

•

r-i

-O

E

V

—

r-1

_

--r

a

nT

:T/-I

m

r*l

"HJ3

O

*

r-i

.

r-l

»

m

*

r-.nr-i

c.a.'

^_

J3

C

V

^

-r

5

V

Z

T

O

V

z

•o

o

V

^

o

v

1*•oE03>.

•.J

~c•aT

*

Oa--TVI

*

O•ar-l•O

fNO

ooVl

ca

-

r-

•f-

r-l

•3!0U

T

~•C

~

3r-jr~-

-Tr-li~l

dr-

lagn

esiu

m

-*.

»

ri

*

—^

U.

r^

ri

ao

lang

anes

e

-*.

=

V

—

—=

V

-

~

/

"

V

2

_

V

G•jS

r-lr-l

ri-r

•r>or-l

i~i"i

r-i

-£.•J

Z

_

<-ln

—

r-ii~j

a

oao

TfN

S

r-i

E3

:fl13

*r.X

V

-

3='

C

V

-

o3C

•/

r-l30

0

V

-

O

V

E

•j~ui

_

t-~nr-l

_.

10

n

-

r-lr-

r-i

a

i-j

£•5oyi

^

-T

-

fN

r-j

S

o-

'ana

dium

^>

*

r-

*

o•ri

*

r-iT

*

r-l

-i.

3^<~1

C

•s

eder associates

s(3Cw-i

O c-Z ™~

" I/I

=: ^ "5.o£ c/: £E- Z 1^c 52Q^ o o£ £ , c

£ w iii itn °* < ug < H 2

j 5 *< — "«Z "* «o ^ z< *°z £c

Ec/5

-

a "^ * *?

i SO

« 2 1 ~ i

M JQ ff; 2

-" SO ™

r* ^ ?. ^

— »

Irt <« Or« — ss —

x —

a.

ae

" «. £

a I ° 5U ? ^ U

^ W 4? ^•• aT jj o! a.= 1 s > |

a

— "it

5 .5

jj 'SJ 9as —

oor-i

Ooo

UJ

OPI•O

o

rj

UJ

Or-

lum

inun

i

_

T

V

— ,

o

V

c

r-i•O

^

u-,

V

»

•oC:

nlim

ony

1'

V

— .

1V

_

ae

_

5O

V

_

•cOQ

V

£

——

-O

rf.

-T

5

00

„.

l-lrJ

—^

i

an u

in

—

s

V

n

V

_

r-t

V

«.

o

_

nO

V

g5

Cu

-T

V

_

-1-o

V

_

r-i

V

_

-r~r

V

—

r-i

J

ad 11

1 in

in

o

_

oo

LLJ

***

O

O

O-Or-i

S

OO

"5a'V

soso

•oSO

*u.

s

-o

*M

!o

h min

i urn

«*•

i~i

_ ,

n

_

w.

_

i~i

—"~

^rs

~

9

3OSO

r-

-

y

*—

-o

•jc.c.

V

o

V

z

o

V

z—

o

z.

o

V

zcc

oo

o

u"3

5

or-*

Or-jOOr-i

*

O

Oo-oT

2'•o

c

oo•OG:

3OTO

^

o-o

oo

.3

S

c

LJffi

oo

-T

so

lagn

esiu

m

1

r^

,i*"*

-

^

.^j

oo

V

_

-

V

_

-

V

_

-_

o

V

~"**

—

V

C

Z

o

f

in

33

M

a

^

5z

_

ir,

»

r-

.

00

rt

.

S

_."* *

oor-l

tlass

ium

oo

V

_

-TSO

V

_

oo

_

3O

V

_^

•o

y

E

_

-rso

—

^

—,

=!

——

N

„"

£

•5_o

—

y

~~

-

3

r-ioo

5

oo

anad

ium

S

r—i

.

«

QO

*

CT-

uC

NATIONAL PRESTO INDUSTRIES, INCRAU CLAIRE, WISCONSIN

TABLE 10


TARGET COMI'ODNL)(units in in^/kg)

SITE:SAMPLE ID:UATECOLLttmi:AVERAGE DEPTH (ft):SAMPLE DELIVERY GROUP:

AluminumAntimonyArsenicJariumtcr> Ilium

CiiiJiiiiuniCalciumCnnmiiumCo ball

CopperCyaniderun

.cadMagnesiumManganeseVlacuryNickelI'otabsiumSeleniumSodiumVanadiumZinc

B-03B-3-7U8/31/95

7

B--I-34

2030< 4 99 1!

098 D137 B

< 02 M044 II11607 92 1 B9-1

< 015 UN3930

1 31330686

< 0 1 LI10.1144 B

< 083 I)177 »

11 1407 H

B-03B-J-9

8/31/959

B-4341580

< 5 02 U< 083 II

1 1 1 I t< 02 II< 0 -II 1 1

920 H5 726 i;69

< 015 UN275006 H

1010 II67 5

< 01 I)5 5 B138 1)

< 083 I!169 1)79 ])

96 I:

B-03n3 ii8/31/95

11B4-34

1950< 5 02 Uv 083 U

133 [)02 U

< 041 II11807 3

29 B7 7

0 14 U4010

11220704

< Oil I!9 1H5 B

< 0 83 U154 1)123

268 E

B-03B-J-IJ8/31/95

13

B-434

1990< 4 % I)< 082 U

134 (10:7 It

< 0 J 1 U

11707

3 1 118 4

< 014 UN45000 7 71280(.9 S

< 01 UM 2149 B

< 082 U151 1)14245 4 i:

B-03B-J-IS8/31/95

15B4-J4

2700< 5 56 II

1 Ii

135 It< 033 U< 046 U

1 5909 74 1)

9 5< 016 Uh

5270

1 21690102

< 012 II1 3 4177 I)

< 092 U191 11

15284 1

i/2l'?7TABI.EIOXLS P«|c S of M

(Da0)—iD)

NATIONAL PRESTO INDUSTRIES, INCE - A U CLAIRE, WISCONSIN

TABLE 1U

Summitry of Melals Detetled in Soil Samples - 1995 Data

TAKGti nmroiiNi)(units in tun kg)

SITE:SAMPLE II);DAItCOI.l.tC IKD:AVtHAGK DEPTH (ft):SAMPLE DM IUK\ GHOIU':

AluminumAntimonyArseniclariumler> Ilium

CadmiumCalciumChromiumCobaltCopperCyanideron

leadMagnesiumManganeseV1eicur>Niekdi'liLiSMimiSeleniumSodiumVanadiumînc

B-03B-3-17

8/31/W17

B-4-34

2480< 5 04 U< 084 (I

113 H< 02 I)< 0 42 11

15508 23 B

8 2< 015 UN

48700881480

75

< 01 119 1165 1)

< 084 1)150 1112627 f:

It (13B-3-198/3I/V5

19B4 34

2720< 4 95 U< 082 U

114 I t

< 02 II< 04] 11

1 1W7 .1

34 it8 3

< 014 [IN

5430I) %1710

67 h

< 01 U12')188 1)

< 082 U152 H13341 8 !;

B-04B--I-5

8/31/955

B I O

5390< 499 [I< 0 83 U

192 h034 H72

23203';3

6 It4 3 5

< 083 I)8.170

1 4338010801 U

43 1233 H

< 083 U264 U17 190.3

B-04B-4-108/J 1 /'>5

10B I O

3880< 5 04 U< 0 84 11

179 I)026 It5 3

165040 7

5 5 H

44 1< 084 I!

73601 7

2410

«'J3

< 01 LI43 7208 [{

< 084 1)140 It159809

B-04B-4-158/JI/'JS

ISB-l 0

4100< 498 II< 0 8.1 U

17 It027 It28

158031 2

5 2 It

36< 083 H

6%0I 2

25 60109

< 0 II 11

2<>7223 It

< 083 II281 it1 5 75 7 3

0)a0)"iD)If)(fl0a

WIWTAflLEIQXLS PlgC6of II

eder associates

(Q«QHI

U £z -r/T ">IE iQi LO P" -^ ^

^9 !2Q « o '35S u c

S w 0 -s8 - < «W ^< c— u# — *>fl- Cj Q•j _ 1/1< -^ «Z o>0 u S[__ I*-< °z c

E

,

5 7 t _ *— i ~*

5 4 i s *60 a i r' »

c ^ "*< *"* «an =o

T M S1-' *O N ^^ 17".

-" S

o f>s ^ s ^ —

i

A W

——— IS. >"

c i >B i S ii*J ? O M

^ £ -^ a |

az?* -*

w c

r-i

O

«^

O«1rs

o«r

?

IJAIu

minu

m

-T

V

-

£TT

V

=

T

V

~

?

V

-

V

[[Ant

imon

y

r-iooO

V

=

SO0

V

=

ooo

V

^

3O

V

-

o

V

a

-T

-T

=

-

s

Wi

=

12

s:

f

-

5

SO

l-io

=

PJ0

a

o

»

Pi

=

1-4

O

||lte

ry Il

ium

^

3-

r.

^

||C'a

diiiiu

m

c

z:

——

ob

=

X.

5—

E

ô

50

"

OO

f—

.c

_

a

•c

m

•or-t

=

-

ffi

-T

"5

-cr-i

-T

n*

r-i

-rr-i

c.c.'•, 1

33

V

=

r-»O

V

-

00o

-i

^

a)O

V

-

so

v

u

3

r-

O-T-r

ooooo

oT

s

o

„

'•-.

-

-

—

rau

X

£

—

?,

1

=12

E

-

r3

r-

-r-T

P

1

__

-

-

—

V

=

O

v

~

2t

V

=

—-

V

[[Mer

cury

-rr-i

-

r-oo

(-4

[

-

•J

l~l

~

-T

*

OOOO

a

o-

a

o

[[I'o

tass

ium

o

V

=

iO

^*

V

=

ooo

V

^

oo

V

-

-ro

y

E

uu^

—

a

-c

-

oo

=

-T

a

——

E3

_Q

r

2

o

-q

oo

-

[[Van

adiu

m

-orJ

"rs

O

K

oo

,J

eder associates

««QWl0s

O a>z --X" <"Ji U

iii z aa: '-A E*- Z *« 0 ™Q ^ o ; o-7 •— < __ ^J

5 ? uj .s2s « 1« £ < oS < H 3oi . w°- C Q— ' tn< ^ 2Z < «o - s5 "51 |

5oo

-

« ^ S 99 1^1 r^ —« 03 3 a

JO

«. "» ®MI <V ri _9 « — *s _1" - i i

» 2 § - 2« 2 3 ^ =

— ""• !C *^ r^ £v *f)

a "T ^ Tffl aa i =a

<*• "" —S 3 s „ 2011 2 i " »•" 30

o|^s' »

' r >"

2 = 3

C£ >.- ^ S -ic 2 ?r s^ A •** U * O U

• v 4#

r'T & W X =H S > S S; < < > rt x — < -si

azC "Sc— M*^ —

3 .sH *

3la *-•t

o-rfN-r

UU

ofN**>

OfNrs(N

c-f*l

OO1

sofN

E3C

E_2<

-i-T

V

e:

~c

-

-

TOO

*r

V

-

I/I

V

-

C3^soT

V

>*

c<

F-

o

—

—30

V

=

30

*^

V

-

so

«

=

30

/

:;

"j

<•

r-j

ri

_

-/-.

r-l

a

rlV~k

S

r-t

=

T-O

^

-

_

"1riO

-

TfN

O

-

l~-l-no

s=

i-nfN

O

Ea

"t'

inT

~

;>•T

O

~orN

3O

^1

fN

£5

•5,"O

30

r i

O

-

5CJ

r~

O&••fM

~

3O

»

——

OO

——

-O•ol~l

rTl

Orj

E

-CV

-c

~*

•n

C3

fN

r-i

S

T

ffi

-rr*l

"3^

C

C^

*

—11—

-r-T

ri

5

Or-l

UC.c.o

•n

V

Z

vO

O

-

T

O

V

Z

i/",

o

V

-

soo

V

u•3

5>.^

O

r-

»

ofjr~ao

Of*i•oin

o00TOO

Or~Om

c£

O>

fN

r-1

•O

T3flU

Oôr-n

OOO

Ooo^-

T

(N

Oo00

g3

iQflnS

Tl/-j

*

r^

oofN^

>/-.rl

rnO'r^

uuaSP55

-

V

—

=

V

3

_o

V

=

o

V

2

o

V

£

S

fN

-rfNfN

^r*i

oo

T

*TfNrn

u_iaZ

•/-,fN

„

^C*ri

-

fN1

=

Ti-lm

S2

oo

s(3

ClSO

V

—

.s

=

=

3O

""

V

-

-T3C

V

-

oo

V

E

v:

3O»

——

"I

22

fNr—

=

3C1 -rj

=

/-jrj

5

3^

<--b

f^

i~l

C

in00

-r

±;

CT;

E3«c«>

o-oo

*

•O« iT

(tt*\

-

T

> 1

3O

•1

'JC

•s

eder associates

2Q•/•>

CJ o\z —,-T V)

r E "5-^ y* ?(— Z w(/) Q ^

Q o |^ — _ 1/1

is = 1S < S «OS Jj «°- u Q_j _, i*»Z "^ uc - s<• °z &n

£5

;/•)

-

o •-* a Tgo ir, ^ M "7

o "> ol« r-i S^ —

* ^ ^ « T•£ »* Cfl

? Ji -• * Zae

._ * 55 o

s ^ ? « *O M ^ <H

^ 3O

*•Oce

si*a -I fl Su 3 S wM ^ •< P-<... a. a tf a.

^ E r~ W S

i £ = 5 5

zr ^

™ s

id 'cw =as —

LU

Soc

u.

OT

*U

o»-

LI:

cor-i

*LL1

OC1

C-

1

•f

-r

c:

—

T

—

T

V

—

?

>ic

c

—

=

>/

V

_

o

V

—

•/ ,•3O

O

V

—

r-|

O

V

'J

_

=

-

—

•a

—

=

L-

0

lariu

m

_

0

V

—

V

_

o

V

—

n

V

—

r-iO

V

E

_

r-iC;

V

—

O

V

—

r-io

V

_

i~i

V

_

r-jO

V

'adm

ium

•r-

—

-

o

%

1

i

i~~SC

^~

r-

•

SO

•

r-

*

r"l

E

. j

_

riT

——

-r

_

-

_

ri

—

r".

—

*

"—

-

-

*

r—

*

-r

•

-

^

5O

-

O

V

z

-Tf~lo

z.

X,

O

z

o

u

15

(

O

•o

o-co

*

or-

^

on•T

.

O

T

Cc

^

—

-

_

?

—

oo-ro

"3

ri

—

"™

[1

Or-ir--

X-T

OOO

lugn

esiu

m

^

-

ri

*

£

*

5

*

f

lang

anes

e

*>

o

— '

o

V

_

r-i

V

_

-

V

—

o

V

C•j

—

-

-oo

i--3C

——

r-r~

7

_

rl

—

~§-

—

sor.

—

K

1

'

V

—

X)

V

—

00

V

-,

iV

-

r-tSPO

O

'

clcn

ium

r/)

—

r-l

—

Or-i

~

•aea

—

s

a

S

E

o

-r

^

-

E

_

^

m

'ana

dium

^

*

r-iO

ri

t

O

^

rl

*

T

NATIONAL PRESTO INDUSTRIES, INCUAU CLAIRE, WISCONSIN

TAIiLL 10


TARGET COMPOUND

(units in rn^'kg)

SITE:SAMPLE ID:OAlfcCOU.fcOKl);AVERAGE DEPTH (ft):SAMI'l t l»i:i H Kin GKOUP:

AluminumAntimonyArsenic) an urntcr> Ilium

CadmiumCalciumChromiumCnballC 'op perCyanideron

leadMagnesiumManganesevlcrcuryNickel:"oiaisiumSeleniumSodiumVanadiumînc

B-05B-5-228/3l/!>5

22HI Id2720 P.*

< 041 U< 082 11

109 111022 1)

<• 02 111520 i:8 9 [ • '42 11108 i;*

< 0 16 UN7810 *

11880 1106 i;*

< 01 (I

126198 B

< 082 U203 It177 i;31 9 '

B 07B-7-0

tf/JI/'AS0

B I O

4920< 5 02 U

i -i n26 It03 1)6 1

1240

8 7 354 I)

44 11 1

664012 71810m

< 01 1129.6226 »

< 08.1 U158 n17367 5

B-07B-7-5

8/31/955

B I O

3520< 511 U< 085 I)

265 H026 114 1

108041 1

33 1)2 2 7021 B455011 21410160

< 01 U16

175 B< 085 U

158 I)1276 8 5

B-07B-7-108/JI/95

III

B I O

2620< 497 U< 083 U

16 11021 11041 1)14206 53 5 11

11 9

< 015 U3960i :

1770120

< 01 II

76 B144 B

< 083 11I4S It86 B108

B-07B 7-101)8/Jl/'J5

10B 1-0

2730< 4 85 U< 08 II

173 11024 11052 I t15507 234 I t1 2 70 18 H4880

1 11801)1 2 1

< 01 II78 H168 1)

< 08 t l140 it

144166

CDaCD

V 2 I / 9 7 T A B L E I O X 1 . S

eder associates

u

£« O

OJ

Or-

Z

«Q

?h_

W)<UQ.E(8

=» 'o± COLU .E~J 13

L_ d>. *^

Qjn^ss(*-o£.CT3

3

"• T * ^ =?

*H - 2* — ~ a•" ae

EU

Ooe

s!i~ f sw ijj U]

c ^ a S_ — ij _

!j C 5 |jtli 2 - I ^:< ;> - '

~j~. ~f. — -^ ^/;

1 _

J* ^*

i 1"w -S

Ld '£

X "~*

oem

O

C-l

ilum

inum

*t

CT-'-T

V

=c-sot

V

intim

ony

*c

ooO

V

=

ooO

V

.rsen

ic

t:

-v-

^

2=

-

—

E3

ra***

—

r-l

V

C5

rjO

C3

u

_

*ro

V

-

-—

V

ad m

i um

.

3

s—

'alc

iuni

(N

r-iao

'hro

niiu

m

_

rnO

V

03

_i— i

~aO

f.

r-i

rn1-1

Q.Q.

—s

(N0)

ca

r-

O

T3E

i. j

nou-ir-

OOTf

C

-co

"-,

•artu

-n

-

^

_'

lagn

esiu

m

*.

r--

oe

lang

anes

e

^

_

-

V

=

_—

ij•j

_

r-T

n

V

-r•*

~-J!•J

r

_ ,

T-D

a

o—

E3

1

fNOOO

V

-

oaO

V

elen

ium

u-i

_

•-n

s

iC—

E3-3o

—

Z

•r—

'ana

dium

j»

«

r-t

-r—

uc

NATIONAL PRESTO INDUSTRIES, INC.l-.AU CLAIRE, WISCONSIN

TABLE I ]

SUMMARY 01- METALS DETECTED IN SOIL SAMPLES - 1996 DATA

SITE:SAMPLE ID:

TARGET COMPOUND DATE COLLECTED:

(units in m^/kg) AVERAGE DEPTH (ft):SAMPLE DEI. l\ KIU <,K<H (':

AluminumAntimony

Ann: me

1 an urn

CadmiumCalcium

ChromiumCobalt

Copper

Cyanide

ron

Lead

vtagncsium

vfuMgaiwsc

Vlcrcury

Nickel

I'otassiumSeleniumSodium(hall in mVanadium/inc

B-088.5 1

35326

0.75118

3740

< 066 U

11 11

31 1 It

047 11

12100

N *

4.2 B

2 3 5023 117330 *

8 1 •

2380

194 n'

< 005 II

1 4 8

275 B

< 066

602 B< 13 U

17 .1

207 F*

B-08

86.5-7

35326

6.75

118

2280

< 0 (.2 1 1

< 062 U

155 11

< 021 U

1020 |)

77 *

24 11

6

< 014 U

5(00 *0 99 •

1130

60 d n •

< 0(15 II

5 1 0

162 B

< 062 II

101 B

< 12 II

1 3 5

1 7 5 1 *

B-08

811-12

35326

11.5

B8

1620

< O f , } U

< 063 II

96 B

< 021 II

595 »

56 *

2 B

7.5

< 015 U

3220 *06 n*977 B57 n*

< 005 II

47 B

135 B

< 0 63 I)

386 B

< 13 U78 B

20 2 l:«

B-08

820.5-21

35326

20.75UK

1630

< Ol. l U

0 04 B

9 5

0 52 B

849 B

5 3 *

24 [}

6

< 015 U

2 9' JO *

051 11*

103(1 B

7.) 6 n*

< 005 II

5 1 B

159 B

< 063 U

51 6 B

< 13 L I

66 B

9 9 | *

B-08

830.5-31

35326

30.75

B8

2750

< 0 ( > 1 U

065 11

143 11

< 021 U

14%

76 •

4 3 [1

9 5

0 23 11

6670 *

0 86 *

1740

112 n*

< 1105 U

76 11

188 B

< 063 U

73 5 It

< 13 I I

1 5 5

109 !•:*CDQ.CD-i0)(ft(0OO

S/2I/97TABLEII XLS PiJ* I of 19

eder associates

<H

Q

^^

- ; W•^ _JZ 0.

« — C"

£1 53 U «Q w - Z-5 ~ Sc u 5 ^c/3 iTj ^C _j

tU < r- UJ« J H

^ 0Z g J

H uj

z ?•-1

>1it/j

S ^ I * =

o — ^ M 2ffl ^ i*> ""

•«§ s 5 s »2 <=> 3 s a

3D i' M I''o «n ;2 *-. jgM = ^ 5 ~«r. "*> ""ae

« ^ S ô vi s; ^ «05

i

a

? - ay a. i

a 1 = iU P 3 U

1 1 1 1M w a < w

Q2

2 ^

S -5H —

x —

orjrj

fN

o

-

rt

O

uin

iiiuin

|v||

=

V

-

-

V

^

^0

V

^

^

V

^

r-i•c

V

^

^

V

S

-T

O

z;

o

V

r

•c

z;

OJ

V

•J

~»—

=

-

c:

^

-^

-

C

OO

||lta

riuni

r-l

~

—1-T

a

OOO

O-

^

S

V

lurmupr )|[

_,

=

S

a

-

-T

^

•C

||('a

lciu

ni

30

'

OO

.

-O

*

-C-c

.

'/-IT

1 (C

hrom

ium

-rr- ;

2

-r

S

-

2

r*i

a

*

"S

ae

—

r-l

a

'

ao

3

c.

[0

V

-

~o

V

^

o

V

-

J'.

V

^

If.

o

V

If

*

•ar--r

•

S

>

or-i-T

*

-C

*

o

•-n

=

*

•

T

*

*

O

*

-o

•au

a--

1

a

-o

-T

o

[[Mag

nesi

um

,

—

c

o

c

r-

-

c

So

c

'T•O

[[Man

gane

se

'r.

^

V

-

U":

a

V

^

ô

v

~

oo

V

^

oo

V

tu

^

"

r^fl

a

U-l

r-l

=1

if,

•J

w-

r-

2

-Tr-i

a

fS

—

-r

a

r-

Uinrssv?io,[||

_

T

=

V

-

-T

O

V

—

o

V

~

r-l•£>O

V

—

r-i•OO

V

mniu

^pdj

^^

r-l

^

=

3O-C

a

~

5

—rn

V

1

—

-

^

V

—

—

V

~

I

V

^

-

V

J

_

v^

-r

a

«-i

*

o

lunippiiEA

*

•/-,

1

r-

*U.

rn-O

*

ÔOr-i

1

>c•o

u

N


TABLE 11

SUMMARY 01- METALS DETECTED IN SOIL SAMPLES - 19% DATA

SITE:SAMPLE ID:

TARGET COMI'OUND DATE COLLECTED:

(units in nit; 'MO AVERAGE DEPTH |ll(:SAMPLE DfcLIVKUY GROUP:

A l u m i n u mA n t i m o n y

Arsenicl u r iun i

CadmiumCalcium

Cli iomiumCti l ta l i

Copper

( 'y.iiiutc

run

I.IMI)MagnesiumVlangancse

Vlcrcury

NickelI'olussiumSeleniumSodiumThall iumVan ;id i um/inc

It 0995.S-6 D

JS326

5.75B8

NA

NA

NANA

NA

NA

NA

NANA

016 11

NA

NA

NANA

NA

NA

NANA

NA

NA

NANA

B-09

910.5-12

35326

11.25

1)19 \1420

< 0 62 1 1

0 <J7 I)8 It

7 47<>9 H

7 72 5 It

1')

< Olo 11

3-180

0 7 1XL! 1)

682

< 005 H

12.2

< 0 62 U

< 12 11

8 1121 8

B-09921-21.5

3532621.25

US

1320< 0 62 U

< 062 U8 1 It

2 1

496 11

342 1 1)

8 2< 014 I I

30X0 *

0 56 It'

817 11398 n*

< 005 I I

4.5 1)110 11

< 062 U

< 356 II< 12 U

68 It8 5 1 *

B-09

931 31.535J26

31.25

ItH

2520< O f . 2 1 1

< 062 1 1

137 111 8

1170

406 *28 11

' )4

< 0 1 i 1 1

6450 '

0 K4 •

1540782 n'

< O l l i I I

7 II

185 11< 062 I I

7') 1 11

< 12 11

112123 1 '

B-09940.5 41

35326

40.75

1182500

< 1 ) 6 2 (1

1 1 It8 2 I t2 3

414 1)

2162 7 |t

1 2 8

015 U

6410 *

1 1 •

1 5W

616 n*

< 005 U

84

162 U< 062 U

38 1 It

i : u13 5133 1 «

S/2I /97TABLEII XLS

CDa(D-1

0)w(/>0nD)'i—»•CD0)


TABLE 1 1


SITE:

SAMPLE ID:

TARGET COMPOUND DATE COLLECTED:

(units in nig/kg) AVERAGE DEPTH (It):

SAMPLE DELIVERY GROUP:

Aluminum

Aiiliiiuiny

Arsenic

!t:iiiiun

( ailumim

t'akium

t'lHiiminni

L'i>bali

foppcr

C'ymmJe

iron

1 Cilll

Magnesium

Vlanganese

Vlercury

Nickel

I'utassiumSelenium

Sodium

rhalliumVanudiumf.\nc

B-09

950.5-S1

3SJ26

50.75

B8

1790

< 062 U

< 062 U

82 11

4 3

944 »

224 -

28 (I

15

< 015 li

4.190

073 •

1000 I)

639 n*

005 U

1 5 5

108 B

< 062 U

38 I)

< 12 U106292 R*

B-tO

101 1.5

35327

1.25

1*8

1871)

< Od2 II

< 062 U

12 'I H

1(7 U

1130

149 '

24 B

9 1

< 0 IS U

4830 *

1 7

1170

61 n*

< 005 II

7.2 M

1 7') [1

< 062 11

568 It

< 12 II

11 3

38 3 1 '

B-IO

105.56

35327

5.75

B8

2120

< 062 I)

062 R

158 11

1 1

1370

162 *

29 B

265

015 II

5830 *

(> *

1320

745 n*

< 005 U

1 2 4

178 B

089 B

885 It

< 12 II

12.4173 F*

R-IO

101(1-11.5

35327

10.75

B8

2250

< Ot>3 I)

0 76 B

10 11

1 11

12-10

93 '

3 5 B

8 7

< 1) 1 5 11

5290 *

1 2 '

13t>0

116 n'

< 005 II

96

185 B

< 063 U

64 B

< 13 I )

1 4 7

23 1 !-:•

B-IO

1010 11.51)

J5327

10.75

B8

2661

< 0 62 U

07 B

II 11

09) II

152-1

11 7 •

34 11

12 1

I) 15 II

6630 *

i *

1581

100 n*

< 005 U

1 0 2

236 I)

< 063 II

928 11

< 11 11

16

455 *CDQ.(D~iEDV)U)oo

V21/47 TABLE] I XI S

eder associates

f-Q

§;~C/3

U ^z sisUJ Z ^

II 32 u «Q v; — ^2 g ~ -

I w 5J §K £ < uUJ < E- ^JQfi ^ HCL (j PJ

^ < °°S UJ ^» L-C— ;rl

1 |

>--^

1

'

_ 3- t- -•~ i •-) l^j _-

"^ r- -•— _ r-i fi J

» - ! $ • • £

«o ^ ^ ;q •*•« ^ 3 5 3

O

= ^ 5 s s**> *A r-1 ^0 ^

J — J? — sa^

a.

^ 5

2 w ^

•• a. jj s atS S r w 2- .•* - i -•*

az

W 3a( —

so-T1-J

5

o

-

o

E3C

E3

=

=

=

^

i-l

V

-.

-^

V

_

oo

V

£

-

=

-

~

T

~

-r

_

•ao

V

^J

•J

,

*

=

2

2

-r

—

^

C2

r-l

S

,_

ri

V

-

o

V

S

ri

—

r-l

j|< a

dniiu

m

,

ac

-r

oor-l

_

,7

->

oc

E

*

-

s

iO

*

-o

c

(Nr-l

cc

3D

ffi

1-1

_

-Crs

™.

(N

-C

9O

3--Or-i

rs

-r•o

,

^

_

o

V

-

-ro

V

^

o

V

—

—o

V

_

o

V

•a

5SJ

-r

oo

00

1T

m

.

30

-

2

_

S

*

•r,ooO

•3

-

s*

ooom

n-

S

,

oo

[[Mag

nesi

um

T

s

•c

r-•T

c

-o

g

_

Vj

V

=

=

V

3

iV

_

s

V

_

o=5

V

IF

_

30

-C

-

oo

T

r-l

f

oo

\J

_

fl

-

rl

2

r-l

~

-r3G

w.

g

Jll'o

lass

ium

~

2V

-

c

V

=

o

V

—

3

V

_

rn•O

V

E

__

-

=

^

C

o-

—

-T

_

•O

V

IJSu

dium

_

-

'

-

-

'

—

r-l

—

-

_

2

'

3

-

-O

O

-rr-l

£3

90

|| Van

adiu

m

V,

r-l

£

?

*

r-

ucs

NATIONAL PRESTO INDUSTRIES, INC.I - A U CLAIRE, WISCONSIN

TABLE 11

SUMMARY Ol; METALS DETECTED IN SOIL SAMPLES - 1996 DATA

SITE:SAMPLE ID:

TARGET COMI'OUND DATE COLLECTED:

(units in mi;'kg) AVERAGE DEPTH (ft):SAMPLE DELIVEKV GROUP:

AluminumAnlimony

Arsenic

itarium

CadmiumI 'iikium

Clmmiuim

Cobalt

(.'oppcr

Cyanide

run

lead

MagnesiumVtangiincse

MercuryNickel"olaasium

SeleniumSodium

ThalliumVanadium

i'mc

B-llII8-9DJ5327

8.5BI9A

2576

< 063 II

1 2 It

86 It

< 021 II1 066

6 1

3 4 f l

9 7

< 015 II73880 8 1

1394027

7 4 4

< 005 U

67 I)

222 I)

< 063 11

575 I t

< 13 I I16

1 4 8

B-ll1111-11. 5

JS327

11.25

B19A

2550

ll <> I 11

1 1 It

112 1 )

< 021 111 1 4 ( 1

6 7

38 1)

9 2

0 1 5 1 1

7 1 1 0

0 9 2

1230

122

< 005 11

7 B

198 H

< 0.63 U54 5 It

< 13 11

IK

164

B-ll1120.5-21

35327

20.75

BI9A

I960

< 062 U

1 1 H123 11

< 021 111 100

5 9

32 H

7 5

< 015 U

4180

06 0

1240

105

< 005 U

6 1 It

190 It

< 062 U

474 B< 12 U

94 1110

B-ll

1131 -31.535J27

31.25

B19A

1560

< (1 M 11

0 «)i B

8 5 It

< 02 II

81>> It

5 4

24 I t

5 3

< 015 II

4Kdl)

( 1 8 1

825 B

707

< 005 11

4 5 B

213 B

< 061 11

53 It

< 1 2 11

14 5

7 2

B-ll

1141-41.5

J5327

41.25

B19A

1840

< Kh2 U

1 It

7 1 It

< 021 II

IOSO

7 4

3 2 11

7 6

< 014 11

6820

()9|

1100

8 8 2

< 005 11

65 B

186 It

< 062 II

53 5 It

< 1 2 1 1

209

9 6CDaCD

S/21/97 TABLE) I XLS 6 of 19

NATIONAL PRESTO INDUSTRIES, INCI-A IJ CLAIRE, WISCONSIN

TABLL II

SUMMARY 01 METALS DETECTED IN SOIL SAMPLES - 1996 DATA

SITU:SAMPLE ll>:

TARGET CO.MI'OUND I>A 1 1 COU.ECI fcl):

( u i i i l s i n m ^ k t f ) AVtIUGh DEPTH <fl) :SAMPLE I)U IV 1 in t.KOM':

AluminumA n l i m n n )

\r icnic1 arm in

['jjnmim( ' jkil l l l l

ChromiumI ' ubu l l

Copper

Cyuniilc

iiiii

.ead

vlagncsium\1iiiigaiiLin;

Vlercury

NickelI 'utasîumSeleniumSodium

Tha l l iumVanadium/me

U l l

IH!>.5 50

J5327

4'>.7S

Bm782

< 065 U

065 1)

24 II

0 18 HMo n3 1

051 I t23 I t

015 H1010

065

1 50 B

8 5

005 if

37 B157 1)

< 065 11

< 37 1 11

< 13 II

32 I t97

B-I2A

I 2 A I 1 535331

1.25

U N

4210< (K.I 11

1 1 11

22 K It

d - 1

2 l K > 0

K i l l5 1 H

-18 S

•1 2

127(10

21 C>

288»I I K

< 0 (15 I I549

24t> 11< 0 6 1 11

10') 11

< M I I

U J ' »'102 |

B-12A

I2A6-6.5

3SJJI

6.25

UI42000

062 li

0 72 11

14 It

82

1050

3563 I B

21 3

1 7

4890

1 81200

l l t >

< 0 05 U

126

172 K

< 062 II

635 It

< 1 2 I I

12 5196 1

B 12A

I M I I 11.5

35331

II . 25

III -I

2041)< in,:? n< IK,: II

12 117

mo2.) 22 '» 1)

IK 0

( I S !

SKSO

(I 87

1 IdO

5'> I

< O l l 5 U

13 1

177 n< 0 (,2 I !

>7 11

< 1 2 I I

16 525 •) t

B-I2A

12X21-21 .5

35331

21.25

1114

2110

( 1 6 2 11

0 7') 11

1? t It

( < ,

I I M l

1 0 2

3 K 11

1 7

I M S 1 1 '

5050

0 7')

1220

155

< 005 II

N 1

200 11

0 (,2 1 1

4 7 6 I I

1 2 HI I16 1

Pl|t 7 of 19

(BQ.0)—i0)

NATIONAL PRESTO INDUSTRIES. INCEAU CLAIRE, WISCONSIN

TABLE 11

S U M M A R Y 01- METALS DETECTED IN SOIL SAMPLES - 1996 DATA

SITE:

SAMPLE ID:

TARGET COMI'OLIND DATE COLLECTED:

(units in m- kj;) AM HU.K DEPTH (ft):

SAMPLE DEI IVt:m GROUP:

Aluminum

Anliiiiiiii)

\FMrnk

lîniini

i 'udniiumCalcium

l 'Imiiuium

Cnbah

Copper

t'y.iiudc

run1 cud

vlagnesium

Miiriganoc

Ucruiry

Nitkd

'nU iiini

Selenium

Sodium

IhiilliiJiii

VanadiumZinc

B-I2A12AJOS-32.5

35331

J1.5

BI4

1620

< 062 11

< 062 11

•>6 It

3 S861 1)

II 2

29 D

20 S

041 H*

4 MO

OS8

976 B

698

< 0 OS 1 1

177

178 I)

< 062 11

377 II

< 12 (I

89 11

178 1

B-13

131 1.535JJ1

1.25

HIJ

2010 *

< 0(,2 li

< 062 II

-i

• 4 6

8'>7 111

137 N

26 M

30 1 ii*

2 (> N

5251)

277

1-150

676

< 005 U

ID 1

146 11

< 062 U

18 H

i : n92 U

286 T

B-13

136-6.5

35331

6.25

HIJ

2810 *u(»:> u

1 3 f)65 11

3 81820 1-

61 5 N

3 5 H

189 n*

1 d N

10800

142

1520

71 8

< 0 05 U

107

248 H

< 062 U

121 n1 2 II

21 4

177 i;

B-13

136 6 5 D

353 Jl

6.25

1113

N\

N\

N\

N-\

NA

NA

N\

NA

NA

2 8 N

NA

NA

NA

NA

N\

N\

NA

NA

N\

NA

NA

NA

B-13131(1.5-11

35331

1(1.75

1113

l'>3() *

(K>2 U

< (162 11

II'* 11

1 2

815 111

532 N

2 5 1)

147 n'

s 1 N

496(1 '

1 7

1 1 4 ( 1

51 6

< OD5 (I

8 7

173 11

0 86 1)

47 (, 11

1 2 II

10 11

119 |(Da0)

V)V)0o

S/2I/S7TABLEII

eder associates

H

Q

"

UJ

z ' sis ^ «P i3 u «^^ rr* *— i *rÊJ ^ *•"• Z

5 £ S ~O a ^ S£7 cs -*- ntfl _ <! U

^- n wJ 3 Q

z 2 d^ h-— [U

1 s

£

I

3CO

-

* * **~OB -P UJ **i a

"> „T ^ ~^ ^ —

*T — m

2 « 2 £ 5™ ~» Hi T~i ^

^

»«„ ^- — 5 s 3 § s

^

i5

2 r ^S c E

£ -J £ 2

u P rj !j

35 « — < vj

az" _£

—— ii

8 1S i^

n

^

-^

-

*

OO

•

1

•

fN

jJAI

umin

uni

-

-C

~~

V

_

^-

V

—

•o

V

-

^

V

—

C:

V

|

-

3

~"

^

———

•C

-

V

—

ri-O

1

-

^

V

S

0

1

=

P

_

—

=

-

-

£

-

-

^

-

-

i l

*

E

-5

T

«

^ ,^

^

5

*

-T

*

5

E

_

'f

*

*

ri

T

=

=

=C

—

^

S

—

^

^

r

^

"S

-->

"^

"

•c

*

S

c.c.

-l/-

^^

'*

— •=

V

=

-r

-

|

*

^

•^

^

3C1-1

T

Wi

=

"•• '•

_ ^

a

-

—

-

|

3O

——

^31

2

CO

~

1

2

Eui/1ucM?3

^

3O

*

-r

=

i

=

S

c

•j

-

c:^^

V

_

—o

V

S

oo

V

-

o

V

S

o

V

c?3

u

H-l

a

r*"i

"

—

-

Xao

—

"u

Z

S

o

_

r~

a

OO

=

X)

3

^2

j|l'ol

assi

um

-

2"""

V

—

ricO

V

„

•oo

V

-

-

V

^

0

V

||St:len

ium

=

£

_

-T

—

-r

V

=

riT

^

?

[pod

ium

-

^

V

—

V

—

-

V

-

T

V

^

V

1

£

_

''3O

a

rn-O

5

—

|| Van

adiu

m

r-

*"

*

-c

*

^

*

K

•j


TABLE 11


SITE:

SAMPLE ID:

TARGET COMPOUND I»A IE COl.l-ECI El>:

(limit in m,' KK) AVbKA(;t: I1EH 1 H III):

SAMITE DEI IVEI<\ <;K<l|i|>:

Aluminum

Anliiiiiiny

Arsenic

H.iniim

t'ailmium

L'aluiii]]

Chromium

Cofojli

I 'upper

i 'yunidc

Iron

CjJ

Magnesium

Vltingancse

Mercury

Nickel

I'otassiumSelenium

Sodiumthallium

Vanadium/inc

B-14

14135 14

JSJ27

13.75

UI4

3140

< l id) 11

087 U

166 11

-1 7

1430

1 3 2

1 <•> \\

1 3 2

< 015 U*

7650

1 2

1760

839

< 0 05 U

tl 9

247 B

< 063 U

606 M

< 13 II

178

197 F

B 14

I420.S 21

35327

2)1.75

in 4271(1

< (MiS II

0 6f. 11

1 1 ()

82')

< 005 U

16 1

202 It

< 065 if

76 i 11

< 1 1 II

1 7 7

21 7 I-

B-14

143031.5

J5J27

30.75

UN1920

065 U

065 U

102 il

21 6

II HO

7 6

38 B

11 4

< 016 11*

4410

066

1200

108

< 0 05 U

1H2

210 B

< 065 II

79 7 1)

< 13 II

1 1 9

63 4 I'

B-14

1430 -31.5 D3S327

30.75

1114

NA

N\

NA

NA

N X

N\

NA

N\

NA

0 14 11 •

NA

NA

NA

NA

NA

NA

NA

N\

N\

N\

NA

NA

B-I5A

ISAI-I.S

J533I

1.25

UN

3 1 10

( i ( > 2 U

< (162 II

21 1 11

t !

13 SO

-44 '>

4 (> It

42 4

< 015 11*

7420

2 7

2250

101

< 005 II

329

183 It

O'J} It

1(11 11

< 12 1 1

11 7

94 2 1CDaCD~iD)wwOo

XLS Pl«* 10 of 19

eder associates

<<Q•OoON

touw —z EX S

Is 2g| 5D 0 «/^ '/* **yu £ A.5* :; -S a = £S S < ug^ - J2a-u g< ? toZ ^- J-4C ~ <-— L-,

< |

>•-i/

<

2S3to

-

T,

12 2 n « i"1 if, — J3

03 •* "i "ir.

** ^ - tfi *T rj £ ^ SCD ^ "*1

U-,

•< ^ -vi = -i "1 -r_ rj "^ s •—

ffl J^ ^ =

5 1: =! S TT = 3 a 5a •* -n —1/1

Ul

« i 5 a 2a J S ^ *

il

5

^ s —5 z. z•Ji -J _.

il •— — 41

id !~I J UJ— w •*• —

£ = ^ M =S 2 ^ * s- < i 2 <tfl y: — •< -yj

az— ^jT _r— u

2 -£

i I^ —<——

JC

Z

c:rin^

ri

OT

inum

Ea<

^ p

'

Z

"

~

-

f

V

Z.

~

V

='

•E•<

î•£

V

Z

r-i•C

^^

V

—

JD

V

£

OO(o

JJ

•J

<

V,

2

a-T

_

r j

—

r-iT

•Si

C

Z

«1

-TT

-

E3

•5

--

-O"-o

Z

or^~~"

2

sf^

g2-

-T

*

Z

OO

-orj

m

»r

c

£-iV

ri

z

CQ

—

r-

^«

m

^-C

'-

t^•c

Z

ri3-<-n

3O•JOri

n

iC.c.

c

-

V

*

•

XI

o

._—

r~ri

•

OO

O

u-3

5

'-

-

Z

r-r^

T

1I?.

5

-^

1C

Z

=o3O

~

f

3O

-373•J

i

Z

mr~

—

i .

csiu

m

ciflT

;

_

Z

~

5c

k-j' i

i71

^

if

<

Z

•r.

—

_

§

V

~

V,

J

^

'J

^£.

XI

Z

rl<—i

^

O^•c

'j-j

Z

3O

•rZ

or~r*

_

-T

a

rj

E3

71

-

rl

•/

Z

ri-c.d

V

—

f

'/

^

1--c

v1

=

_v^-J-

_

J

Z

ao

—

r '

V

~

•«

V

•5•?

•<

z

f-l

•J

—

_

V

~

<-*i

V

E

"rj=

O-r~

Z

•a

_

-r

-

E3

T3

5>

^

Z

r-l

OOri

riaor-i

J

r-i

•jc

•N;


TABLE 1 1

SUMMARY 01 METALS DETECIED IN SOIL SAMPLES - 1996 DATA

SITE:SAMPLE ID:

TARGET COMPOUND DATE COLLECTED:(uniii in mj> /kg) AVERAGE DEPTH (ft):

SAMPLE D E L I X Kin (.HOUP:

AluminumAntimony

•\riCinc

lit! Ill III

Cadmium

i 'aluum

r i i r i i i n i u i uCohaliCopper

Cyiiindc

Mil l

1 cadVliigneiiumMjnganeicMercuryNickel

I'ofasiiumSeleniumSodiumI h u l l i u n iVanadium£inc

B-16161 1.535332

1.2511 16

2750 •< (1 64 11

1 1)

178 116 1

1140 •

1433 1 H2 3 5

1 8

69901 9 4

1570

695 n

005 U1 9 1

155 U

< 0 64 U

51 1)

1 3 I I

1 5 2103 •

B-16

167.5-8.535332

H

1116

41)70 *

< 1 2 4 I I1 M

22 1 11

3 5|79il

56 15 5 li

2 8 h< 21 h

l i ooo3 6

2980

1 69 n< 01 t l

2 2 8

187 It

< \ II

81 2 tt< 2 1 I I

1 9 53 7 7

B-16167.5-8.5 D

J53328

BI6

6920 *< 062 I I

1 i (I

25 I 11

4 5

3654

M 163 H

3 2 2071 1)

1 1 7 2 9 8 7

3 5

3960

138 n< 005 U

28 1

238 n

< 062 U

197 1)

< 1 2 1 1

24652 7

B-161 6 1 1 11.5

353321 1 . 2 5t i l l ,

2940 •

< (K,2 11

09) U

1 S 9 It

i 7

NHI

37 1

4 t it

2 ( > 8

I

8040

.1 5

2 1 (HI

105 n

< 0 05 U

21 6

155 1)

< 0 62 U

5S 2 It

< 1 2 I I

1 7 231 8

B-161620-20.5

35332

20.25U I 3

2140 *< < J M I I

( I d 1 I I

1 1 9 I t

1 8

Mho |

JH S N1 1 It

2)1 11*

016 H

59f,U

2 5

1410

76

< 0 05 U1 8 9

209 It

< 063 U

576 11

1 1 ll

1 4 420 1 I

CDa(D

3/21/9TTABLEII XLS hplloTI*

NA FIONA , PRESTO INDUSTRIES, INt:EA CLAIRE, WISCONSIN

TABU; 11

SUMMARY ()l METALS DETECTED IN SOIL SAMPLES - 1996 DATA

SITE:VAMIM.EW:

TARGET C'OMI'OUND DA It COI.l.tC 1 tl>:

(unilsin rnjykg) AVLKAGt:i>t:PII«rt>:SAMPLt Utl.n i:H\ <;ROHP:

Aluminum\mimmiy

•\tSailC

lariurni .illinium

I'aluuin

ChromiumC'ohali

t'oppLf

("yiimdi:

[tin

lead

Magnesium

V1 ui leanest:

\1trcntj

NickelPotassiumSelenium

Si! J] III II

llulliinn

Vanadium£inc

B 16

16311.531. 5

35332

31

HI3

2050 *

< (163 11

069 1)

KM) (t

2 8

1030 in:13 1 N

26 li

22 2 n*

< 015 II

•1670 •

llfi-1

1210

64 8

< 0 05 U

1 8 2

168 1)

< 063 (1

447 1)

1 3 11

II

2) 6 [•:

B 16

1641 41.5

J5JJ2

-II.2Stn.tiyso •

< (162 I)

< 1 ) 6 2 (i

12 It

S 'J

851 HI

1 7 - 1 N

-t li

61 3 11*

< 014 U

•it.-IO

O K

127(1

7 6 5

<: 005 11

70 1

163 H

< 062 11

Sll 5 |!

1 2 H

104

4^ 1 1

B-17

17.5-1

J5JJ2U.75

HI3

3290 *

065 II

< 065 U

106 H

6 2

1450 1

588 N52 11

83 5 n*< 016 1)

84.10

1 2l%0133

< 133 U

63

246 0

084 1)

11.' 11

1 1 II

1 7 2

40 i:

B-17

I7(, (,.5

JSJJ2

6.25

1113

2080 *

< On2 11

< 0 62 1 1

86 II

1 t,

1 1 1 0 1

32 S N

4 1 II

20 6 n*

0 23 UN

4IMI

078

1 4 1 0

1 1 4

< OOS U

2 8 5

228 H

O f > 8 I t

(hi n< 12 I I

II 7

163 \-

B-17

I7III.S-II

JSJ32

1075

1113

3-100 •

11 62 1 1

1 2 It

124 M

S 1

1450 1

318 N

6 2 It

22 2 n'

I) 1') UN

71.00 •

I t

2010

158

< 005 I!

2 4 8

32'» H

< Oh2 11

I I I I t

1 2 II

1 5 8

39 | f CDa(D

of 19

wwoo0)'i-r0)CO

eder associates

<E-<O\oOvOv

crt- ; UJ•^ - iZ a.~ S*£*

c/ -*•s z 5£ z df™ _ sc/i C OD U «Q =G - 2£* a 5O erf J ^H 5 « E-&J ± < UU < r- U]oO t-0. u UJ-J D Q

1 < %5 - ^* H

i f>:*<ss3crt

-

pi60 «i i! *" -r2 9 3 ~. Z. — «i — aBB a -i —

X

i/i00 v >M£ * -i ft t— 2 "* " 388 30 "1

CD T *-*« ^ 2 P 25 1 ^ ! = *

1/1^ "•! ^*r- "7 — wiT "i -i ~ —a » S a

*, -r^

^

t wi "^ r- *"*« 3 « S 5

dJCX

a i >2 = 25 SJ >jj w _

2 d 5 3u P y aj ^ •< «;

.. a. u a XH 2 i ^ 2= < 5 i <c/i M a •< x

az3 —C M- _c.— ii^ —

0 -S

i ice —<

3C

rî

r ^

.or-c^-r

*

c

1*1

,

irin

|[Alu

min

uiii

-

=

V

~"

~

V

a

§

-

^•e

V

—

T•C

V

3-i

<•

-

-C

V

Ml

""

r

aor-

—

3OJ3

-

T•£

V

•f

=.

XI<~-*

<fi

2

r-

S

r^

^

~

p*ao

3

f.

1-1

p-

-rn

m

E3

•5!5

T

2

——

O1*1»

-.i

_—

or-i

"•j"S

Vs.

3-

O3=

Z

o

Z

-

z

r--Tft

5

s:

-

3C

-T

^

<--*

_

•

__

J-n

j£

Tiy.^j

-T

A

C

-oT1 1

._

r-i

.~

3û-i

c.c.3

_

~

V

•c

~

V

Z

T

Z

~^ri

Zd

r-

O

Jj

3

^

s/-

*

r-J

.

_5

*

i/-r35W.

=

~

rj3-

—

-Oao

~S!3-J

r^-O

a

i~j

Op-fN

o

^1-O

orn

||Mag

ncsi

um

r-~

X

X

f

i

n3C

U>1u5Mi3s

-

^

V

^

•—

V

=

3

V

_

~

V

_

1 1

o

1

3-,

•J•Js

o

P-.

n

* iO-PJ

-rTri

•T

u-£,!J

iz

-

m

P.

***

n

a

aoOr-l

^

-Tf

m

O•M

1'5^

-

«

V

n-Oo

V

—

r-i•ao

V

-

<~l-oc

V

_

*r<oo

V

uinuinpsll

=:

>c

31

3-

2

O

_

r-i

„

_so•a

turnpnsjl

-

n

V

n

V

—

f-l

V

—

ft

V

_

rn

V

"5J=

^

-r

aoao

r-irj

•a

[|Van

udiu

m

-

rjr-i

3-

"

LJ

>/3-Oi

r<

rnv^r^

•~jC

N


TABLE I I


SITE:

SAMPLE ID:

TARGET COMI'OUND 1>ATE COLLECTED:

(units in m- ) | AVtU\t;t DEM II (fl):

SAMPLE IIEI IVI.K\ GROUP:

Aluminum

A til iin ixiy

•\rsain:

tannin

'jdmitini

( 'jlciutn

I'lmmiinin('(thali

['upper

Cyanide

run

cad

M.ignesmm

M;inyuncic

Mercury

Nickel

'oiaisiumSeleniumSodium

Irnillium

Vanadium

înc

B-18B

I8B10.5 121)

35332

11.25

UN

2731

<• 062 U

1 1 It

134 H

1 6

1321)

31 1

1 y 11

263

021 H*

6472

1 t

1715

8 7 5

005 U

172002

218 11

< 062 U

542 II

< 12 II

15

237 \

B-lftB

181120.5 21

35332

20.75

1113

2290 •

071 11

U7i It

12-1 IIi

II MO I

154 N

.1 s it

3-4 -1 ii*

< 016 U

5310 '

O H «

1470

f»4 i

< 005 U

I'M

175 B

< [1 64 1 1

7K 1 II

< 11 11

14 3

294 1

B-18B

I8BJI-JI.5

J53J2

3I.2S

HI3

2400 *

065 1 1

( IKS II

21 6 II

2 J

1171) 1

154 N

37 (1

56 n*

< 016 II

5220 *

091

1450

45 1

< 005 U

267

226 B

< 065 If

826 It

1 1 11

107 1)

31 \

B-I9A

I9AU.5 -1.5

35325

1

BI'JA

3450

< (1(0 U

1 < II

17 (> II

< ( 1 2 1 Ii

|>')ll

II 1

4 f. It

i: 3I) 52

91%

1 7

1470

1 1 1

< 005 t)

•>t>

302 11

< 01.2 11

IDS II

1 _> II

20 }

36 1

B-I9A

1916-6.5

35325

6.25

II I'M

2130

MM II

1 1 II

!.'« 11

1 ) 2 1 I I

I2d0

5 7

1 5 It

7 4

OM

5070

U(i3 fl

1400

42 ')

< 005 I)

(>5 1)

204 11

< 06} |l

IN 1 II

1 1 II

10 (i

46

S/2l/»TTAfll.EII XLS PifltlSoT)9

CDaCD->0)MWooCD'i-t-0cn

eder associates

5Q

crt

CflDQZ

it/iU0.

Z«

— •

2

G5 Hw ^£ << H_JU

LU

—

o(/>~£~*

1HUJ

1]f-LU

C/3

0 ri 5 u-, **, _A r^ *** ^

BS e ™ ^ «

-

T ^ — — —Cfl -r ^ "i so

^ • ô» IM --, M ^

T "- — •" •"SB M i; *N £9

tr,

^ — S "* s>~ M ~ "~ 3

** T r« "* ^

as < ^ — a

I = iJJ a. C

a P y a

uj £ ^ ? S

« i S •< as

az£ -JS

3 .5H rS '=O 3X ~

H

^r-i

~

• r.

*(

z

ijn

CM

|| \lu

min

uni

-

cj

V

_

_

V

fZ

^

V

—

-o

V

1

=

*^*

_^

, —

^"

Z

_

s-

£;

-

c.

~

•r.

'

^

T—

&

*f

Z

_-.

-T

~

E

1

-nO

V

_

i~t

V

4<

Z

_

-

V

i:

r-iO

V

uinntipr J|

T

^^

»

^f

Z

1

or~

•2

__ p

~

V,

ff

z

-

so

j

~

T

_

^

Z

_

JO

Cfl

5

1

—

'f.

*£z

oo

(NSO

•Jc.

-

""*

/_

-o-_*

V

-

•*

.

/

—

Z

V

—

-c

V

|

_^

^

-

^ '

^

Z

•o

O

so

g

r i

^

—

^fz

|

fN

fl

£>

~*

- ,

~•

^"

Z

•c

o

|[Miig

nesi

um

r-i

"

,r

^f.

^

Z

n

ô

S

•r.—~"

'

-

•f.__>

V

^Z

_

i

V

—

•f.

J

C

T^r,

»

-T

^

Z

—

t—

u-iSO

-A

Z

=

«c

„

^j

<£-%.

„.

n

a

00O

1

-

^*

"

'

-

&O

V

^*Z

-

r-i-co

V

—

-o

V

IJsc

lcni

um

r-tî

-

.|~

V

^

z

—

n

S

^t

|[So(

litim

-

-

— *

'

^

Z

-

u

V

—

«

V

E

-C

*/*!

———

1

^

Z

r--T

^

uini(it!iin/\— -

so

«£

Z

-

r-iTf

UC

N

eder associates

<t-<Qo3v^

,CO

U ^2 CL

SS 2 <— J *-• C/5

i* 2 df^ Sr Sco C 33 0 *»Q W - Z

5s ^ 5O m J -^ S 5 rco B < OUJ <• L- ^

as _i Ha. o tu-J 3 Q

< < COg2 ^^ f-

i !>as<SS3CO

"5o ? * ^2 *f* ^- ^* ^*" ' f^ J*

eo ^ " * as ^<N

n -o0 ir ^ !C **"^ = **• S —oa ?3 ~ ^ a

0 &.rt

•

® i^ ? £ "*M T ^ r-; ^

a - r ^ 3s ^ —fM

e ^ 5 - <*H i , £: ô *OS •« - x3 *

A.*

Oas

•ii Z ™*

—— ^ i•^ i -= — ^ —M ~ w ^

r ^ •* rJ I S w s" * " • < > *w vi a •A

r-i

-

=

1*1

^

-

r--r

-

ft

-•a

_

fi^,

j

-

_ri

V

-

ri

V

-

ri3

V

•5,"

r-r^

~

ll

_

r j

PJ

_J^T

__

-

T

-

l~*

|

^^

^

r-i

=

r*1

a

^

2

3O

i-

T.

X•c

or-

3-

33

CT^

C.C.

_

C

~

<-

••c

V

-

=

—

—

V

s>.

=

-r

~

^

_

r~

3CI/-,

=

2~

,«,r^

— •

_

•rau

=

~

OPJ"i

^_,

-T

-r

c

cHO

S

-T

f~

it-,

•OWJ

•r-c

r*V30«1

^

obca7

_ K

—a

V

=w-1

o

V

•SI

V

—

W1oo

V

u3

^_

ri-C

a

r«ir~-

r*"i

r-4

"U-iuZ

—

r^rt

S

«/->OO1-1

ffl

1*1-Crj

e

F-n

fN

»-.

i

_

P"

-C

O

V

-

(-1•aO

V

<-4-c

V

—

<-»!•ao

V

c"u•y

_

TI~-^

-

"-,r--

S

<?>

i/-.

=

•*•3fli-

5ô•/•

_

r*.

~

/

-

-

V

ri

V

—

~,

V

"5

„ ,

_,3O

'«

1*1

^ri

r~

~2

5>

™T

O

«-lToo

O

ucN


TAUI.E 1 1


SITE:SAMPLE ID:

TARGET COMPOUND DATE COLLECTED:(units In iii^'kg) AVERAGE DEPTH (ll»:

SAMPLE DKIJVKin GROUP:

Aluminum

AmmiiwyArsenic

Barium

ltcr> Ilium

Cadmium

Calcium

Chromium

I'ohall

I 'upper

Cyanideron

leadMagnesium

Manganese

vfcrcuryNickel

I'olassiumSeleniumSilverSodiumThalliumVanadium

/.iiiL

B202030-30.5

9/17/96

30.25

BI9A

1830

06) II

I 1 H

112 H

< 021 H

< 021 H

767 H

6 3

2 6

68 It

< 016 II

4130

1)99

1090

794

< 005 U

62 B297 11

< 063 11

< 021 II

67-1 H

< 13 II

8 1 II

142

G-l<, 1

9/24/96

0.25

1IIJ

3420 •

< 0 1. 1 11

o 98 it142 I I

< 02 II

7 3

1460 T

539 N

•1 I II

646 n*

0 19 UN

7dSO

3

2000

804

< 005 11

307

246 It

< 061 11

< 02 H

110 II

< 12 H

1 6 9

64 7 I

C-l

c; i D9/2-1/96

0.25B13

2655 *

< 001 (1

081 It94 It

< 02 II

65

1384

52 5

34 B

4601 *

0 19 It

6032 *

3 2

1496

678

< 005 U

238168 B

OS R

< 02 II

72 1 11

< 12 II126532

C-2

G-29/24/96

025

1113

3i)40 •

0 < > 8 II

1 7 It

289 I t

< o : i ii2 9

9030 i:68 2 N

1 ) II

12 n«

0 3 BN

%70

21 :3250

146

< 005 U

2 2 4

382 11

< 064 I)

< 1 1 2 1 11

124 11

< 1 t II

1 7 2

396 I-.

NPII.ISS-A

M'll.ISS t

•j/4/y&0.25

M'l

2520O f . ( 1

1 1 II21 11

< 02 1 i

055 11

1680

22 5

1 i It

194

< 015 U

8070

') 1

1810

102 n

007 It

188

165 It

< 06 II

< 02 ll

422 1)

< 1 2 1 11 7 2

385

Vil,'«7 MBIfc l l XLS

CDato—\

0)wwonQ)r-r(D0)

eder associates

Z

UJ Z

P UJ"fe^S 2a. r )

Z <

<Z

LLJ/^

I

-J

O5/3 "~ Z

S S< uH W

UJQ

UJ

09 —(fl ai oc/J -f. * i/i ——— —— <M i

si — i; °" z

a. i. "

1" *»

— ji ? S i

Z Z

a.'Oac

a S >w = 5S £ >^ s -

-J P w U

,•: i JJ — E

7 A = < ^

2

1 |3 =w •—

i is-

or-|-f

n

Ec'i3

<

O

V

—

f

'

£•

|

-

™«

-o

J

r-

„,

ifl

1

C

V

_

_

V

E3

"E-u

r-lO

*»

£

|

1

O

3O

^

•O-T

•Cr*

s35

-C^

CC

j-i

T

£

-r-i

r

a.

T

O

V

_

r

•

-3

3

•f.•c

X

5

T-T

^

|

O

;;

]c

iO

_

-

a

1

_

s

V

~

s

V

•j•j

£

r-l

Z

^—

-

—

^

E3

a

—

-

V

— .

*

•J

E

13•f

_

-

V

—

1-1o

V

•:=

~

nT

— >

3-

-r

E3•3O

•si

-~

~

V

-^

ri

E3

"(3.c

r--T

-

E3•5ca

r-i

5

^

eder associates


TABLE 12

PRELIMINARY CAPITAL COST ESTIMATE fVADOSE ZONE SOIL1ALTERNATIVE V-l - NO FURTHER ACTION

Description

Contaminant Transport Modeling

Backfill Lagoon

Engineering Design

Construction Administration

SUBTOTAL

Contingencies (@ 20%)

TOTAL

Estimated Cost

$ 40,000

$250,000

$ 10,000

$ 5,000

$305,000

$ 61,000

$366,000

NOTES:

Cost estimate does not include operation, maintenance and monitoring costs for the IRAsystem at the southwestern portion of the NPI site (estimated 10 years of operation requiredunder this alternative).Assumes $5/cy to place on-site fill material in lagoon.

U.V59SOWT

eder associates


TABLE 13

PRELIMINARY CAPITAL COST ESTIMATE CVADOSE ZONE SOIL!ALTERNATIVE V-2 - SOIL VAPOR EXTRACTION

Description

SVE System InstallationSite WorkEquipmentEquipment BuildingElectrical Controls

SUBTOTAL

Backfill Lagoon

Engineering Design


SUBTOTAL

[ ,._Contingencies (@ 20%)

TOTAL

Estimated Cost

$ 60,00012,0008,000

20.000$100,000

$250,000

$ 30,000

$ 20,000

$400,000

$ 80,000

$480,000

NOTES:

Cost estimate does not include operation, maintenance and monitoring costs for the IRAsystem at the southwestern portion of the NPI site (estimated 5 years of operation requiredunder this alternative).Assumes $5/cy to place on-site fill material in lagoon.

LLV59IO RPT

eder associates


TABLE 14

PRELIMINARY CAPITAL COST ESTIMATE fVADQSE ZONE SOIDALTERNATIVE V-3 - COMPOSTING IN BIQPILES

Description

Excavate Soils

Composting in Biopiles

Return Treated Soil to Lagoon and Backfill

Engineering Design


SUBTOTAL


TOTAL

Estimated Cost

$ 1,800,000

$ 6,000,000

$ 850,000

$ 30,000

$ 40,000

$ 8,720,000

$ 1,744,000

$10,500,000

NOTES:

Cost estimate does not include operation, maintenance and monitoring costs for the IRAsystem at the southwestern portion of the NPI site (estimated 5 years of operation requiredunder this alternative).Assumes the following unit costs:

$15/cy to excavate soil from lagoon$50/cy for composting in biopiles$ 5/cy to place treated soil and on-site fill material in lagoon

LLV59SORPT

eder associates


TABLE 15

PRELIMINARY CAPITAL COST ESTIMATE O/ADOSE ZONE SOILÎALTERNATIVE V-4 - OFF-SITE LANDFILLING

Description

Excavate Soils

Off-site Transportation and Disposal

Backfill Lagoon

Engineering Design


SUBTOTAL


TOTAL

Estimated Cost

$ 1,800,000

$10,200,000

$ 850,000

$ 20,000

$ 30,000

$12,900,000

$ 2,580,000

$15,480,000

NOTES:

Cost estimate does not include operation, maintenance and monitoring costs for the IRAsystem at the southwestern portion of the NPI site (estimated 5 years of operation requiredunder this alternative).Assumes the following unit costs:

$15/cy to excavate soil from lagoon$85/cy for off-site transportation and disposal in a non-hazardous waste landfill(Source: Jackson County Landfill, Black River Fall, WI - from NPI FS report)$ 5/cy to place on-site fill material in lagoon

LLVS9»0 RPT

eder associates


TABLE 16

PRELIMINARY CAPITAL COST ESTIMATE fWASTE/SOILIALTERNATIVE S-1 - CONSOLIDATE AT MRDS FOR CAPPING

Description

Move Waste/Soil from Temporary Stockpiles to MRDS

Engineering Design


SUBTOTAL


TOTAL

Estimated Cost

$ 70,000

$ 5,000

$ 5,000

$ 80,000

$ 16,000

$100,000

NOTES:

1. Assumes $7/cy to move waste/soil from stockpiles to MRDS.

LLV59IOWT

eder associates


TABLE 17

PRELIMINARY CAPITAL COST ESTIMATE (WASTE/SOIL^)ALTERNATIVE S-4 - OFF-SITE LANDFILLING

Description

Remove Waste/Soil from Temporary Stockpiles and LoadOnto Trucks

Off-site Transportation and Disposal

Engineering Design


SUBTOTAL


TOTAL

Estimated Cost

$ 70,000

$ 850,000

$ 10,000

$ 10,000

$ 940,000

$ 188,000

$1,130,000

NOTES:

1. Assumes the following unit costs:$7/cy to remove waste/soil from stockpiles and load onto trucks$85/cy for off-site transportation and disposal in a non-hazardous waste landfill(Source: Jackson County Landfill, Black River Fall, WI - from NPI FS report)

LLVS9SORPT

FIGURES

eder associatesFIGURE 1

500'I

Scale In Feet

SITE PLANNATIONAL PRESTO INDUSTRIES, INC. SITE

EAU CLAIRE. WISCONSIN

Access Road

NPIUSSA- -NPRJSS8

Top Of Slope

Bottom Of Slope

0I

80I

Scale In Feet

112696SW49716D

LAGOON No. 1SAMPLING LOCATIONS


© Soil Boring Location• Soil Grab Sample Location

(September 1996)A Soil Boring To Characterize

Subsurface LithologyNOTB

B-1 Through B-7 DrilledIn September 1995

B-8 Through B-20 DrilledIn September 1996

<Da<D

8nro w

Access Road

NPIUSSA- -NPIUSS8

Top Of Slope

Bottom Of Slope

S497-16E112696

LAGOON No. 1CROSS SECTION LOCATION


© Soil Boring Location• Soil Grab Sample Location

(September 1996)k. Soil Boring To Characterize

Subsurface Lithology

Cross Section Line

NOTBB-1 Through B-7 Drilled

In September 1995

ff-ff Through B-20 DrilledIn September 1996

0>Q_0

i

OJ CO

A A'B-08 B-09 B-12A B-13 B-1 3-17 B-18BB-01 B-02

IIs-S>£3

oou-•

870-

860-.

850-

840-

830-

820-

nin —

11</ND '

11/4136 '

10</1496 '

10</ND

1CX/ND ,

10</ND

i10</ND

780/ND 18/ND

99/5565 10-c/ND.

10</NO 10</ND

10</2000 10</ND

10</i530 10</ND

10</ND

520/23.63

10</10530

10</ND

10</NO

12</ND

10</4240

38/NO

33/ND

10</NA

KK/84110.

23/ND1K/3408

10</206710</ND

10</NA

1K/187BIK/3.616

10</3261

IK/ND'

1300</NA

10</NA

1K/NA

10</NA10</NA10</NA10</NA1K/NA10</NA1CK/NA

21/NA

1K/N/

</

1K/N/

1K/N/

10</ND

10</ND

1 1 </ND

- OOU

-870 ^

* ^

- 860 3s>, .4)

^<

-850 !•4s*tj

-840 ij

-830

-820

- «in

SK497-16F071597

Horizontal Scale: 1/8" = J'-O"Vertical Exaggeration x 5

LEGENDB-08 Soil Boring Location And Designation

Laboratory Analytical Data/Portable Gas.TO/NO chromatogroph Data

Indicates Compound Was Reported BelowThe Method Detection Limit Of 10 ppbND - Not DetectedNA - Not AvailableAMSL - Above Mean Sea Level

All Concentrations In ppb LAGOON NO. 1

VERTICAL PROFILE OF 1.1.1-TCA CONCENTRATIONSNATIONAL PRESTO INDUSTRIES, INC.


o

(DQ.0>-t

soc ^

TO 0)

W

A'B-08 B-09 B-12A B-13 B-16 B-17B-18B B-01

IISQ>

Horizontal Scale: 1/8" = 1'-0"Vertical Exaggeration 5


Laboratory Analytical Data/Portable GasChromatograph DataIndicates Compound Was Reported BelowThe Method Detection Limit Of 10 ppbNO - Not DetectedNA - Not AvailableAMSL - Above Mean Sea LevelAll Concentrations In ppb

.26/ND

10<

B-02880-

870--

860-

850-

840-

830-

820-

om-

(

1

1 1 <,/ D /

12/460

1CK/301

10</27

10</126

10</234

1CK/231

26/112 53</ND

5/114 10</ND

10</ND 1CK/ND

.10</48 10</ND

10</68 10-C/ND.

10</59

52</123

10</ND

10</ND

10</ND

12</ND

10</ND

1K/NA

i10</NDiNA/ND

i10</ND

10</NO '

1K/ND10</ND10</ND

10</NO

10</ND

52</ND

10</NDIO</ND'

1K/ND

1 1 </ND

10</NA

1K/NA

10</NA10</NA10</NA10</NA1K/NA10</NA10</NA

10/NA

10</NA

1K/NA

10</ND

i10</89

1K/NA

-880

-870•

-860 -s

-850 ^

-840 |H «

S-830 S

-820

-om

SK497-16H071597

LAGOON No.lVERTICAL PROFILE OF TCE CONCENTRATIONS

NATIONAL PRESTO INDUSTRIES, INC.EAU CLAIRE. WISCONSIN

0>Q.<D

S|§TO JB

cn GO

B-08 B-09 B-12A 8-13 B-16 B-17A'

B-18BB-01 B-02

Horizontal Scale: 1/8" - 7-0"Vertical Exaggeration 5


Laboratory Analytical Data/Portable GasChromatograph Data

10< Indicates Compound Was Reported BelowThe Method Detection Limit Of 10 ppbNO - Not DetectedHA - Not AvailableAMSL - Above Mean Sea LevelAll Concentrations In ppb

DOU-

870--

-N 860-

8 -•-o 850-J>1

.8 84°-4wStoCy 830-

820-

4/66 —————————

1 JO/428

1CK/194

10</ND

10</ND

10</NO

10</ND

320/107 12/76

61/369 10</ND

10</34 10</ND

10</148 10</ND

10</126 10</ND

10</ND

62/258

10</44

10</ND

10</ND

12</18

1 0</1 5

4/ND

15/ND

10</ND

10</29

1 1 </38 12/4410</75

10</27 1Q-C/4010</10

11</17 IK/NO

,10</42 1K/11

1300</ND

i10</ND

1K/ND

.10</NO

.10</ND10</ND.10</ND1K/NDi10</NDi10</ND

2/ND

49/ND

11</ND

10</ND

1K/ND

1K/ND

10</ND

10</ND

,1 i</ND

p oou

-870

-860 ->,

- S•r BSD .?1

-840 §-«21

-830 Cj

-820

SK497-16G071597

LAGOON No.lVERTICAL PROFILE OF PCE CONCENTRATIONS


<DQ.CD

g

i!70 P>m ®o> o>

APPENDIX A

BORING LOGS AND BOREHOLE ABANDONMENT FORMS

£1 3

litf7 ^ N

r f~, cr

S <. O

S 3 5C-: 3 -J-.

n' fr E.

3- '*•*-. p; '

- = ^

'£ 1 *2 ? ^° 3 £>

_ 3 n

^ 3 ?T3 — 0 '°- o 3

i|- i^ ?• °Ji 3 -^r; *~*

illif o.

"• Tlcr oO -i

- 3^ Cr, **o o

to 3

3 o

O

00w'

wr\i

vV1j

3

2?2 §

Lft O . 1^ MLJ o r-L/i 3 t

î w yo o_ Z

? i: mx • ^p>-

»-n "*J

-- 9

5TOn

no

|=ro

rmalion on this form

is

cn

1n

o

o

no*

o

o

FTo.n

u -

1 - i ^ JI 1 . ^ • ril

â s - - s ; o 5 ^

| , , : , , , , , | , , , , | , , , , | , , , 1 | 1 1 1 1 | . . 1 . | 1 . , 1 | 1 . . 1 | I 1 , I | 1 , , , | , , , 1

_ _ _ - v O O o - J O < - n u - l i o —

^Z 03

S in ô <gm z73 O" , pj

C^3 ?OQ. >a >a. <

? r

O O O " O ' " O O 0 O O O ' ' Q ' O ' O O

0 . D . O' . ' . ' P O . P O O . . ' O . O . . O . O

LJ O

2 2

Number tni

Length (in) 1-Recovered

Blow Counts

Depth In Feet

a. om n c;fv^ ^N J .^~~.

o ft ?33 - 0 0o^ oS rjq *"

i£f. n Do ^ rt-1 O W>iff

? §

u s e sGraphicLogWellDiagram

P1D/FID

StandardPenetrationMoistureContent °Liquid 5Limit "gPlastic sLimit

P200

RQD/Comments

nmg» 3= -5nS.re

— Ooe Z

JOn3

O0o.o

w *•c -21E.I

or, n:C =!

5 ^1—i 3

__

1 of Section

H /•

tn'TO

I co c

r0

c

nn 1

13

n

DD5: m

Oz

t:r.

o

Z

3?

C

c:

Com

mon W

ell

B-1

zr.

-n3

g

^•n »8 3S f

c

rirr

mo

o —— 02 3r-

CDo3-o

O 5

O ?5

ac/i

CD93 5M '?.

r =;O o3 o-

re ~.U -n

ft' 3ne and name ot crew

cS

choenberg

O

o

0OO :

1 IrsQ.

O

oD

OO E:

S frc

~~- nu> 3

33 ?

en2

g.

•nT3 on -

° 3"o

2

I

ro

V.

3

2onuon

c:3

g|

C3rs

?^3

Zw

P73r,V-

cnr,y.

ODD* m v

3 Cvi n ^

3 ^ <£ 0 ^£ 3 Wo " -~* r.

r,(/iT3

5

r.

QDDDo ^ c z^ n n -

H ?" £ S0 a 0c o.R -i" 1

yi

3j-X

? r:n

o

i

03

3ft

State ol WisconsinDepartment ot Na tu ra l Resources

Soil Boring Log Information SupplementForm 4400-122A 7.4

Boring Number B-l Use only as an attachment to Form 4400-122. Page 2 of 3Sample :

•-§1

2 So O§ c '-*

J^ , ] ^^

3 • ^ 0

4

2.0

||1

V)

|

54457

791216

56911

681215

^H 1

5 Soil/Rock DescriptionU. '

uC

---13~

And Geologic Origin ForEach Major Unit

_

-14-_-15;;r16

--17

--18-~-19

-

r20

-21

-22

— 23TO:K0 i ' r "8 • 2.0

9 • 2.0

4101119

61218

_— 25--— 26

— 27

NO RECOVERY

I_TO '_

uOO

ID 0.50 .

. ' . 'o

o

a

' 0 . ' .

, . 'a

o . .

. ' . 'o '

o . .

. a

o' . .

. a

0 . .

. a

o' . ' .

. 'a

o' . ' .

. o '

o . .

' . 'o

o' . ' .

' . 'oo' . ' .

. a

o' . ' .

'a

S2

io

, o

o

. a

o . .

. a

o .

' . 'a

o . .

. a

o

Qu.Q(X

Soil Properties

-3 '=i5 2-3 33 5on a.

9

21

15

20

12

21

30

uk. ~~7, i'5 SSu

M

M

M

M

M

M

M

-3 _

JT ='Jj J

sla. j

8a.

5u

or§

10 U 2.0 51 8_

101

•M1 1 M :.o | 4

13 4

-29

-— 30-~_-31

-12

O •

. ' "a

o

a

!' o' ' i

. 1: 3

16 M

9 M1

i

I

as m8 O

IoT•a

(fq

^ ^ •* t-J I-J0-1 b b

o — — .—r~ ^ oo CT* o\ Q Q - ^ J - ^ J C T V I _ «

^J Ov Ut *k u>

SAN

DSTO

NE

P . O' . ' . " O' . ' . ' O' , ' , " O' . ' . ' O ,

O Z Zj

2 2 2

lumber

êngth (in)Recovered

31ow Counts

Depth In Feet

Soil/Rock DescriptionAnd Geologic Origin For

Each Major Unit


PID/FID

StandardPenetrationMoistureContentLiquidLimitPlasticLimit

P200

RQD/Comments

B>

If

£

TpO-ann

COo5'-z.c

"*

I

Use onlv as an attachm

ent to Form 44

toi j

•un

0

^ o

!i

Tl CO

i =•'

u (ro!>J r

300

T3_aa

Slate of Wiscons inDepartment of Natural Resources

WELL DRILLHOLE, BOREHOLE ABANDONMENTForm 3300-5W 11-89

All abandonment work shall he performed in accordance with theAdmin. Code, whichever is applicable. Also, see instructioas on

provisions of Chapters NR 1 1 1 . NR 112 or 141, Wis.back.

(1) GENERAL INFORMATIONWell/Drillhole/Borehole C

Location

1/4 of 1/4 of Sec.(It Applicable)

Gov't LotGrid Location

f, n N. n s

1 ( 2 ) FACILITY NAME Presto-ounty

Eau ClaireD E

• T. N; R. .. CD W

Grid Number

ft. HE. D w.Civil Town Name

Street Address of Well

City, Village

Eau Claire

original Wel l uwner di Known/

Present Well Owner

! PrestoStreet or Route

City, State. Zip CodeEau Claire, WI

Facility Well No. and/or Name

B-l(If Applicable) WI Unique Well No.

Reason For Abandonment

Test BoringDate of Abandonment

08/30/95WELL/DRILLHOLE; BOREHOLE INFORMATION(3) Original Well/Drillhole/Borehole Construction Completed On

(Datel

LJ Monitor ing WellD Water Well[3 Dri l lholeLJ Borehole

Construction Type:[X] Drilled CD Driven (PI Other rSper.fy^

Formation Type:C*J Unconsolidated Formation

Construction Report Available''C3 Yes D No

Sandpoint) LJ Dug

D Bedrock

Total Well Deplh (ft) Casing Diameter (ins J(From groundsurface)

Casing Depth i Ft .)

Was Well Annular Space Grouted. 'If Yes. To What Deplh?

IH Yes C No _ UnknownFeet

(7)Sealing Material Used

Bentonite Chips

(9) Name of Person or Firm Doing Sealit

Boajt Jônsvear ^.,Sign/wfe of Person QullTli WodT^'

fr~**~*— / r^^S^Îf y ^^^\m **"Street or Route

101 Alderson StreetCity, State, Zip Code

(4) Depth in Water (Feet) Dry

Pump & Piping Removed? CD Yes CD No S Not ApplicableLiner(s) Removed? CD Yes CD No £3 Not ApplicableScreen Removed? CD Yes CD No [E3 Not ApplicableCasing Left in Place? CD Yes CD NoIf No, E x p l a i n

Was Casing Cut Off Below Surface? CD Yes CD NoDid Sealing Material Rise to Surface? S Yes CD NoDid Material Settle After 24 Hours? D Yes ^ NoIf Yes, Was Hole Retopped? CD Yes CD No

(5) Required Method of Placing Sealing MaterialK Conductor Pipe - Gravity CD Conductor Pipe - PumpedCD Dump Bailer D Other (Explain)

(6) Sealing Materials For monitoring wells and1 1 Neat Cement Grout monitoring well boreholes onlyCD Sand-Cement (Concrete) GroutLJ Concrete CD Benlonite Pellets1 i Clay-Sand Slurry LJ Granular Bentonitei _ 1 Bentonite Sand Slurry 1 _ 1 Bentomte-Ceir.ent GroutLA! Chipped Bentonite

No. YarFrom (Ft.) To (Ft.) Sacks Sea

or Volur

Surface 37.5 11 Bi

ig Work

DatpSignedjfgZ ~\ c c

(W^-^-^-ff>KVftX&KDai£:R-c«;Ne<Kbts£<£tta: : :•:•: :

Telephone Number } X-X-X-X X-X-X-X X-X-X-:- • -X(715)359-7090 ' iPaliow-iip-Nccessarv.-:-:-: : x :

3s,lant Mix Ratio or Mud Weightne

igs

<:<3VW^:^fei3Wy::x:x:x:x:::x:::x::x:x : : ::x DisKii2iC&Mrtt¥:x:::x;::x::-x.:::

Schofield. WI 54476DNR/COUNTY

State of WisconsinDepartment ot Natural Resources

Route To:D Solid WasteD Emergency Responsed Wastewater

D Haz. Wasted Underground TanksI I Water ResourcesD Other

Soil Boring Log InformationForm 4400-122 7-91

Page 1 of 2Facility Project Name License/ Permit/Monitor ing Number

PrestoBoring Drilled By (F i rm

Boring NumberB-2

name and name of crew chief) Date D r i l l i n g Started Date D r i l l i n g Completed ^ D r i l l i n g MethodBoart Longyear-Eric Schoenberg

DNR Facility Well No. W] Unique Well No.

Boring LocationState Plane

1/4 of

8/30/95 8/30/95Common Well Name Final Static Water Level Surface Elevation I

B-2 Feet MSL Feet MSL

HSA

torehole Diameter

7.0 InchesLocal Grid Location (If applicable)

N, E

1/4 of SectionCounty

Eau ClaireSample

t_£EZ1

,

3

1!\

"c'-o'•=•£!

DO OC 03 oi

s/iHoU

_om

iijU-

T N,R

Ut D N D ELong ° ' " Feet D S Feet D W

DNR County Code18


^ Each Major UnitH.X)

2.0 , 1 -

'

2 0

2

2; 2

35

2.0 568

-— i~_-2-I-3~

-4

— 5

— 6

— 7

r8

—9

— 10

— 1 1H r

H2

|

Br Med SAND and GRAVEL

toUco3

Civil Town/City/ or VillageEau Claire

o

fg>a jo

o

' o' . ' .- . O

o . .

. . 'a

0 .

. . a

o' . ' .

. 0

a

o . .

. 'a

o .

. a

D , •

. 0

o .

. ' . 'Q

o . -

. . o

o . .

Q

0 .

=5.1^ Q

Q

QEL

1

Soil Properties

O

S <*ra k-

11OO CL

2

5

14

a

D .

UUi w

5 5S uM

M

M

."H —a- E'J '3

3'ECL -J

8(NCL

V)HUQ 1O o06 U

I hereby certify that the information on this form is true and correct to the best of my knowledge.Signature Firm BOART LONGYEAR

101 Aldcrson Schofield, Wl 54476-0109Tel: (715) 359-7090 Fax: (715) 355-5715

This form is authorized by Chapters 144. 147 and 162, Wis. Slats. Completion of this report is mandatory. Penalties: Forfeit not less than S10 normore than S5.000 for each violation. Fined not less than $10 or more than $100 or imprisoned not less than 30 days, or both for each violation.Each day of cont inued v i o l a t i o n is a separate offense, pursuant to ss 144.99 and 162.06. Wis. Stats.

State •)[" WisconsinDepartment of Natural Resources

Soil Boring Log Intormauon SupplementForm 4400-1 22A 7-91

Boring Number B-2 Use only as an attachment to Form 4400-122. Page 2 of 2

Sample '

Num

ber

Leng

th (

in)

Reco

vere

d

1

t

</)Su_om

35710

10101214

uuU-cAS.uQ

_:r13--14-"-15

--16

-17

-18

-19

-20

-21

-22

1 "S— L3

r

4

1

i-24

SO/. 4

50/.2

_

-25

-26_--27:~

-28

-29~--30


Each Major Unit

SANDSTONE

SPOON REFUSALEOB 30.5Backfill w/Holeplug

GO

UooD

-.j

hO .

. o

0

. a

' o' . ' .

. . ao , .

. ' . 'a '

o' . ' .

. a

0 . ' .

. a

o' . ' .

. Q

O . .

. 'o

O . .

. O

o . .

. o 'o' . ' .

. 'o '

o' . ' .

- a

o . ' .X . .

• <K

X

X . " ,

" . ' .XX

' . ' X'x " . ' .' . " .*'x ' . ' .' ' .* .'x ' . ' .' ' X

X

K

X . .' X'

X

' . ' . * .X ' - -

V

'x " . ' .

L-i« ôU ^5

^5 PID

/FID

Soil Properties

Stan

dard

Pene

traiio

i

12

22

50

50

Moi

stur

eCo

nten

t

M

M

M

W

-a —'3 -5a1 eJ J

— *.•-/] 'rM C

O. '.-

8rjCL

</:CU

Q =0 ~ai U

SL.tc of Wiscons inDepartment of N a t u r a l Resources

WELL D R I L L H O L E . BOREHOLE ABANDONMENTFurm 3300-5W 11-89

All abandonment work shall be performed in accordance with the provisions of Chapters NR 1 1 1 . NR 112 or 141, Wis.Admin. Code, whichever is applicable. Also, see instructions on back.(1) GENERAL INFORMATION 1(2) FACILITY NAME Presto

Well/Dnllhole/Borehole CountyLocat.on Eau Clajre

n E1/4 of 1/4 of Sec. ; T. N: R. CD W

( I f Applicable)

Gnv'r I nt Grid NumberGrid Location

ft. n N n s., rt. n E. n w.Civil Town Name


City, Village

Eau Claire

Original W e l l Owner ( i l Known)

I Present Well Owner1

PrestiStreet or Route

City, State, Zip Code

Eau Claire. WIFacility Well No. and/or Narm

B-2: (If Applicable) WI Unique Well No.

Reason For Abandonment


08/30/95WELL/ DRiLLHOLE/BOREHOLE INFORMATION(3) Original Well/Drillhole/Borehole Construction Completed On

mate)

LJ Monitoring Well Construction Report Available?D Water Well K Yes CD NoE3 DrillholeCD Borehole

Construction Type:^ Drilled CD Driven (Sandpoint) CD Dug[~1 Other (Specify)

Formation Type:K Unconsolidated Formation CD Bedrock

Total Well Depth (ftl Taxing Diameter f i n s . )(From groundsurface)

Casine Depth (Ft )

Was Well Annular Space Grouted? 1 _ ] Yes 1 _ 1 No ' _ UnknownIf Yes. To What Depth? Feet


Bentonite Chips

(4) Depth to Water (Feet) 2.9Pump &. Piping Removed?Liner(s) Removed?Screen Removed?Casing Left in Place?

D Yes D No ^ Not ApplicableD Yes D No S Not ApplicableD Yes D No S Not ApplicableD Yes D No

Was Casing Cut Off Below Surface? D Yes CD NoDid Sealing Material Rise to Surface? ^ Yes CD NoDid Material Settle After 24 Hours? CD Yes ^ NoIf Yes. Was Hole Retopped? CD Yes CD No

(5) Required Method of Placing Sealing MaterialS Conductor Pipe - Gravity CD Conductor Pipe - PumpedCD Dump Bailer CD Other (Explain)

(6) Sealing Materials For monitoring wells andCD Neat Cement Grout monitoring well boreholes onlyCD Sand-Cement (Concrete) GroutCD Concrete | CD Bentonite PelletsCD Clay-Sand Slurry ' CD Granular Bentonite! 1 Bentonite -Sand Slurry i LJ Bentonite -Cement Grout1X1 Chipped Bentonite

No. YaFrom (Ft . ) To (Ft.) Sacks Se

or Vol

Surface 30.5 10 E

rds..alant Mix Ratio or Mud Weightjme

tags

(8) Comments __ ———————————————————————————————————————————————————

(9) Name of Person or Firm Doing Sealing Work

BoanJôngyear ,SigigWre of Per SUM P U P I L Wo/fe/

tr~*^- / &*<£-*Street or Route

101 Alderson Street

Dape Signed

<~£1-/Z-Q5Telephone Number

(715)359-7090Ciry. State. Zip Code

Schofield. WI 54476

m^-:-:--:--:--:--:--:--:--f^KDaio:R«*lvc

Rqv.cew«/Ijc

JRal)OK;Hp-N

•*

??cc

trtspe:

ssjor-'-

*ssary

ON:tett

.'.'.'

*:SK:C-pV?crc-.-.-.• 1

ySEQWtYx:>ts*tXXC oXrit%.•:•:-:•:• ;:;:i

:'•:'-}'•'•i

DNR/COUNTY

State nl Wiscons inDepartment ot N a t u r a l Resources

Route ToD Solid WasteI I Emergency ResponseQ Wastewater

_! Haz Waste_J Underground TanksD Water ResourcesD Other

Soil Boring Log InformationForm 4400-122 7.9!

Page 1 of 2Facility/Project Name

PrestoLicense/Permit/Monitoring Number Boring Number

B-3Boring Drilled By (Firm name and name of crew chief) Date Dril l ing Started Date Dri l l ing Completed

Boart Longyear-Eric Schoenberg

DNR Facility Well No. WI Unique Well No.


1/4 of

8/31/95 8/31/95

Common Well Name i Final Static Water Level Surface Elevation 1B-3 1 Feet MSL Feet MSL

Drill ing Method

HSA

lorehole Diameter7.0 Inches

Local Grid Location i If applicable)N, E U« "' " n N a E

1/4 of SectionCounty

Eau ClaireSample |

Z

1

2

3

4

|j1

|

^

'e-o'•— ' i!So cC 0U \JJ Oi

2.0

33

CJ

3

56

7

uU.C

E.uQ

---1-

-2_

— 3

— 4

— 5

— 6

-

2.0 9

2.0

101012

66910

20 6

-7

-8

— 9

— 10

-1 1

f-P-

T N.R Long ° ' " Feet D S Feet D WDNR County Code18


Each Major Unit

Br Med. SAND and GRAVEL

GO

U^n3


too>- ca -io . .

. o

' o' . ' .. ' . 'a

o ' . ' .

. . "o '

o' . ' .

. a

o' . ' .

. a

o

a

o . '

o

. . Q

D . .

Q

D . " .

. a

o' . .

. o

o . .

. o

o .

= 1^ Q

p

Qu.Qa.

Soil Properties

_o»- C3

"SS2 u

12

20

15

16

D

o3 C'Si IN-.

lu5 •—2" E'_] 'J3

\

M

M

M

Vi

CJ

a 'iO, J

(NO,

i

ilOC U


101 Alderson Schoficld. WI 54476-0109Tel: (715) 359-7090 Fax: (715) 355-5715

This form is authorized by Chapters 144. 147 and 162. Wis. Stats Complet ion of th i s report is mandatory. Penalties: Forfeit not less than $10 normore than $5.000 for each v io la t ion . Fined not less than S10 ,ir more than S100 or imprisoned not less than 30 days, or both for each violation.Each day of continued v io la t ion is a separate offcnse. p u r s u a n t to ss 144 99 and 162.06. Wis. Stats.

£

oo tn8 Os03ggf. bffio_B"

"H.c"

OO --J O\ Lft 1

-^ — .- Ji — -* a ^^^H.0 ,0 ,J

^ o o o

00

Den0m

O ' ' O ' ' O O ' ' 0 " ' O ' ' O " ' O ' O

8 B

2 2 2 2

Number ^

Length (in) "|-Recovered

Blow Counts

Depth In Feet


Each Major Unit


P1D/FID

StandardPenetrationMoistureContent g.Liquid 7Limit "fPlastic |Limit

P200

RQD/Comments

Cd

cso

2 c!E 3

•n c/2° O3 =-'*. CD£» f~.

? I'

-a"2.rt3re

Stale ol' WisconsinDepartment of Natura l Resources

All abandonment work shall he performed in accordance with theAdmin. Code, whichever is applicable. Also, see instructions on

WELL, D R I L L H U L L BUKhdOLL ABANDONMENTForm 3300-5W i 1-39

provisions of Chapters NR 1 1 1 , NR 112 or 141, Wis.hack.

(1) GENERAL INFORMATIONWell/Dnllhole/Boreholc CountyLocation Eau Qaire

D E1/4 of 1/4 nf Sec ; T. Ni R H W

(If Applicable)

Gov't I nt Grid NumberGrid Location

ft. n N. n s.. ft. HE. n w.Civil Town Name


City, Village

Eau Claire

(2) FACILITY NAME PrestoOriginal Well Owner (II Known)

Present Well OwnerPresto

Street or Route


Eau Claire^WIFacility Well No. and/or Name (If Applicable)

B-3Reason For Abandonment

Test Boring^Date of Abandonment

08/31/95

WI Unique Well No

WELL/DRJLLHOLE/BOREHOLE INFORMATION(3) Original Well/Drillhole/Borehole Construction Completed On

rDatel

1 1 Monitoring Well Construction Report Available?D Water Well [X] Yes D No£3 DrillholeD Borehole

Construction Type:E*3 Drilled CD Driven (Sandpoint) CD Dug(~1 Other (Specify)

(4) Depth to Water (FeeH Dry

Pump & Piping Removed? CD Yes [HI No £3 Not ApplicableLiner(s) Removed? CD Yes CD No S Not ApplicableScreen Removed? [ _ 1 Yes L J No 1X1 Not ApplicableCasing Left in Place? CD Yes CD NoIf No, Explain

Was Casing Cut Off Below Surface'' CD Yes CD NoDid Sealing .Material Rise to Surface1' CE3 Yes CD NoDid Material Settle After 24 Hours? CD Yes 1X1 NoIf Yes, Was Hole Retopped? CD Yes CD No

Formation Type:1X1 Unconsolidated Formation D Bedrock

(5) Required Method of Placing Sealing MaterialiXJ Conductor Pipe - Gravity CD Conductor Pipe - PumpedD Dump Bailer CD Other (Explain)

Total Well Depth (ft) Casing Diameter f ins.1(From groundsurface)

Casing Depth (Ftl

Was Well Annular Space Grouted? 1 I Yes 1 1 No 1 _ 1 UnknownIf Yes. To What Depth'.' Feet


Bentonite Chips

(6) Sealing Materials For monitoring wells andI _ 1 Neat Cement Grout monitoring well boreholes only1 1 Sand-Cement (Concrete) GroutCD Concrete CD Bentonite Pellets1 1 Clay-Sand Slurry CJ Granular Bentonite1 1 Bentonite -Sand Slurry 1 1 Bentonite-Cement GroutIXl Chipped Bentonite

From (Ft.)

Surface

To (Ft.)

20.0

No. Yards,Sacks Sealant

or Volume

7 Bags

Mix Ratio or Mud Weight

(8) Comments

(9) Name of Person or Firm Doing Sealing WorkBoartLongyear

SignjBWre of Person Doing

Street or Route

101 Alderson Street

Daft Signed

City, State. Zip Code

Schofield, WI 54476

Telephone Number

(715) 359-7090

DNR/COUNTY

This form is authorized hy Chapters 144, 147 and 162, W

is Stals

Completion

more than $5,000 for each violation.

Fined not less than $10 or more than SIOO

Each dav of continued violation is a separate offense. pursuant to ss 144 99 and

— r,

^ r, "

ps '<:3 '

•f f^

"" "ncr oo -"

5 3

r, •—c pT"^ C/5

1 1

P 5^

(re1

-ni

RT LON

GY

EAR

derson Schofield. WI 54476-0109

15) 359-7090 F

ax: (715) 355-5715

rcir

13"O

3o1

3

c*3O3

3"

i

c

3D.n

r;

o3"

cra

,3

3

C.Cr:rt

u^_^^^^M I __^^^^^ril 1 — ^^M^^l

i j i -> i jb o b

_ _ . _ ^ QO ~^j c Ln ^ t>J hJ •""J — O

CD

SrtQ.on

aB:D.Gpo

mr

n o - g - ' O ' O ' - D 0 ' O O ' O ' ' D D ' O O

U O D' . ' O' . . O O D' P U .O O . . D . D .

a «

2 S 2

Number «1

Length (in) "2-Recovered

Blow Counts

Depth In Feet

Soil/Rock Description

And Geologic Origin ForEach M

ajor Unit


PID/FID

StandardPenetrationMoistureContent sLiquid 7Limit 13Plastic sLimit

P200

RQD/Comments

nn gS 1~ ^na"

— aoe z/Dn0c

noa.o

Civil Town/City/ or \

Eau Claire

cr:

o a's"

2, °

1/4 of Section

H ^c

PIZ

r~O p

Q O

r™c&O

DD {1/1 z ^

•c

ofi

n

DD^ m

DTO•n

o

Zo

5;cs

J5'

o

Z

nT3 1*• 3o

|

o

•n

VIgo

8 32 5Ton <r 2.

Surface ElevationFeet M

SLBorehole D

iameter

7.0 Inches

Boring Drilled By (Firm name and nam

e of crew chief)Boart Longyear-Eric Schoenberg

Date Drilling Started

8/31/95D

ate Drilling Completec

8/31/95Drilling M

ethod

HSA

•n7 2.&• ^D 3>

r>Z

rt

License/Permit/M

onitoring Num

ber

c

1

r, g"O "

f Wisconsin

Route To ^

mcnt of N

atural Resources

D

Solid Waste

Zi H

a/. Waste

FD

Em

ergency Response _ ; U

nderground TanksD

Wastew

ater D

Water R

esourcesD

Other

oil Boring Log Information

orm 4400- 122

7-9

1

Page 1

of 3

Stale of WisconsinDepartment of N a t u r a l Resources

Soil Boring Log Information SupplementForm 4400-122A 7-91


Sample

Num

ber

4

6

7

8

Leng

th (i

n)Re

cove

red

J-1

VI

Suo

CD

44

1 71

4

1".

sui

H.uQ

---13-

1,4-_-15

-16

r17

33

• 4

-

-18

— 19

-20

— Tl1 „ r- -

JH

• 2.0

I 2 (>

• 2.0•

^ r

f-22f-k-

k-

P

4669

-24

-25

-26

F"h


Each Major Unit

3 r28

444

66

i

-29

-30

• ~ )_1 7 L3,

1 : 9 1H -32

OO

(Jt/0D

f §>

O .

. ' O

O .

. . a

o* . .

. . 'a

0 - ' ,

, . a

o . .

. a

o .

. o

D . ' .

. O

0 , ' .

. a

o" . " .

. 'a

D . -

'c

D'

. a

o , .

. a

o . .

'o

o' . ' .

. 'a

o . ,

. a

o ' . ' .

. a

o' . " .

. 'a

o . .

. Q

O . .

a

o

. 'a

o . .

. ' . 'a

D' . ' .

Q

' 0

"a> «J

PID

/FID

Soil Properties

ll2 3oo eu

10

7

12

8

13

Moi

stur

eCo

nten

t

M

M

M

M

M

a- £J'J

CJ

E 'Jj8a. RQD

/Co

mm

ents

£

ram£ 0S&lb

0.oT

T3

£

r^

^ w u>5 ^ 00

SAN

DSTO

NE

. X . X . X . X

. H . \ . x. . X

— O so— ^ ^tJ Si Nib o b

Q ^ ^ L n * * U i N ) S J ^ O \ L n * > .

U* OJ <^> L»J Ui— J Ov t-ft 4^- UJ

> 0 ' 0 ' ' Q 1 ' Q O O

. ' 0' . ' . ' O' . ' . ' 0' . ' . ' O" , ' , " 0" , ' . 0 . ' .

« ^ ^

2 2 2

Number v>tu3

Length (in) "2-Recovered

Blow Counts

Depth In Feet

Soil/Rock DescriptionAnd G

eologic Origin ForEach M

ajor Unit

u s e sGraphicLog "WellDiagram

PID/FID

StandardPenetrationMoistureContent %Liquid 7Limit "^Plastic sLimit

P200

RQD/Comments

CDO-^

1'Zc3n•

Cdi.

cSoa_

*<8E»DC»

§n3T

Oa

o"no3jj.*.sNi(O

?90

OJ

o

Ul

T] COS c3 —'•** ro8

TO

5"

3onc•a"2.ro3rt

State of WisconsinDepartment of Natural Resources

WE X/DR;LLHOLE. BOREHOLE ABANDONMENTForm 3300-5 »V 11.39

All abandonment work shall be performed in accordance with theAdmin. Code, whichever is applicable. Also, see instructions on

provisions of Chapters NR 1 1 1 , NR 112 or 141. Wis.back.

(1) GENERAL INFORMATIONWell/Drillholc/Borehole CountyLocalion Eau Claire

D E1/4 of 1/4 of Sec. ; T. N; R l ~ l w

(If Applicable)Oov't Lot Grid Number

Grid Locationft. n N. n s.. ft n F n w

Civil Town Name


City, Village

Eau Claire

(2t FACILITY NAME PrestoOriginal Well Owner (If Known)

Present Well Owner

PrestoStreet or Route


Eau Claire, WIFacility Well No. and/or Name



08/31/95

(If Applicable) WI Unique Well No.

WELL/DRILLHOLE/BOREHOLE INFORMATION

(3) Original Well/Drillhole/Borehole Construction Completed On(Date)

CD Monitoring V/ell Construction Report Available?D Water Well E3 Yes D NoIE1 DrillholeD Borehole

Construction Type:IXI Drilled LJ Driven (Sandpoint) 1 1 DugPI Other (Specify^

Formation Type:[X] Unconsolidated Formation LJ Bedrock

Total Well Depth ffr t Casing Diameter (ins.)(From groundsurface)

Caxinp Depth (Ft )

Was Well Annular Space Grouted? CD Yes L~J No CH UnknownIf Yes, To What Depth'' Fret


Bentonite Chips

(4) Depth to Water (Feet) PrYPump & Piping Removed?Liner(s) Removed?Screen Removed?Casing Left in Place9

D Yes D No ^ Not ApplicableD Yes D No ^ Not ApplicableCD Yes D No IE] Not ApplicableD Yes D No

Was Casing Cut Off Below Surface? D Yes D NoDid Sealing Material Rise to Surface1 [*3 Yes D NoDid Material Settle After 24 Hours? D Yes IE] NoIf Yes, Was Hole Retopped? CD Yes D No

(5) Required Method of Placing Sealing Material£3 Conductor Pipe - Gravity CD Conductor Pipe - PumpedCD Dump Bailer CD Other (Explain)

(6) Sealing Materials For monitoring wells andCD Neat Cement Grout monitoring well boreholes onlyCD Sand-Cement (Concrete) GroutCD Concrete ', CD Bentonite PelletsCD Clay-Sand S l u r r y ' CD Granular Bentonite[ 1 Bentor.itc-Sand Slurry i 1 _ 1 Bentonite-Ccment Grout[XJ Chipped Bentonite

No. YaFrom (Ft.) To (Ft.) Sacks Se

or Vok

Surface 40.0 13 B

rds,alant Mix Ratio or Mud Weightme

ags

(9) Name of Person or Firm Doing Sealing WorkBoart Longyear

Sigaawfe of PersonJQoing Work"/

W-^- / <ujiCStreet or Route * "*

101 Alderson Street

Date Signed

?^-yz-9STelephone Number

(715)359-7090City, State, Zip Code

Schofield, WI 54476

fiWx:x>ty

R

P

ii&:Itc^

vcwe-r

fc>W:lf

^x^xPWiPN&WiCPyW;ly<hi/litsp« te.d;;:;::

/i^w^dr-i-x'xXx:

i:Neccssary:::::::;:::;:

•YxU.sg:<WL.y::&&<' "<Wsi?Kri '••••/.•:•:

DNR/COUNTY

i1 i i!P — ' —i

— i **•** S'2 52 ^

o S N'

o' S- v<"£ < nc ^ ^"= £ "HP= 3 U-

3 [/5

yi O- n P£ 3- 1\O ^ "^

g. P i°- o1 J ~" ^0 3 s -a> -a

j/i' 3 -iC "

111" i i-3" -n

3 •

3- rT

5" 3O '-'

n **

Ifo „-

o

C/3

1o

^KrvP

r3

l» 0 >— iLn 3 I

it o3 -<- < >

s;|^! o

3-

*-<nn

i-rEo

3-rs

3b:

3S

oi

true and correc

5"rs

••Si

Q

3

oFTdn

u> —

1 p—— ^* ^^^^ ' —— ^^^^^

b b

03-^2(TO.

C/5

Zog.G50

m

O O " Q ' O ' Q ' O D O Q ' O ' ' O " O ' Q ' ' O

o' . o . ' o' . ' . ' Q~ , ' . o . ' o' . ' . o' . ' . ' o" . . o . ' o' , ' , o . o . . ' o .

52 2

Number ^3

Length (in) 1Recovered

Blow Counts

Depth In Feet

g. 0

o ^ ^~ I" 82 (ra î^ o Oo Q n

0 3


P1D/FID

StandardPenetrationMoistureContent s.Liquid 7

Plastic gLimit

P200

RQD/Comments

n» 3= 05Q

ro

,— ae» zpop

noCLn

= J

*1 O*<

-1

I

P SO 3

£* >-4O O""*» P

~I of Section

H ^

nZ50

O p i

0 0

or.

DD 1

T3

O

CT

f "DD$ rn

OZ

n

2.Zo

^

C3

CO

O

Zo

n7 3w> 3

o

2.Z3o

Tl

£

1O ??rt -!

2 ^r^ . —

On

S1r,nrnn

n P30 S" O

r~

o03"O_

r-1 o0 5'

35" 2O fi3* "»O

COCO S81'r*- Or =••O na °-90 n•-? -<re -^tV Tl

2. gn aie and name of crew

ctSchoenberg

~~"

Dr;Q

00 E

*O Eno.

D

Doo E

S ^w> 3

o

M O

> 1(TO

2

o J

zI

r*o

o

i

3

2:1

w °2c

Q

O

W

|

03

Cw?3p

Cr,o

o? 3 s!^ J5 c.'Q f,-£ 0 ^W 3 Q;~

ifi-o3

D D D DO •£ C -X.5- »' g. ^2 o o

i« ?rs o 'Z'* g o8 I

3

g"0 —

o

o-*1

2

P

-

3t:

tO

co m0 °

3} to— 00

5:rc~c"

VO

L^_

L/lO

J M hJ N> t-J

SAN

DSTO

NE

x' . x . ' x' . x . x . x . x . x

ss2

OO --J O\ LA -*k UJ I

._ i — ^ ^^flrtH — ^^^MHMI — -"•••!t^» t j M K» hj —o b b b b I*

N) — — N) — —ts> (0 Ivi O LJ —

2 2 2 2 2 2

Number ^... ..... . 3

Length (in) HRecovered

Blow Counts

Depth In Feet


Each Major Unit


PID/FID

StandardPenetrationMoistureContent 2Liquid 7Limit "§Plastic |Limit

P200

RQD/Comments

03 O ô rj B

2 ^ <1 5 -•cr o o

c•

i ^tn 2

urces

Use only as an attachm

ent to Form 44

N*

^ Q3 —£ roS 5.r.ri?*^ i

5"-n

!N ET.o 0

N> 00C

S, "art3N> ft

71 3vb *"*

Stale of WisconsinDepartment of Natural Resources

W E L L / D R I L L H O L E , BOREHOLE ABANDONMENTForm 3300-5W H_ 8 9

All abandonment work shall be performed in accordance with the provisions of Chapters NR 1 1 1 . NR 112 or 141, Wis.Admin. Code, whichever is applicable. Also, see iastructions on back.(1) GENERAL INFORMATION | (2) FACILITY NAME Presto

Well/Drillhole/Borehole CountyLocation gau Claire

D E1/4 of 1/4 of Sec. : T N; R CD W

(If Applicable)Oov't Lot Grid Number

Grid Locationft. n N. n s.. ft HE. n w.

Civil Town Name


City, Village

Eau Claire

Original Wel l Owner ( I I Known)

Present Well Owner


City. State, Zip Code

Eau Claire, WIFacility Well No. and/or Name (If Applicable) WI Unique Well No.



08/31/95WELL/DRILLHOLE/BOREHOLE INFORMATION(3) Original Well/Drillhole/Borehole Construction Completed On

mute)

CD Monitoring WellCD Water Well[X] DrillholeD Borehole

Construction Report Available?Kl Yes D No

(d) rvpth m w^r (Pe.c-.tt DryPump & Piping Removed? D Yes D NoLiner(s) Removed? EH Yes D NoScreen Removed? D Yes D No 1Casing Left in Place'' D Yes D NoIf N" F.xpbiin

3 Not ApplicableXJ Not ApplicableXJ Not Applicable

Construction Type:03 Drilled CD Driven (Sandpoint) CD Dugn Other (Specify) __________________________

Formation Type:C*J Unconsolidated Formation D Bedrock

Was Casing Cut Off Below Surface? LJ Yes LJ NoDid Sealing Material Rise to Surface? [X] Yes D NoDid Material Settle After 24 Hours? D Yes £3 NoIf Yes, Was Hole Retopped? D Yes D No

(5) Required Method of Placing Sealing MaterialE3 Conductor Pipe - Gravity CD Conductor Pipe - PumpedCD Dump Bailer CD Other (Explain)

Total Well Depth (ftl Casing Diameter f ins t(From groundsurface)

Casing Depth (FM

Was Well Annular Space Grouted? CD Yes CD No LJ UnknownIf Yes To What Depth1' Feet


Bentonite Chips

(6) Sealing Materials For monitoring wells andCD Neat Cement Grout monitoring well boreholes onlyD Sand-Cement (Concrete) GroutCD Concrete CD Bentonite PelletsCD Clay-Sand Slurry CD Granular BentoniteI I Bcntonitc-Sand Slurry 1 _ 1 Bentonite-Cement Grout[X] Chipped Bentonite

From (Ft.)

Surface

To (Ft.)

28.0


or Volume

8 Bags


(8) Comments


Boart IjongyearSignafiirf' of Persoj^Jiauj^r-Worj^X/FV / t*J&LStreet or Route *"

101 Alderson StreetCity, State, Zip Code

Schofield. WI 54476

Data-SignedrfSL^-wTelephone Number

(715)359-7090

tifc:::::::::::::::::: :!;Da^:R-«*ke<}/tr^t;ied;-:-:-:-:-:-:-:-:-: :•:•:•:•: Dia-tia/CtiHiitY-:-: :•:•::•:•:•:•:•:•:•

Ri:y<Dwr"!'.lHS|J! r::::::::::::::::::::::::: ^^

JRaliow-Hp-NeccJsary •:•:•:•:•:•: :•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•.•.•.•.•.•.•.•.•.•.•.-.•.•.•:•:•:-.•.•.

DNR/COUNTY

Stale of WisconsinDepartment of Na tu ra l Resources

Route To:D Solid WasteCD Emergency ResponseCD Wastewater

D Ha/. WasteCD Underground TanksCD Water ResourcesCD Other

Soil Boring Log InformationForm 44(X)-122 7-91

Page I of 2Facility/Project NamePresto

Boring Drilled By (Firm name and name of crew chief)Boart Longyear-Eric Schoenberg

DNR Facility Well No.


1/4 ofCounty

Eau ClaireSample

.'c'-oa) ** DX) t3 >

Z 1 J &

aoU

S1 • 1.0 | 1•

1

1

2 • 1.0•11

1 *

I i . j

1.7

1.5

2.0

iii

3335

2333

2334

4433

22**2

WI Unique Well No. Common WellB-6

Name

License/Permit/Monitoring

Date Drill ing Started

9/1/95

Final Static Water Level

N, E1/4 of Section

uuPL.

O.

Q-~-1-_ 2

-3

— 4

— 5

— 6

— 7

— 8

-9

— 10

— 112 _

E-12

T N,R

Feet MSL

Ut ° ' "

Long ° ' »DNR County Code18


Each Major Unit

Br Med. SAND and GRAVEL

00UonD

!

Number Boring NumberB-6

Date Dr i l l ing Completed

9/1/95Surface Elevation E

Feet MSL

Drill ing Method

HSA

orehole Diameter7.0 Inches

Local Grid Location (If applicable)CD N HE

Feet CD S Feet D WCivil Town/City/ or VillageEau Claire

'S

O JXX

.»• .X

X . ' .

X

X

X

K • * !X

. ' X .X .

sC

X

X.

X

.*X

X

X ' . ' -

' XX . ' .

' ' /X

' .' * .X.

- 'X •X

)C

•-

X.

8S3 00

^ D

9I!9a.

Soil Properties

"H'ico i,"2 u3 ucsi a.i

6

6

6

uk. «^3 a.2 SS u

M

M

M

M1

i

7

4

M

M

•a11J 'J

i

u „

CU J

8(Na.

cuQ 1Cx o05 U


101 Alderson Schofield. WI 54476-0109Tel: (715) 359-7090 Fax: (715) 355-5715

This form is authorized by Chapters 144. 147 and 162, Wis. Stats. Completion of this report is mandatory Penalties: Forfeit not less than S10more than $5.000 for each violation. Fined not less than S10 or more than S100 or imprisoned not less than 30 days, or both for each violation.Each day of continued violation is a separate offcnse. pursuant to ss 144.99 and 162.06. Wis. Slats.


Soil Boring Log Information SupplementForm 4400-122A 7-9!


Sample

Num

ber

7 1

8 1•

9 I

10 I

11 1

12 I

13 I

14 I

15 ^1 __

Leng

th (

in)

Reco

vere

d

1 ' 5

j 2.0

j 2.0

I 20

2.0

2.0

2.0

''

tflC3

U

ODD3346

3344

34711

5566

3555

34510

3478

223

Bu.c•SexuQ

-I-13-

-14

-

-15_--16

--17~

~

-18

,--19

r20

r21

-22

— -3

— 24

-25

-26

— 273 :

so/ . ~28


Each Major UnitC/2UtoD

i

SANDSTONE

1

;j

f M

(33X

yi

X

' XX

' XX

' ' *'x ' . ' .

• XX

' Xx , ' .

' XX . .

' XX

X

X' X"

X

' XX

' *x

' X

x

' XX ' . ' .

' Xx

XX

X

X . .• X

X.

X

XX

( x . ' .• x*

X

' XX

' XX

' X"

X

' XX

• xX.

' Xx

EOB 28.5Backfill w/Holeplug

qj cd

£3 PID

/FID

Soil Properties

O111? «Isoo CU

7

7

11

11

10

9

11

5

50

<L>U. fc-

.1 io s2u

M

M

M

M

M

M

M

M

M

•o „'3 -sa- sJ J

uto 'c« e

CU J

1

8<NCM RQ

D/Co

mm

ents

State of WisconsinDepartment of Natura l Resources

Route To:Lj Solid WasteLJ Emergency ResponseLJ Wastewater

Soil Boring Log Information.] Haz. Waste

:. ! Underground TanksLJ Water ResourcesD Other

Form 4400-122 7-91


National Presto Industries, Lagoon No. 1License/Permit/Monitoring Numher Boring Number

IB-6Boring Drilled By (Firm name and name of crew chief)Eric Schonberg, Boart-Longyear

Date Dr i l l ing Started

09/01/95Date D r i l l i n g Completed (Dri l l ing Method

09/01/95 HSA

DNR Facility Well No. iWI Unique Well No. Common Well

Boring LocationState Plane N, ESE l / 4 o f N W 1/4 of Section 35 T 28 N.R 9

CountyChippewa

Sample

1Z0

2

4

6

O8

•|1J

yI1

C T3u

3 ""o cJ= « 'J „

IPS | !<5 G ° <u_j Qi CQ ' Q

8 p1

10

14

28

8

-1

-2

Name i Final Static Water Level Surface Elevation Borehole Diameter' Feet MSL ; Feet MSL 7.0 Inches

(Local Grid Location (If applicable)I L a < ° ' " D N L J E

W i Long ° ' " Feet D S Feet L] WDNR County Code Civil Town/City/ or Vil lage9 Eau Claire

: Soil Properties


Each Major Unit U

D1 " WASTE FORGE COMPOUND SPover dark brownSAND w/gravel

Same as above

-311

medium-coarse !

SP

I'M

O J

FkM— oo

^ 5

——

C5

Q •a •§ i" .P-, • i: ; •-• <u~-~^ "-* O *""O ; ^ C 'o 5CL

-4 i —————————————— ———————————— - —— , j — -: Brown medium SAND w/little coarse SP :^ sand. No gravel.-5 :

14 16 r~°

rL

12 6 h

i i

Brown medium-coarse SAND SP ;w/some fine sand and some gravel

6" GRAVEL w/sand over 6"1 - medium-coarse SAND

10

r

t:

brown GW '--' j ^

c« o. 2: UM

•a'11 il 1

c

a 1_j j • ix .J ; a. : a: u7:56

M

i

1i Mj1 '

8:00

8:02

M ; 8:05

MS r-> ,

SP i 1;

1 12 7 }- Brown medium-coarse SAND SP |

L w/gravel t

8:07

Mi

8 10

'-12 —I hereby certify that the information on this form is true and correct to the best of my knowledge.Signature ^ Firm Eder Associates

8025 Excelsior Drive Madison, WI 53717Tel: (608)836-1500 Fax: (608)831-3337

This form is authorized by Chapters 144, 147 and 162, Wis . Stats. Completion of this report is mandatory Penalties: Forfeit not less than $10 normore than 55,000 for each vio la t ion . Fined not less than S10 or more than SlOO or imprisoned not less than 30 days, or both for each violation.Each day of continued violat ion is a separate offense. pursuant to ss 144.99 and 162.06, Wis. Stats.



Boring Number B-6 Use only as an attachment to Form 4400-122. Page 2 of 2Sample

4> f-l Dx> -5 >g 00 o5 co-3 fl> a>Z J OS

12 •

14 •

16 • 20

18 • 18

20 • 20

U22 • 18

1

24 • 18

t/5

OU

o1 CO

17

10

26

13

18

20

g Soil/Rock Descriptionc And Geologic Origin For.c Each Major UnitE. 'uQ ;

Same as above.Two dark bands at bottom of spoon

-13 ; approx. 1/4" thick.

_ 14 ———————————————————————————————Brown medium -coarse SANDw/some fine sand. No gravel

-p iu Same as above.

Several bands of dark coloration as in-n spoon 12-14.

Same as above, grading to brownfine-medium SAND. No gravel

-19 :

6" same as above over brownfine-coarse SAND w/gravel.

-21

— 22 ——————————————————————————————; ; Brown fine-coarse SAND. No gravel.

inU00

SP

<s °ci 13 n?53 £Q

Soil Properties

i

QEQE

SP '

iSP !

t-* j

S3 S

11oo & 11Su

T3'11J J

M

M

M

SP

SP

SP !

-23

|-

24 f- Same as above with some dark 1/8 to

26 • 14 8

1/4" bands of coloration.-25

- 4" same as above over 4" smallh GRAVEL over 6" brown r

-27 L \fine-medium SAND. \^

:

; i

1

SP : 1

SP

L— --i: .. j

M

M

M

is ECL J

i

M

M

8(NQ.

eu

a 1& u8:15

8:19

8:25

8:27

8:35

8:39

8:42

8:47

28 6 50/6 6 same as above with a large cobbler\over whitish/brown SANDSTONE /

EOB @ 28.5 feetWhitish/Brown fine grained, friableSANDSTONE.

SP--"

M o:ji

Suite of WisconsinDepartment of Natural Resources

WE .L. DRILLHOLE BOREHOLE ABANDONMENTForm 3300-5 vv 11-89

All abandonment work shall he performed in accordance with theAdmin. Code, whichever is applicable. Also, see instructions on

provisioas of Chapters NR 1 1 1 , NR 112 or 141, Wis.back.

(1) GENERAL INFORMATIONWell/Drillholc/BoreholeLocation

1/4 of 1/4 of Sec.(If Applicable)

Gov't LotGrid Location

ft. n N. n s..

County

Eau ClaireD E

; T. N; R FI W

Grid Number

ft n F. n w.Civi l Town Name


City, Village

Eau Claire

(2) FACILITY NAME PrestoOriginal Well Owner (If Known)

Present Well Owner



Eau Claire. WIFacility Well No. and/or Name



09/01/95


WELL/DRJLLHOLE/BOREHOLE INFORMATION(3) Original Well/Drillhole/Borehole Construction Completed On

matel

1 1 Monitoring WellD Water Well[X] DrillholeCD Borehole

Construction Type:E3 Drilled CD Drivenl~1 Other fSpecifvl

Formation Type:1X3 Unconsolidated Formation

Construction Report Available'7

0 Yes D No

(Sandpoint) CD Dug

D Bedrock

Total Well Depth Ift) Casine Diameter f i n s 1(From groundsurface)

Casing Depth (Ft . l

Was Well Annular Space Grouted?If Yes, To What Depth?

D Yes n No D UnknownFeel


Bentonite Chips

(4) Depth to Water (Feet) PryPump & Piping Removed?Liner(s) Removed?Screen Removed?Casing Left in Place?I f Nn, Fxplain

D Yes CD No Kl Not ApplicableD Yes D No S Not ApplicableD Yes CD No K! Not ApplicableD Yes D No

Was Casing Cut Off Below Surface? CD Yes CD NoDid Sealing Material Rise to Surface? [3 Yes CD NoDid Material Settle After 24 Hours? CD Yes E3 NoIf Yes. Was Hole Retopped? CD Yes CD No

(5) Required Method of Placing Sealing MaterialPsl Conductor Pipe - Gravity CD Conductor Pipe - Pumped! 1 Dump Bailer CD Other (Explain)

(6) Sealing Materials For monitoring wells andCD Neat Cement Grout monitoring well boreholes onlyCD Sand-Cement (Concrete) GroutCD Concrete CD Bentonite PelletsCD Clay-Sand Slurry CD Granular Bentonite1 1 Bentonite -Sand Slurry CD Bentonite-Cement GroutiXJ Chipped Bentonite


or Vok

Surface 28.5 10 B


ags

i8) Comments


Boart.Ljgngyear______f Perso

Street or Route

101 Alderson StreetCity. State, Zip Code

Schofield, WI 54476

Date/Signed

Telephone Number

(715)359-7090

DNR/COUNTY


Route To:D Solid WasteCD Emergency ResponseI I Wastewatcr

Soil Boring Log InformationCH Ha/,. WasteCD Underground TanksI I Water ResourcesD Other

Form 4400-122 7-91

Page 1 of 2Facility/Project NamePresto

Boring Drilled By (Firm name and name of crew chief)Boart Longyear-Eric Schoenberg



1/4 ofCounty

Eau ClaireSample

£•&

1 6 21 £?83 OJ UZJ3«1 • 2.0

2 • 2.0

C

OU_0324710

2M ; 2

1 3

1i

1 — !

1 20•| •

q

5

345

WI Unique Well No. Common WellB-7

Name

License/PermityMonitoring

Date Dri l l ing Started

8/31/95

Final Static Water Level

N, E1/4 of Section

5uUL

•5Q

--

-1_

-2-"-3I:—4

-

-5

— 6

— 7

-8

--9-

-10

_-11

8 iF-12

T N.R

Feet MSL

Lat ° ' "

Long ° ' "DNR County Code18


Each

Br Med. SAND

Major Unit

and GRAVEL

toUonD

Civil Town/CityEau Claire

o

n' 60i-l O

O -JO .

. . Q

O

Q

O .

'o

o . .

. Q

o' . ' .

. o

o' , ' ,

. Q

o' . ' .

o

0 .

O

D .

. a

o .

. ' . a

' o' . ' ,

. ' . 'o

D .

, . O

o' . ' .. a

o . .

— 60

i£ Q


Date Dri l l ing Completed JDr i l l i ng Method

8/31/95

Surface ElevationFeet MSL

HSA

Borehole Diameter7.0 Inches

Local Grid Location (If applicable)n N

Feet D S/ or Village

QOuQEL

D EFeet D W

Soil Properties

_o"2 aC^ l-i•g s2 S

co CL,1 1

5

9

l-i fc-

.1 ilu

M

M

M

'3 'â- B l'|a. J

8(N0-

auQ §0 oon u

i

1 hereby certify that the information on this form is true and correct to the best of my knowledge.Signature Firm BOART LONGYEAR

101 Alderson Schofield, WI 54476-0109Tel: (715) 359-7090 Fax: (715) 355-5715

This form is authorized by Chapters 144, 147 and 162, Wis Stats. Completion of this report is mandatory. Penalties: Forfeit not less than S10 normore than 55,000 for each violation. Fined not less than $10 or more than $100 or imprisoned not less than 30 days, or both for each viola t ionEach day of continued violation is a separate offense, pu r suan t to ss 144.99 and 162.06. Wis. Stats.

sc

co mo O

5 o£ b

0

3m

4*.

Ul

g

on

ZDonHOZm

X X X X X X X . X . X

LAO

O O D O

Number

êngth (in)Recovered

Blow Counts

Depth In Feet

0. Om n =g o ?33- 2. 2

&. o' O0 ,-, ft-i O egr- — •3 C2. -5'


P1D/F1D


P200

RQD/Comments

y•o_n

£TJ

VI

03O

Zc3

"

w

co

*<"yicw

n

o3

O•ni**

t

?era

0

3 O

liP•Z v-£ 5'

•n co° 2.

00

-a•aFT


WELL, DRILLHOLE, BOREHOLE ABANDONMENTForm 33(X)-5W 1 1-H9

All abandonment work shall be performed in accordance with theAdmin. Code, whichever is applicable. Also, see instructioas on

provisions of Chapters NR 1 1 1 , NR 112 or 141, Wis.back.

(1) GENERAL INFORMATION j ( 2 ) FACILITY NAME PrestoWell/Drillhole/Borchole CountyLocation Eau Claire n E

1/4 of 1/4 of Sec ; T. N; R Cl W(If Applicable)

Gov't Lot Grid NumherGrid Location

ft. n N. n s f, n P n wCivil Town Name


City, Village

Eau Claire

Original Well Owner (If Known;

Present Well OwnerPresto

Street or Route


Eau Claire, WIFacility Well No. and/or Name (If Applicable) WI Unique Well No.



08/31/95WELL/DRILLHOLE/BOREHOLE INFORMATION(3) Original Well/Drillhole/Borehole Construction Completed On

fDate^

1 1 Monitoring Well Construction Report Available1 'D Water Well [3 Yes D No1EI DrillholeD Borehole

Construction Type:E*] Drilled CD Driven (Sandpoint) CD DugPI Other ^.Specify}

Formation Type:LA] Unconsolidated Formation 1 1 Bedrock

Total Well Depth lft\ Casing Diameter f i n s . l(From groundsurface)

Casing Depth I f t . )

Was Well Annular Space Grouted? 1 _ 1 Yes i _ 1 No 1 _ I UnknownIf Yes. To What Depth'' Feet


Bentonite Chips

(4) Depth to Water (Feet) DryPump & Piping Removed? CD Yes CD No S Not ApplicableLiner(s) Removed? CD Yes CD No S Not ApplicableScreen Removed? CD Yes CD No [3 Not ApplicableCasing Left in Place? CD Yes CD No

Was Casing Cut Off Below Surface? CD Yes CD NoDid Sealing Material Rise to Surface? [3 Yes CD NoDid Material Settle After 24 Hours? CD Yes £3 NoIf Yes, Was Hole Retopped? CD Yes CD No

(5) Required Method of Placing Sealing MaterialD*J Conductor Pipe - Gravity 1 _ 1 Conductor Pipe - PumpedCD Dump !?•»"" CD Other (Explain)

(6) Sealing Materials For monitoring wells andCD Neat Cement Grout monitoring well boreholes onlyCD Sand-Cement (Concrete) GroutCD Concrete CD Bentonite PelletsCD Clay-Sand Slurry CD Granular BentoniteCD Bentonite-Sand Slurry LJ Bentonite-Cement GroutLA] Chipped Bentonite

No. Yards,From (Ft.) To (Ft.) Sacks Sealant Mix Ratio or Mud Weight

or Volume

Surface 20.0 6 Bags

i8) Comments


Boact-LpngyearSignaGMTof Persoj^Qftiag.Wort-*/'' Date Signed/F- y /'i,Z_^'/P-9sStreet or Route " "" Telephone Number

101 Alderson Street (715)359-7090City, State, Zip Code

Schofield, Wl 54476

fci9J:::::->:::::::::::::: :I3Hfc:&I?:&^DattiliîvaJ/lirêt^^^

Rcvww'/JtepjMdr^'-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:-:':-: :

iRalfosv-up-Necessary •:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:

DNR/COUNTY


Route To:D Solid WasteC3 Emergency ResponseC] Wastewater

D Haz. Wastel~l Underground Tanksn Water ResourcesD Other



National Presto Industries-Lagoon No. 1Boring Drilled By (Firm name and name of crew chief)

Boart Longyear (Mike Mueller)


Boring LocationState Planesw 1/4 of SE 1/4 of Section 34

Common Well

N, ET 28 N , R 9

CountyChippewa

Sample

Num

ber

!I

Leng

th (

in)

Reco

vere

d

12.5

195

tsiC0U0

CO4985

2775

7745

13UiC

-Co.Q

-I

-2

-4

jj-5

—6

—7

-8

-9

-10

.-11

-12

Name

W



09/18/96

Final Static Water LevelFeet MSL

1

Lat ° ' "-ong ° ' "

DNR County Code9


Each Major Unit

Black medium to coarse sand, few gravel

Same as above

Same as above toBrown medium to

10.5 feetcoarse sand

onU

DSW


Date Dri l l ing Completed

09/18/96


Drilling Method

HSA


Local Grid Location (If applicable)D N D E

Feet D S Feet D WCivil Town/City/ or VillageEau Claire

0

D.a oo6.3i

r r p pP P P Pr P P Pp p » p

*p r p fp p p P

p p p Pp r P PP p P PP P P PP r P Pp P P Pr p p Pp p p P

p p p Pp p P PP r P Pr P P Pp p p P

p p P Pp p P PP P P Pr p p pp r p p

P P P rp p p r

r P P P

p p p r

p p p Pp p r P

p p P Pp p P Pp P P fp p P P'.'.'.'.

p p p Pp p P Pp r p Pr p P Pp r p Pp p p Pp r P P* p r P

t t t fc

t * t hb k t t

» b *. fck fc t *i ». t k

k k k k.

k, k 4 1.

h k t 1.k «. k k

k k k 1.

§— eo

^5 PID

/FID

Soil Properties

Stan

dard

Pene

tratio

nM

oistu

reCo

nten

t

M

M

M

T3 ^'3 -aCT1 CJ J

O

t/1 C

CU J(N(X RQ

D/

Com

men

ts

11:05

11:15

11:25

I hereby certify that the information on this form is true and correct to the best of my knowledge.Signature Firm gêr Associates


This form is /UithOrizeii by Chapters 144, 147 and 162, Wis. Stats. Completion of this report is mandatory. Penalties: Forfeit not less than $10 normore than $5,000 for each violation. Fined not less than SIO or more than $100 or imprisoned not less than 30 days, or both for each violation.Each day of continued violation is a separate offense, pursuant to ss 144.99 and 162.06, Wis. Stats.

1 — ^M^ H 1 MaajBBK)

^ £

s £ £ o o a °° <*i , , , , i , , , , i . . . , i , . , , i , , . . , . . . . i . . . . i - . . . i > > > 1 1 > 1 1 1 1 1 • • 1 1 1 < < > > . 1 1 . . . i . . . . i . . > . i . . . . i . . . . i . . i , i . , , ,

U ) W U > K > t O K > t ~ J S > l - J I O K ) K > r O * - » - — » - > _ „ _ _O > — O ' O O O - J O x V l ^ U J h J ' — » O ^ O O O ^ J O L n ^ L O

on on

o ftg Kfj &>O' C7"o orv ^

r' r' r* r* r* v' p'p'r'p'p* P* P'P'P* P'P'P' » '»' r'p'p'** P* P* P'P* p'l*****1**''*^* ^ ^ ^ i ^ ^ ^ i ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ * * * * 1 * * * * * * * * * * - * V^V^F 'V' ''' '*'''*''' ^ *' ^ *******************'******r r r » r r1 r p r * r r r r * p p p p r * * ^ ^ ^ ^ ^ ^ ^ i ^ ^ ^ ^ i i i ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ v ^ v ^ v v v ^ ^ ^ ^ ^ v v v v - * * VV» »%%*%% VVV»VVw» •*%

r , » p r r p r p P P P r p r P P r r r p p p P r P r p r ^ i ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ i i i i ^ ^ - t ^ ' ^ ^ ^ i ^ ^ i ^ ^ ^ - r w ^ v - r ^ ^ f T T ^ ^ v v ^ v v v v v v » » 'v V»W% T V% » ' » » » » •r r p P P p r » P P P P P p r r r r p » p » P p p p f p ^ ' » ^ ^ « ^ * * ^ » ^ ' ' ^ ^ ^ ^ 1 » ^ ^ ' * ^ ' ^ « ' ' » ' » » * ^ * * ' « » » » » » » » » » » ' r » » » ' r ^ » » ^ v v ^ • » » * » * •»•%»•» »%%-T% ••

, . • p r P » p r p p P P p p r r c r r p PP P PP PP p ^ * * ^ ^ * » < ^ ^ l ^^ *^T * * < ^ ^ ^ ^ ^ ^ ^ > * t i ^^ i v v » * * * v v v * * v * - r v * v v v v * v v v ' V * v < r v * •» v v v » » • •r r r , , f r * r p p P P p p r P r r r p p P P r PP p i ^ * * ** * »* 1' l^^ i^^ •• »^< »^ ^ * »* i » * *** q v v v * v v v v v v * * v * * * * v v v v v v v v ' « ' V > V Y V V T T V -r » » «

r p p r P P » P P P P P P r P r r r r ^ r p p p p p p p p * ' * * ' ' ' * ' ' ' ' ' ^ * ' 1 ' ' ' * ' * * * * '_*_'_* " * * * * * ' T * * * * * * ^ * * * * * * * * * * * * * * * ^ ^ * ^ ^ . * ^ ^ ^ ^ ^ . ^ » » »

2 2

§ I

Number mLength (in) "H.Recovered

Blow Counts

Depth In Feet

Soil/R

ock Description

And G

eologic Origin For

Each Major U

nit


PID/FID

StandardPenetrationMoistureContent $Liquid 3>Limit -aPlastic s

VI

Limit

P200

RQD/Comments

03O

a

Z

o•-i

0300

Use only as an attachment to Form

44

sh-ihO

?TO

K>

0

O M

•g s3 °3 ""**

3 ^.

•fl ono o

ro r—i> b

(TO

5"o1

oon13"




Num

ber

Leng

th (

in)

| Rec

over

ed

• 20I

19

ROUo5

5102126

10253034

£J3H.Q

•

-33

-34

-35

-36

-37

-38

r39

—40

-41

-42

-43

—44

r45

-46

-47

-48

-49

-50

.-51-

-52


Each Major Unit

Same as above

Same as above

GOUC/3D

0exrt W)

62

1 1:i*X***

X'X*•^*X*•X»X

'X'l*i|i|:|:

>X*i*x'>£p^r^p^p

p p * Pr r rp P P P

P r Pp P p P

P p Pp p p pP p P

P P p PP p Pp p p pP r Pp P p »

p » p pp P P pp p P p

P p P

p P p rP P P r

r P p

P P PP P P P

P P P PP P P P

P P PP P P P

P P PP P P P

P P PP P P P

p P r rp p r P

P p PP p P Pp p p P

p p p pP p p Pr t rk k k k

k k k k

k k k kfc k « k

k k k *

k » k kk k k k

k k, k ftk k k k

X'X*

k k k kk k k kk k k k

k k k k

k k k k

1

£i PID

/FID

Soil Properties

Stan

dard

[Pen

etra

tion

Moi

sture

Cont

ent

M

M

•o

11

0 ^

e/i *Cr3 CE j

8CNCu RQ

D/Co

mm

ents

12:10

12:25

co tr

1®

1 wQ-

3-T3

ift3O30

^fl

85;

S Lrt L/l L^ L/» LA Lrt I.SO OO ^J O V*n .£• L

a" f? i H

fllf3s* Scrt *-< <tn _ aC CL p

«• °tu nt| ~""* 3ET (TQg 3J5 C.

'

f3o

/ILj

Number

Length (in)Recovered

Blow Counts

Depth In Feet

3 OOa. oS1 o -ET O_ o

to ""' i j

i O <*>3 <§:!•r^ S3 ^

T1 °


PID/FID


P200

RQD/Comments

inta

-a

o1

TJ3•an>3o'

GO

i*

o

5 f63 ona ns, o2 SS 5"

•n cô o

COo

t.j r> ocro5"o1

oaOn•a"H.rTm3


WELL/DRILLHOLE/BOREHOLE ABANDONMENTForm3300-5W 11-89


provisions of Chapters NR 111, NR 112 or 141, Wis.back.

t GENERAL INFORMATIONWell/Drillhole/Borehole CountyLocation EaU Qaire

D El /4of IMofSec -T. N; R (~1w

(If Applicable)

Hov't Lot Grid NumberGrid Location

ft n N n s.. ft. n F. n wCivil Town Name


City, Village

Chippewa Falls

(2) FACILITY NAME PRESTOOriginal Well Owner (It Knownj

Present Well Owner

PRESTOStreet or Route

City, State, Zip CodeChippewa Falls, WI

Facility Well No. and/or Name (If Applicable) WI Unique Well No.



9-18-96WELL/DRILLHOLE/BOREHOLE INFORMATION(3) Original Well/Drillhole/Borehole Construction Completed On

(Date)

CD Monitoring WellD Water Well£3 DrillholeD Borehole

Construction Type:S Drilled D DrivenPI Other ^Specify1!

Formation Type:M Unconsolidated Formation

Construction Report Available?El Yes D No

(Sandpoint) LJ Dug

D Bedrock

Total Well Depth (ft) Casinir Diami-tpr f ins 1(From groundsurface)

rasing Depth (Ft ^


D Yes D No D UnknownFeet


Bentonite Chips

(4) Depth tPump &Liner(s)ScreenCasingIf No, E

T Water (Feert 57.8

Piping Removed? D Yes D No 03 Not ApplicableRemoved? D Yes D No S Not Applicable

Removed? D Yes D No 0 Not ApplicableLeft in Place? D Yes D No.iplain

Was Casing Cut Off Below Surface?Did Sealing Material Rise to Surface?Did Material Settle After 24 Hours?If Yes, Was Hole Retopped?

D Yes D No03 Yes D NoD Yes 03 NoD Yes D No

(5) Required Method of Placing Sealing MaterialS Conductor Pipe - Gravity d Conductor Pipe - PumpedD Dump Bailer D Other (Explain)

(6) Sealing MaterialsCH Neat Cement GroutCD Sand-Cement (Concrete) Grout1 1 ConcreteD Clay-Sand SlurryCD Bentonite-Sand SlurryS Chipped Bentonite

From (Ft.)

Surface

No. Yards,To (Ft.) Sacks Sealant

or Volume

60.5 18 Bags

For monitoring wells andmonitoring well boreholes only

D Bentonite PelletsLJ Granular Bentonite1 1 Bentonite-Cement Grout



Signature of Person Doing Work

Street or Route "101 Alderson Street

Date Signed

Telephone Number(715) 359-7090


Schofield, WI 54476

(JOfcxixixSxiFjBfcjliip-

Rcit'wwr/'.IroîKkJF: : :

RqlR>w:up:fieciKsiqY. :

> : £DixHii

£:j ; •

DNR/COUNTY


Route To:D Solid Wastel~l Emergency Responsel~l Wastewater

D Haz. Wastel~l Underground Tanksl~l Water ResourcesD Other


Page 1 of 4Facility /Project Name




Boring LocationState PlaneSW l / 4 o f S E

CountyChippewa

Sample

§u1 621 pz \3xm 1S

• 1811•

J 21

CO

S0U

O52443

4478

7688

OJU

U.

5Q

-.-1:

-2

-3

-4

-5

—6

—7

D— o

-9

WI Unique Well No.

1/4 of Section 34

-10

.-1;

-12

Common Well

N, ET 28 N,R 9

Name

W

License/Permit/Monitoring Number


09/18/96


Lat ° ' "



Each Major Unit

Black medium to coarse sand

Same as above

Same as above toBrown medium to

10.5 feetcoarse sand

COUonDSW

Boring NumberB-9

Date Drilling Completed

09/18/96


Drilling Method

HSA


Local Grid Location (If applicable)n N

Feet D SD E

Feet D WCivil Town/City/ or VillageEau Claire

U152* °°O -JX'lv»'&^>>;l;^£;£;

£:;:•:p p p p ip p * pp p r p ip p p p

p p p Pp »• r P ip p p pp p p P 'P p P Pp p p P 'p p P PP p p p 'p p p pp p r P '

P p p P

p p p PP p P Pp p p pp p p p

p p p pp p p P

p p p PP P p P

p p p P ip p P P

p P P P ir P P P

P P P P iP P P P i

P P P PP P P P'

P P P P iP P P P

p P P P iP P P P

P P P P iP P P P

P P P P i

P » P P 'P P P P

P P P P 'r v v v'p p p pp p p p

p p P Pp p P Pp p P P

p p P P

'* k k kI. k k k



'k 'k^k'fc

k k k kk k k k

l_

^ Q

QXQcu

Soil Properties

0

11S g*^ u

(/I CL,

a ~2 cCO «->!§SuM

M

M

T3

'11J J

oto 'S.2 •—S J

8(Ncx

CO

CU

al15:50

15:55

16:05

I hereby certify that the information on this form is true and correct to the best of my knowledge.Signature Firm Associates


This formW authcfiz^by Cha&»l's"l44, 147 and 162, Wis, Stats. Completion of this report is mandatory. Penalties: Forfeit not less than $10 normore than $5,000 for each violation. Fined not less than $10 or more than $100 or imprisoned not less than 30 days, or both for each violation.Each day of continued violation is a separate offense, pursuant to ss 144.99 and 162.06, Wis. Stats.

i __^^di^^H 1 _^^M^SHNJ N>

(sj H- i— •— »— ô oo ONKJ ON ON O

rrTT-q i i i i [ i i i i [ i i i i [ i i i i | i i i i | i i i i [ i i i i [ i i i i | i i i i | i i i i [ i i i i [ i i i i | i i i i | i i i i | i i i i | i i i i | i i i i | i i i i [ i i i iO K — o i o o o ^ J ( ^ t - / * - * ^ u i l o ^ - o ^ o o o ^ j o \ t y r ^ u i

On On

tj && \s>

! !Ot 0

—— rTTV • P P - P > • P P P P P P > P P - > P P r , P r •. « « \ V ^ \\\^\\\\\\\\\\\\\N\\\\\\\\%%%%%%%V%%%%%%%%%%%V%%%%%%%%%%^ ^ ' T ' r ^ ^ ^ - r ^' - ' ' ' - '' ' ' ' 'r ' *•'* ' ' ''* * '**' *>'•*•'•'' ' ' '-' rr -" ' r ' r 'r ' % \\\ ''^ ' - \ \\\ \\ \' i\ \ \ \ \ \\\ •• ^^^^ ^^^ ^x*^x*x*x*z*z*x*x*z*x*z*x*x*x*x*z*z*z%%*z*%''r%%'r'' 'p*p'p'p'p'p*»'p''p*r rp rp rpPp rp*p'p rpFp rp rp*pPp rp rp*'*»''** ^ ^ ^ - i ^ ^ ^ ^ ' i ^ *^*^»^*^^^^^^ 4 ^ « *^^^^î^^^*^*^^^^ *,*,'*,'»%%*»%%*»*»'*'v%'P»'P,*,%%%%%%'r * » » » » * » » » » • » »%%%*»%%

'p'p'p'p'p p p p p p'p'r r p p p p p r P P p p P P P P P ^ ' ' ^ ' ^ ' * 1 ' ' ' * * »'»**1 1 *»'»*« * i ' ^ ' * * ' i ** '•«' •* '»* * * *•»**' * »'*''*>lr»*»*»*v*»'*»*»*»*»*»*»*v*»*»*»*»*T*»* » » » » » » » » » » » » » » » » T »

2 2

K o

Number oo3

Length (in) "§-Recovered

Blow Counts

Depth In Feet


And G

eologic Origin For

Each Major Unit


PID/F1D

StandardPenetrationMoistureContent oLiquid !?Limit |Plastic stoLimit

P200

RQD/Comments

Z

Cd

(n

O3_

inU3DJ

n3-

3

OTlO

fc

8NJ

Nl

O

^ Sz 3I 5'I

•n ono o

£ D3O

§ 3 -

3

o1

CJ

CT3"H.frn

1 r~^^*^^^ ' ^^^^^B10 10

t"~j L*J 00 *— *— CT\ L/l •— •

i - i s i s i i i i s i ^ s i i a i i iCO CO

8 e8- 8-o o

o*

5nCTQ

i2.

P p p p p p p p r p » p p p p p p p r r r r » p p p p p r_*,'*,'*^*,*,^,*,*,*,*,*,*,*,*^*,*,^*,*,*,*»*<*^***^*** ***»*********»*w*»*v*»V»*»*v*»Vv*vW-WTWvW»V»*»*v*v*v*»*v*»*v*w*v*v*»*»* » » » » » » • » • • » »

:': : :::::::::::;::::::::::::::::::::::: ^ ::::::::%S:X! : !>: x> !:::: ^ :^

S 2

5 KS ' o

Number


Blow Counts

Depth In Feet

I sg1 0 gS- 8 g3

»• o 2.S, OQ ^•s- "' DS o SC 3- Sa CE. -5'' 3 ".

Tl §0 3•-1


PID/FID


P200

RQD/Comments

^Kli-

t/jo13

"8n'

O3

zo-rt

CO

GnD

v<CO

w3&Jpoft

o71*.4X

t

era

Ul

n &'

3

•n ono o

^ 03£ o§ '

30>

O

CO

t3

!T3

-j\0

CD ms oW COg®&1"STao

~o

CO

a-

§3 I 3n * -5 3~ a t» ; „C

^ | o0 S ^C/i tj NJ

" = 1§• 1-»i na =

> :>^ : ::>x%x:

^

LJ

Number


Blow Counts

Depth In Feet


And G

eologic Origin For

Each Major Unit

usesGraphicLogWellDiagram

PID/FID


P200

RQD/Comments

ina-a0

IPTJ3n3K'

O w

113 o3 -*•

Tl C/5O O

03o

h-1 [->> b

OQ

a1

o1

oon•a"





> GENERAL INFORMATIONWell/Drillhole/Borehole CountyLocation £&u C|aire

D E1/4 of 1/4 of Sec. ;T. N; R. Dw

(If Applicable)

Gov'f Ijnt Grid NumberGrid Location

ft. n N. n s.. ft. n E. n w.Civil Town Name


City, VillageChippewa Falls

(2) FACILITY NAME PRESTOOriginal Well Owner (If Known)

Present Well Owner



Facility Well No. and/or Name (If Applicable) WI Unique Well No.B-9

Reason For AbandonmentTest Boring

Date of Abandonment9-18-96

WELL/DRILLHOLE/BOREHOLE INFORMATION<3) Original Well/Drillhole/Borehole Construction Completed On

(Date)

CD Monitoring WellD Water WellS DrillholeD Borehole

Construction Type:K Drilled CD DrivenC~l Other (SpeciM

Formation Type:£3 Unconsolidated Formation

Construction Report Available?E Yes D No

(Sandpoint) CD Dug

D Bedrock

Total Well Depth (ft) Casinff Diameter (in<; }(From groundsurface)

Casing Depth (Ft.}




Bentonite Chips

(4) Depth tPump &Liner(sScreenCasingI f N o . E

i Water (F«-f) 54.0

Piping Removed? CD Yes D No S Not ApplicableRemoved? CD Yes D No ^ Not Applicable

Removed? CD Yes D No K Not ApplicableLeft in Place? CD Yes CD Noiplain


D Yes CD NoS Yes D NoCD Yes E3 NoD Yes D No

(5) Required Method of Placing Sealing MaterialK Conductor Pine - Gravity CD Conductor Pipe - PumpedD Dump Bailer CD Other (Explain)

(6) Sealing MaterialsCD Neat Cement Grout1 1 Sand-Cement (Concrete) GroutI 1 Concrete1 _ 1 Clay-Sand SlurryCD Bentontte-Sand SlurryS Chipped Bentonite

From (Ft.)

Surface


or Volume

56.5 17 Bags


CD Bentonite PelletsCD Granular BentoniteCD Bentonite-Cement Grout


(8) Comments


mature of Person Doing y/ork

Street or Route101 Alderson Street


Schofield, WI 54476

Date Signed


DNR/COUNTY


Route To:D Solid Waste0 Emergency ResponseD Wastewater

D Haz. WasteD Underground TanksD Water ResourcesD Other


Page 1 of 3Facility/Project Name License/Permit/Monitoring Number

National Presto Industries-Lagoon No. 1Boring Drilled By (Firm name and name of crew chief) Date Drilling Started



Boring Location

WI Unique Well No.

State Planesw 1/4 of SE 1/4 of Section 34

CountyChippewa

Sample

u13

1

!

!!

^•o

*J ôo oc o

*?

18

(«eoUoS1125

195611

991012

SU.c2Q.UQ

-

— 1

•~2

-3

-4

-5

—6

—7

__ QC

-9

-10"

-1:

-12

09/20/96

Common Well Name Final Static Water LevelFeet MSL

N, E Lat ° ' "T 28 N,R 9 W Long ° ' "

DNR County Code9


Each Major Unit

Black medium to coarse sand fromground surface to

Brown medium to

Same as above

Same as above

1.5 feet

coarse sand

U

DSW

Boring NumberB-10


09/20/96

Drilling Method

HSA

Surface Elevation Borehole DiameterFeet MSL 7.0 Inches



UIS

52Xvl*x*x*M'X*'X*X'»*»V>

II'*******

r r r rr r r rr r r r

r r r rr r r *r r r rr r r r

r r r r ip r * rr r r rr r r r

w f r rr f f r

w r r rr r r r* r r r

''/'/','''.'r r r rr r r rr' r* r' r

r r r rr r r rr r r r

r r r rf r r rr r r r

e r r rr r r r

r v r r

v p r rb b b t

b b b b

k b b bb b b k

b b b bb b b b

b b b bb b b b

'b'b'b'b

\ *fc f c b* 'b

v''X

UH— 00

Qza

Soil Properties

oH COTO U*

IsI/} O-

U- 4-<

3 c(/] ^

laM

M

M

•o —

11

o ^w? 'c

51 '—1

0

Cu

CU

olCdU8:55

9:05

9:10

I hereby certify that the information on this form is true and correct to the best of my knowledge.Signature Firm Eder Associates


This form iâuthÂ^d^by £liap/te^sK144, 147 and 162, Wis. Stats. Completion of this report is mandatory. Penalties: Forfeit not less than $10 normore than $5,000 for each vioUffon. Fined not less than $10 or more than SiOO or imprisoned not less than 30 days, or both for each violation.Each day of continued violation is a separate offense, pursuant to ss 144.99 and 162.06, Wis. Stats.

1 — ™ **^^^^ — —o^^^^H(0 N>

K £ °° <" £ *> 5 ^

on on

n r&u P& tfl£j pi

I 1

f'r'r'f'f'f'r p p p - p - p p p p p r r P P P P P P P P P P ~ » ~ ~ * » ~ ' * ' * '*.'_* *_* * ' * * ' •*-*-*-*-*-'-'»* ** ' * "* <• * •• ' <• "* i *» »*»*»*»*»''»'r ' T V * ' ' ' ' ' ' ' ' ' ' ' * ' ' ' ' ' r ' ' T ' * * ' T T » T v v » v » v » T » T Tr p p r p r r p r r r r r r p r r r r r r r r r r r r r < i ^ ^ 4 ^ ^ t ^ ^ • • • . • • • « • • » ^ » « • « % » » • » » • • • » » ' ^ ' ' » ' » » » I » » ' P T I T I » T I » T V T » » » » » T ^

p p p p » » p p p r r r P p p p p p r ' P ' ' P '_'.' * _ * _ * _ * _ ' ' _ _ _ _ - - _ _ _ , , ^ - ^_ _ _ _ _ ^ _ _ _ _ _ _ _ _ _ _ _ T _ _ T T T T - T T - V T V T V V V V V V V V

2 2

§ i

Number


Blow Counts

Depth In Feet

Soil/Rock DescriptionA

nd Geologic Origin For

Each Major Unit


PID/FID


P200

RQD/Comments

H

^

2

0n2.(/>

COo3

C

re•-i

CO1— »o

G

oP_

^

u

orr

3

sro

•aTO

s>

o

o 5?n p"3 S3 o

S I1-1

T1 C/2

i =

[—'b

fro

O

onT3•o

____ ^^1 ^H | — _^^Mfli^^^H

O _u, <*

1 £ SGI ;———————————————— i" " r" V ' "I" ' '!' " '!' " T' ' 'i' " 'i' ' "i" ' 'i1 " 'i" "i1 ' "

DB m8 OS- CD= <§)8- ftS- 2crpop0

"8

£

^

F?

0

C3

OQ

S.0.

CL

0pft

00Krt&cr0

*&^*ft"5

(JQ

<

;:u : : ;* i \\ \ % %

2 2

oS "•"

Number


S?aTJr*

Blow Counts

Depth In Feet

> ^Q. 0

S1 o So n> ?DET O o

S o rp-(ra *^"o" "' ^

ill•n %O "^M


PID/FID


P200

ono

7

S'

RQD/Comments

o

zCT*

Wi0

GnosVtt>w§nni

o-n

i£NJ

Ul

3 _.*~" (^

3,8z 5S 5'

§ 3 -

o1

op00

•a"2.r»mp


Route To:D Solid WasteO Emergency Responsel~l Wastewater


Soil Boring Log InformationForm 4400-122 7.91

Page 1 of 1Facility/Project Name License/Permit/Monitonng Number

National Presto Industries-Lagoon No. 1Boring NumberB-21

Boring Drilled By (Firm name and name ot crew chief) Date Dril l ing Started Date Dril l ing CompletedBoart Longyear (Mike Mueller)


Boring LocationState PlaneSW 1/4 of SE 1/4 of Section 34

CountyChippewa

Sample

uuJO

3z

!

Leng

th (

in)

Reco

vere

d

3

12

12

3OU

oCQ3556

6576

3344

SPU

5TQ

•.-1

—2

-3

-4

-5

-6

—7

09/24/96 09/24/96

Dril l ing Method

HSA

Common Well Name Final Static Water Level Surface Elevation Borehole Diameter

Feet MSL Feet MSL 7.0 InchesLocal Grid Location (If applicable)

N, ET 28 N,R 9 W I

1 -, u 1 »Lat D N D E_x>ng ° ' " Feet D S Feet D W

DNR County Code9


Each Major Unit

Black-brown medium to coarse sand

Brown medium to

Same as above

coarse sand

EOB @ 7 feet

C/3uDSW


CJ

f°ox>l»l>£>:|:|*x•x

r rr r

r r

r r

r rr rr rr rr r

r r rr

r rrr

r r

• j:

u,— Ml

PID

/FID

Soil Properties

o

11°2 uIsin Q. Moi

sture

Cont

ent

M

M

M

T3

'§•!J J

u ^

ol II]

oocso. RQ

D/

Com

men

ts

13:45

13:50

13:55



This form is au'thor#e<Kby Chapmen'144, 147 and 162, Wis. Stats. Completion of this report is mandatory. Penalties: Forfeit not less than $10 normore than $5.000 for each violation. Fined not less than $10 or more than $100 or imprisoned not less than 30 days, or both for each violation.Each day of continued violation is a separate offense, pursuant to ss 144.99 and 162.06, Wis. Stats.


Route To:D Solid Wastel~l Emergency Response[~1 Wastewater

D Haz. Wastel~l Underground TanksC] Water ResourcesD Other




Boring Drilled By (Firm name and name ot crew chief) Date Drilling Started Date Drill ing CompletedBoart Longyear (Mike Mueller) 09/24/% 09/24196

Dril l ing Method

HSA

DNR Facility Well No. WI Unique Well No. Common Well Name Final Static Water Level Surface Elevation Borehole Diameter

FeetMSL Feet MS L 7.0 InchesBoring Location Local Grid Location (If applicable)State Plane N, E Lat ° ' " Q N j-j E

SW l / 4 o f S E 1/4 of Section 34 T 28 N . R 9 W Long Ol" Feet D S Feet D WCounty DNR County Code

Chippewa 9Sample

Num

be

C *O

C od> u] fV

• 18

• l8

1

enaoU0

CQ2114

3357

SU.egE.uQ

---1

t-2

^3

—4


Each Major Unit

Brown oily medium to coarse sand

Brown medium to coarse sand

Same as above

EOB @ 4.5 feet

U

SW


J3& 00

0.3l>lxttv$rrr vr

r rr rr r

y'r

— 00

QPL

QCU

Soil Properties

oJ3 «CH l_i

11oo a,



SiQiU14:05

14:10



This form isûtho'r&e&fy Chag^*/144, 147 and 162, Wis. Stats. Completion of this repon is mandatory. Penalties: Forfeit not less than $10 normore than $5,000 for each violation. Fined not less than $10 or more than $100 or imprisoned not less than 30 days, or both for each violation.Each day of continued violation is a separate offense, pursuant to ss 144.99 and 162.06, Wis. Stats.


Route To:D Solid WasteC] Emergency ResponseD Wastewater

D Haz. WasteD Underground Tanksl~l Water ResourcesD Other





DNR Facility Well No. WI Unique Well No. Common Well Name



09/24/96

Tinal Static Water Level

Boring LocationStatesw

Plane1/4 of SE

CountyChippewa

Sample

J3z1I[!

j?-o

h?s1 t> OJ ja1 i ft1

20

15

12

CoUo34655

561113

7142022

5766

uU.c

N, E1/4 of Section 34 T 28 N . R 9 W

Feet MSL

Lat ° ' "


cL<uQ

-1

—2

-3

—4

-5

-6

— 7

-8

-9


Each Major Unit

Black-brown oily medium to coarse sa~"!

Same as above

Same as above

Same as aboveBrown medium to coarse sand

BOB @ 9.5 feet

00UonDSW



09/24/96


Drilling Method

HSA


Local Grid Location (If applicable)D N

Feet D SD E


u

«• ont-H O

0 J

Ir r

''r

' .'

• '

r rr pt r

r r

' '.

r rr r

* *

* *

— ob

laQ

aEC

Soil Properties

o£3 csCQ l_i

~5 uIsoo a.

u

Moi

stui

Cont

ent

M

M

M

M

T3

I.Iy ^ 8

o.

toHu

QiU14:20

14:25

14:30

14:35



This form is auy<oride6'gy/Chap^jaxi44, 147 and 162, Wis. Stats. Completion of thisjeport is mandatory. Penalties: Forfeit not less than $10 normore than $5,000 for each violation. Fined not less than $10 or more than $100 or imprisoned not less than 30 days, or both for each violation.Each day of continued violation is a separate offense, pursuant to ss 144.99 and 162.06, Wis. Stats.


Route To:D Solid WasteEH Emergency Responsed Wastewater

D Haz. WasteD Underground TanksD Water ResourcesD Other


Page 1 of 1Facility/Project Name License/Permit/Monilonng Number

National Presto Industries-Lagoon No. 1Boring

Boring NumberB-24

Drilled By (Firm name and name of crew chief) Date Dri l l ing Started Date Drilling CompletedBoart Longyear (Mike Mueller)



CountyChippewa

Sample

|

1

1

Leng

th (

in)

Reco

vere

d

12

13

12

18

C/J

e0U

0CQ1124

4344

5664

66911

o£

H.<uQ

— 1

-2

-3

—4

-5

-6

-7

-8

—9

09/24/96 09/24/96

Drill ing Method

HSA


FeetMSL Feet MSL 7.0 InchesLocal Grid Location (If applicable)

N, E Lat ° '" r-, N n £

T 28 N,R 9 W Long ° ' " Feet D S Feet D WDNR County Code9


Each Major Unit

Brown oily medium to coarse sand

Same as above

Same as above

Same as aboveBrown medium to coarse sand

BOB @ 9.5 feetBackfilled with bentonite pellets

00Oin

SW


U

ra" oo0.3

*»>£\0\t\t:

>&>:|:|:|\*\*\*

p e r

r r rp r rr r r

r r rr r r

p r fp r pr r pp r pr r r

p p pp p p

P p Pr p P

P p Pp p pp p p

'•'•'''r'v't

r r rp p p

p p p» r r

» r rr f r

p p pr t r* p rr r rr r r

'p'r'r

r r rr » rP r r

t—— Ofi

PID

/FID

Soil Properties

Stan

dard

Pene

tratio

nM

oistu

reCo

nten

t

M

M

M

M

;o _ o

1 1O

(X RQD/

Com

men

ts

14:50

14:53

14:55

15:00

I hereby certify that the information on this form is true and correct to the best of my knowledge.Signature Firm Associates


This form isZauthoTlZatfjJy CMpte/s 144, 147 and 162, Wis. Stats. Completion of this report is mandatory. Penalties: Forfeit not less than $10 normore than $5,000 for each vio+anon. Fined not less than $10 or more than $100 or imprisoned not less than 30 days, or both for each violation.Each day of continued violation is a separate offense, pursuant to ss 144.99 and 162.06, Wis. Stats.


WELL/DRILLHOLE/BOREHOLE ABANDONMENTForm 3300-5W 11-89



GENERAL INFORMATIONWell/Drillhole/Borehole (

Location

1/4 of 1/4 of Sen(If Applicable)

Gov't I fitGrid Location

ft. n N. n s..

\(2) FACILITY NAME PRESTO,ounty

Eau Clairen E

;T N- R. PI W

Grid Nnmhpr

ft n F n wCivil Town Name


City, Village

Chippewa Falls

Original Well Owner (It Known)

Present Well OwnerPRESTO

Street or Route





9-19-96

[If Applicable) WI Unique Well No.

WELL/DRILLHOLE/BOREHOLE INFORMATION(3) Original Well/Drillhole/Borehole Construction Completed On

(Date)

LJ Monitoring WellD Water WellE3 Drillholen Borehole

Construction Type:K Drilled D Driven (PI Other (Specify^

Formation Type:[XJ Unconsolidated Formation

Construction Report Available?E3 Yes D No

Sandpoint) CD Dug

D Bedrock

Total Well Depth (ft) Casing Diameter Cin<; )(From groundsurface)

Casing Depth (Ft )




Bentonite Chips

(4) Depth in Water (Feert Dry

Pump & Piping Removed? CD Yes D No ^ Not ApplicableLiner(s) Removed? D Yes CD No £3 Not ApplicableScreen Removed? D Yes D No Kl Not ApplicableCasing Left in Place? D Yes D NoIf No, F.iplain

Was Casing Cut Off Below Surface? D Yes D NoDid Sealing Material Rise to Surface? ^ Yes D NoDid Material Settle After 24 Hours? D Yes [3 NoIf Yes, Was Hole Retopped? D Yes D No

(5) Required Method of Placing Sealing MaterialE3 Conduct^ p;"e - Gravity LJ Conductor Pipe - PumpedD Dump Bailer D Other (Explain)

(6) Sealing Materials For monitoring wells andCD Neat Cement Grout monitoring well boreholes onlyCD Sand-Cement (Concrete) Grout1 1 Concrete 1 1 Bentonite PelletsCD Clay-Sand Slurry CD Granular BentoniteCD Bentonite-Sand Slurry CD Bentonite-Cement GroutE3 Chipped Bentonite

No. YarFrom (Ft.) To (Ft.) Sacks Sea

or Volut

Surface 45.0 15 B<


Signature of Person Doing WorkJC^tsML^.Street or Route

101 Alderson Street

Date Signed

)D-^-q^Telephone Number(715) 359-7090


Schofield, WI 54476

ds,lant Mix Ratio or Mud Weightne

igs

tfii^x: ::::::::::::F :i|i 6lt: $5^ :l;t ^LY:: ::::: >pMfrX*o&l<ftWtrtspdcted;

J^vloe^rtlro^snkir: : :

Pa fow:up;ifecefisaiy. :

:: : :: : EXsMjci/CbKrto[' :: :: ;:

DNR/COUNTY


Route To:D Solid WasteO Emergency ResponseD Wastewater









09/19/96


Boring LocationState Plane N, ESW l / 4 o f S E 1/4 of Section 34 T 28 N,R 9 W

LatLong ° ' "

County DNR County CodeChippewa 9

Sample

uJD

3

1

-

11

M

1•

's'"a

1C U4> — 1

E,Q

.

-1

-2

-3

-4

-5

— 6

-7

-8

-9

-10

-11

-12


Each Major Unit

Red-brown medium to coarse sand

Same as above

Same as above

U

SW

Number Borine NumberB-ii


09/19/96

Drilling Method

HSA

Surface Elevation Borehole Diameter

Feet MSL 7.0 InchesLocal Grid Location (If applicable)

D N D EFeet D S Feet D W


o

a" oo53•:•£>;hp*p^p%

;j£;|;r-*r-*VS*

'p p P tP p p P

p p p Pp p p P

p p p pp p p P

P p p Pp P P Pp p p pP p p Pp P P PP r P P

P r p Pp p p Pp p p Pp p P Pp P P Pp P P Pp p p pp p p Pp p P Pp p P P

p p p Pp p p Pp P P PP p P rp P r PP P P rp p p p

p p p rp p p r

p p p rr'p P T

P P P fP P P P

p p P rp p p P

p p p Pr r P P

P P P Pp p p rp P p P

r r p Pr P P P

p r p Pr P P P» r P Pp r P *p r P Pp r P P4 k fc t

* t t tI t t t

fc t t k

t * h *.* k b *

fc fc k *k t h fc

* t k fc

b fc * fc1. k k (,

k k. * k>. k. k t

'Xvl

i~,~u _«

Q

Q

Soil Properties

oc3 u,

u3 C

'J 0

M

M

M

M

-o'11J J

o

CX

e

<y 1QiU11:50

12:00

12:05

12:15

I hereby certify that the information on this form is true and correct to the best of my knowledge.Signature Firm ^der Associates


This form is authonzM by Chaffs 144, 147 and 162, Wis. Stats. Completion of this report is mandatory. Penalties: Forfeit not less than $10 normore than $5,000 for each violation. Fined not less than $10 or more than $100 or imprisoned not less than 30 days, or both for each violation.Each day of continued violation is a separate offense. pursuant to ss 144.99 and 162.06, Wis. Stats.

1 mi~^^^^^ ' — "^^^^^^to toto O

[ 1 1 1 1 [ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [ 1 1 1 1 1 1 1 1 1 [ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .[ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1

on V

n ftO9 P*K t"

O O

'^^^x•^x•X'X'^X'X'^^^^x•X'X'X£'v,v.;,;,;,;,v,;,v,^,;,;.;,;,;,^,;,v,;,v,;<.;,^^^* '** ******** '*' '*' ' m* ************** ** *' '*' f**'*'*' *********** * •» * * * * » \\*.»*.1*.1'''»\\''.«\'1.,\'.»\\\\\\\\\\%\\*»*»*w'%'r *»%%%'*'»*»*»* * * * ' T * »%'»''»'*W%V'» W*»%%%'*»*,%%%'rT%'*',

^ r r P p 'p r r r r r r r r r r r r ' r ' r r r ' r*» 'p*p r F r r r r r r 'p P r ' r r r ' r r r r »• * ^ ^ *_ W_'_ W_'*_'*-1_'* *-*_'-'_*_*-''_* ''_'.'_*_*_*_*_' _*_*.*_*_*_*_*_'r_*'_'r_*_*_*'_ir_*_lr » » • » • » ' » '»''i'%T'»'%%%*»%*»%%%'r»*»%%'r»1*

2 2

i-o r?L» j tot^l c '

Number


Blow Counts

Depth In Feet


And G

eologic Origin For

Each Major Unit


PID/FID


P200

RQD/Comments

3

VIo

3•oCD2n'

03o

Zc

?M

C

o*<"

nrrnn

O•no

Xto

~Om

0

is,3

gA O8 3 -

o1

•o"2.o

1

EOB @

49.5Backfilled w

ith bentonite pellets

v

White fine grained sandstone

-. 1

__-^di I "^^^B^0 SiLrt "~*

o B S - .i i i i | i • i • | i i i • | • . . i | • i i i | i i i i | . i . . | . . . . | . i i • | i i i • | • i i i | • i i • | • • . i | • • • • | • i i i | i i i , | , , , ,

3 0 0 ^ 1 O i v ^ > ^ U J N J > - O V O O O ~ J O \ L H * . L J

00

n81n

• r *' r* r* r* r* r* r t' f r F r r * * * * * * * * * * * * * * * * * * * * ** « * * « « « * * 4 4 ^ v * v v v * v * * * 4 p * v T v v v v v v v v v v v * T V »*V F*ip**'*»V|»*»*v*»*r r r r r r r r r r r r r * * * * * * * * * * * * * * * * « * * * ^ « * * * * * * * * * * * * * > * > * > * > v * > * > * > * > * > * > * > * > * i * > * * * » v * * * * > * v * > * * v v > * > > * > v v v v v * i v. f r r r r r r r r r r r r * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * v v * > v * > * ' * > * > * l * > * > * > * > * i * > * > v v v * * * w v * > v v * > * * > T V * > * > < r v T Vr r r v r r r r r r » r r * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * v v v v v v * ' * > * > * > * > * > < r * > * > * > * > * > v v v v * * * v * * * > * > w v v * > * > * - v v «. r r r r t p p r r r r r r * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * v v v v v * > * > v v * ' * > * > * > * > * > * > * > * > * > * > v * > * > v * * v * > * > * > * * i v v * > v v vp r r r r r r r r r r r r * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * v v v - r - r T v - v * - v v v v v v * > * ' * > * > * ' * > v * > v * v v v * > v * v v * > v v v - *• f p r r p p r r r r r r r * *_*.*_* * * * * * * * * * * * * * * •»_'»_•'_•«_ W*_WW '-*-'-"'_1*_'r **" *_T ^ *_T ' ' • ' ' • r v v v T » T * ' ^ * ' » » » * > * > » » » * . * . » T » T T . T ^

-

2 2

w wb 'j^L^ <-"

Number c«


Blow Counts

Depth In Feet


And G

eologic Origin For

Each Major Unit


PID/FID

StandardPenetrationMoistureContent £Liquid 5Limit "oPlastic S'Limit

P200

RQD/Comments

CDO3

ZC

n•

w1h—

Use only as an attachm

ent to Form 44

sN>to

2>an

w

O-h

K) f-> b

(TO

3*5"

oinc•o

"





GENERAL INFORMATIONWell/Drillhole/BoreholeLocation

1/4 of 1/4 of Sec(If Applicable)

Oov't I fitGrid Location

ft. D N. D s.,

County

Eau ClaireD E

;T. N; R. l~~l W

Orid Number

ft n F. n wCivil Town Name



(2) FACILITY NAME PRESTOOriginal Well Owner (It Known)


Street or Route



B-llReason For Abandonment



(Date)


Construction Type:S Drilled CD Drivenl~l Other fSpecifv}

Formation Type:S3 Unconsolidated Formation

Construction Report Available?E*3 Yes D No

(Sandpoint) 1 1 Dug

D Bedrock

Total Well Depth (ft) Casinfr Diameter (ins }(From groundsurface)

Casing Depth (Ft )




Bentonite Chips

(4) Depth to Water (FeetPump & Piping RemcLiner(s) Removed?Screen Removed?Casing Left in Place?

j Drywed? CD Yes CD No ^ Not Applicable

CD Yes CD No ^ Not ApplicableD Yes CD No S3 Not ApplicableCD Yes CD No


D Yes D NoE*3 Yes D NoCD Yes E3 NoD Yes D No

(5) Required Method of Placing Sealing MaterialS Conductor Pipe - Gravity CD Conductor Pipe - PumpedCD Dump Bailer CD Other (Explain)

(6) Sealing MaterialsCD Neat Cement GroutCD Sand-Cement (Concrete) Grout1 1 ConcreteD Clay-Sand SlurryCD Bentonite-Sand SlurryC3 Chipped Bentonite

From (Ft.) To (Ft.)

Surface 48.0


or Volume

15 Bags


CD Bentonite PelletsLD Granular BentoniteCD Bentonite-Cement Grout


(8) Comments



City, State, Zip CodeSchofield, WI 54476

Date Signed


DNR/COUNTY


Route To:D Solid WasteCD Emergency Responsel~l Wastewater

n Haz. Wastel~l Underground TanksCD Water ResourcesD Other






Boring LocationStateSW

Plane1/4 of SE

CountyChippewa

Sample

« §

———10

20

20

</l

coU_oCO1247

37610

3458

S£

N, E1/4 of Section 34 T 28 N,R 9 W

License/Permit/Monitoring Number

Date Dr i l l ing Started

09/23/96


I

Lat " ' "

-ong ° ' "DNR County Code9

H.uQ

-1

-2

-3

-4

-5

-6

-7

-8

-9

-10

-11

-12


Each Major Unit

Black medium to coarse sand with blacktar-like substance


Same as above

00UV)DSW

Boring NumberB-12A

Date Drill ing Completed

09/23/96


Drilling Method

HSA


Local Grid Location (If applicable)D N

Feet D SD E


o

§" 60

a.3Iv •!-mm.P% P*

!»! !'p*r p*

p P i

p P pp p rp P Pp p rr r rp r p

p p pp p p p

p p pp p P

r P p

p p P I

P p pr r Pp p pp p pp p P I

'''' ''.'

r p P Ip p p

p p P Ip p P

p p pp r P I

p p pp p P I

p p p

p p Pp p P. h t

t l> fch k i

h i hk fc k

t k kb * *t i t

k k k

'v •'b k k

\\ 1'

— oo

îiO— «

aX

Soil Properties

o

a!oo a.

u3 Cts a1(3

M

M

M

"O

IsJ J

ooo 'cta c

IX -J8(N(X

cuIIecu13:35

13:40

13:50

I hereby certify that the information on this form is true and correct to the best of my knowledge.Signature Firm £(jer Associates


This form is aVthoriêdVrjy Chapters 144, 147 and 162, Wis. Stats. Completion of this report is mandatory. Penalties: Forfeit not less than $10 normore than $5,000 for each violation. Fined not less than $10 or more than $100 or imprisoned not less than 30 days, or both for each violationEach day of continued violation is a separate offense, pursuant to ss 144.99 and 162.06, Wis. Stats.

1 ^r^^"^^ ' »a^^^B

3 8

~ ^ | O O O V >£> VO CT> Ul

| 1 1 1 1 | 1 1 1 1 | 1 1 1 1 | I 1 1 1 | 1 1 1 1 [ 1 1 1 1 [ 1 1 1 1 | 1 1 1 1 | 1 1 1 1 | 1 1 1 1 | 1 1 1 1 [ 1 1 1 1 | 1 1 1 1 | 1 1 1 I | 1 1 1 1 | 1 1 1 1 [ 1 1 1 1 [ 1 1 1 1 [ 1 1 1 1 [ 1 1 1 1

00 00

ft ftu ^K i«o- a-s <n CD

*.*.', * rrp

rrF

rF

rr . r » r . r » r c r p r p*p*p*p*r*p*P*P*P*P*p P r F p r r r * '*** * *'* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * • » » » » » » * > V*»*V**>**»**>*<*'*»*T*»**t*V**tTT*V**>W»T»*»*»*w*w*»>*w**>*»*r»**>'»V—_ _ _ r - , , , - , f f r P P P P P P P P P P P P P P P P * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ^ » ' » * > * ' * > v v v v ^ * > v * ' v v » » » » » » * > * > » » ^ » * • • » » » » »V»

2 S

E ^5 8

Number


rn3

Blow Counts

Depth In Feet

g*S1 o -O CD ?0^T O^ O

W •"• ^^

° ° s^ rS' —IJ %_i 13"' 3 —.

•n g0 3


PID/FID


P200

£

-a3?5"

RQD/Comments

o2

2:n

ftH-

>

cn

^s3

K!0

q3

O

£

hj

TJ

'"M

O

u

•^ «

£ o

a, sT P

PDa

-n ooo o

f. CD*. o§ 3 -^;TON> r"> b

TO

5"o1•-t

00

T3"2.FTn>3

r-^m \ _^~m00 f0

U1

S ^ - 5 « ^

J

CO FT8 C?r CD*+*

g©S-£Iff•5-25TP?S

T3n

C/1

k.

CcR

r»no»-t

I

§aC/1

pre

. , | , , . , | . . . . | . , , . , , , , , | . , , , | , ... | , , , , , , , , ,A U l ( > J U J U J l > J O J U >O -o o o ' ^ j o ut *«. uj

li! * ^ 4 •» v v v v v v T v v v v v T V v v v v v v ^ ' v v v v v v v v v v v v ' r v v »T»1 1 * 1 ^ V V ^ V V V ' V V T V V V V V V V V V V V V V V ' V V V W V V V V V V T V T V ^« * 1 » • P » » » » T » T ' » T T T » T » T * » » » T » » » » » T » ^ » » T T » T » T T

1 4 « 4 4 V V V V V V V T T - V ' V V V V V T V V V * * V V * V V V V V V V W V T V V V Y* 4 * * V V V V V V V V - V f T V V V V V V V V V V V T V T T ' T ' V V V V V V V T V ' r T

2 2

A -UU> r—O *-/!

Number w


Blow Counts

Depth In Feet

1*IS!3" ° Q-^ tre ^£' « Ds o aC 3- QB "5--0'

3"§•-1


PID/FID

StandardPenetrationMoistureContent o5

Liquid 7Limit -§Plastic nLimit

P200

RQD/Comments

o5Z

n-i

Cdih*K>>

no3

*-<

(uDWKiorro

o•noi*-4 .

O

ro

3TO

0-*)

n &"

3

O- iZ

•n ooo o

s$§5'^^K> i—i> bw

3"o>

O

on•a"S-re"


WELL/DRILLHOLE/BOREHOLE ABANDONMENTForm3300-5W H-gg



A GENERAL INFORMATIONWell/Drillhole/Borehole CountyLocation Eau Claire

D E1/4 of 1/4 of Sec. ;T N- R H W

(If Applicable)

fiov't I,ot Grid NumberGrid Location

ft. D N. D S., ft. D E. D W.Civil Town Name


City, Village

Chippewa Falls

(2) FACILITY NAME PRESTOOriginal Well Owner (U Known}

Present Well Owner




B-12AReason For Abandonment


9-23-96



(Date)

LJ Monitoring Well Construction Report Available?CD Water Well El Yes D NoEl DrillholeD Borehole

Construction Type:El Drilled G Driven (Sandpoint) CD Dug[~l Other (Specify^

Formation Type:L*J om.ui.oOHdated Formation LJ Bedrock

Total Well Depth (ft) Casing Diameter Cinsl(From groundsurface)

Casing Depth CFtl

Was Well Annular Space Grouted? D Yes D No D UnknownIf Y« , To What Depth'' Feet


Bentonite Chips

(4) Depth to Water (Feet) P^YPump & Piping Removed?Liner(s) Removed?Screen Removed?Casing Left in Place?If No, Explain

CD Yes CD No E] Not ApplicableCD Yes D No El Not ApplicableCD Yes CD No E] Not ApplicableCD Yes CD No

Was Casing Cut Off Below Surface? D Yes D NoDid Sealing Material Rise to Surface? E] Yes [H NoDid Material Settle After 24 Hours? D Yes El NoIf Yes, Was Hole Retopped? D Yes D No

(5) Required Method of Placing Sealing MaterialEl Conductor Pipe - Gravity CD Conductor Pipe - PumpedD Dump Bailer D Other (Explain)

(6) Sealing Materials For monitoring wells andCD Neat Cement Grout monitoring well boreholes only1 1 Sand-Cement (Concrete) Grout1 1 Concrete CD Bentonite Pellets1 1 Clay-Sand Slurry CD Granular BentoniteCD Bentonite-Sand Slurry CD Bentonite-Cement Groutl*J Chipped Bentonite


or Volu

Surface 41.0 12 B


ags


Signature êrson Qoitu Work


Date Signed

JO-3-%,Telephone Number

(715) 359-7090City, State, Zip Code

Schofieid, WI 54476

mM^M-yfm&m^,Ss

R

&

viKwrtlKsÊKkir

fc>w:up;Nece«sar

M D<?Kipj^by:el/CBHrtOf

.':

DNR/COUNTY


Route To:D Solid WasteCD Emergency Responsen Wastewater

D Haz. WasteC] Underground Tanksl~l Water ResourcesD Other




Boring Drilled By (Firm name and name of crew chief) Date Dril l ing Started Date Dri l l ing CompletedBoart Longyear (Mike Mueller)


Boring LocationState Planesw 1/4 of SE 1/4 of Section 34

CountyChippewa

Sample

13z1\\1I

•o"§

I OO Oc o4> D

*

,,

30U

0CQ2245

4556

3359

ouU-c

-CQ.UQ

-.-1-

-2

-3

-4

J-5

-6

17

-8

-9

-10

.-11:

-12

09/23/96 09/23/96

Common Well Name Final Static Water Level Surface ElevationFeet MSL Feet MSL

Drilling Method

HSA


Local Grid Location (If applicable)N, ET 28 N . R 9 W 1

T of " ' "Ut D N.ong ° ' " Feet D S

DNR County Code9


Each Major Unit

Black medium to coarse sand

Brown medium to

Same as above

coarse sand

GOUGODSW


o

HoO(- oO J

X*X'jX|X;XjX;x*':'i•;$!•!p p p pp p p Pp p p pr p p pp p p p

r r P pp p p pp p p pp P p pp p P pp P p PP p P pP P p rp p P pp p p pp P P pp P p PP p P pr P p pp P P PP P P pP p P pP r P Pp p p pp p p p

P » P pP P p p

p P P p

p P P pp p p pp P p r

p p P p

p p *• pp P p p

p p P •p P p P

p P P pP P p Pp p p pP P p Pp p P pp p p pp P p P

r P P Pb b b b

b b b b

b t b bb t b i,

b b b bk b b b

k b b bb b b b

b b b bb b b b

b b b bb b b b

b b b b

b b h b

b b b b

v~

^ Q

Q

QcC

D EFeet D W

Soil Properties

_oH rtTO l_

"2 aIsGO (X

a HC/J ._!

°§SuM

M

M

•a'1-1J -

oils j cs0,

VI

golOoo: u15:55

16:05

16:10



This form is^jthofiîecttfy Chapt/rs L44, 147 and 162, Wis. Stats. Completion of this report is mandatory. Penalties: Forfeit not less than $10 normore than $5,000 for each violatrorh Fined not less than $10 or more than $100 or imprisoned not less than 30 days, or both for each violation.Each day of continued violation is a separate offense, pursuant to ss 144 99 and 162.06, Wis. Stats.

M Ko

h- — .... — i o <j\ i-«1^1 — " *î i i i i i i i i i i i i i i i i i i | i i i i | i i i i | i i i i | i i i i | i i i i | i • i . | . . . • | • • • • | i i • i | • • • • | • • • • | • • • • | • • • • | • • • • | • • • • | • • • •

s - s t g s s s s s s s - s s s s s ; ^ * : : ;00 j?

1 "K ^

i !3 "

..'.'.'.'.'.'.'.'r'p'r'r'r'p'f'p'p'r'r'r'p'p'r'r'p'r'* r r * * * * * '.'.',*,*,*,'.*,','',',',',', ',',',*,',',',*,*,',*,*,',*,%%%%%%%%%%%%%%%%%%%%%%%*»%*»%%%%%%**>%*'»*»''»%, , , . r p p r » P * P r r r r r r r r p p r p p p p ' * * * * * . . - » • « « « • • * * * * * • » • « * * * * * * * * * * * * • * • * - * - v T - r * - » T T » » ' » » » * ' ' P » * I * I * I * ' * ' * ' » » » * > * ' » * » » * I » » »

r , , , f r r r r r r r » P r P r r r r r » P P P P P * *,', \%\\ \\ * * * * * * * * * * * * * * * * * * % * * * * * * * * • * • * • * • * • * • • * • • » • » • » » » • * • » • » • » » » » * • * • * > * • » » * • * • * • * • * • » * • * • » * > * • * >

2 2

— ON^ M8 o

dumber

Length (in)lecovered

VI

T3n

Blow Counts

Depth In Feet

B OO0. 0

0 0 »cr o oS o £•00 ^^. o Do _ o'-t O ut

?t|-ri" 3 *""*

?§


PID/FID


P200

RQD/Comments

o

T3nn

goo

K 3

3

U)

•fl C/5a 2.

K) r-i> boo

ooo•o•o_f»

re

^L

co mo Ox- ca— ®8-6^ •"*>§•' 2<T>

0

rtn"1/1

1

: iOJ

UloUJ1 ' " 1

^ ^*> ro

ca3*:3

3

O

nac3

B£t/i

PiaonO

::: i :

H

C7\

l/l

^

Sis>

o o *" *•

1 1 1 1 [ 1 1 1 1 | 1 1 1 1 | 1 1 I T | 1 1 1 1 j 1 1 1 1 | 1 1 1 1 | 1 1 1 1 [ 1 1 1 1 [ 1 1 1 1

00Kn8cro

So

Number ^——————————— 3Length (in) '%•Recovered

Blow Counts

Depth In Feet

>Q. O

!||&3 •— • r .

5 o ag=t|-X p g.

-i


PID/FID


Liquid 2?Limit •§Plastic nLimit

P200

RQD/Comments

°3

C

rt

CdU)

r0

n

rao•no

Si

(*.

•n2

COo

£ 5 *eraETo1

oen•o

I3


WELL/DRILLHOLE/BOREHOLE ABANDONMENTForm3300-5W H.g9





Cmv't I .orGrid Location

ft n N n s

County

Eau Clairen E

; T. N; R l~~l W

Grid Number

ft n F n wCivil Town Name





Street or Route





9-23-96



(Date)

CD Monitoring WellD Water WellE3 DrillholeCD Borehole

Construction Type:E3 Drilled D DrivenPI Other (Specify)

Formation Type:^ Unconsolidated Formation

Construction Report Available?(El Yes D No

(Sandpoint) CD Dug

D Bedrock

Total Well Depth rft) Casino Diamprpr Cin« ^(From groundsurface)

Casing Depth fFt )




Bentonite Chips

(4) Di-pth fn Water (Feel) 43.0

Pump & Piping Removed?Liner(s) Removed?Screen Removed?Casing Left in Place?If Nn, Explain

D Yes D No S Not ApplicableD Yes D No S Not ApplicableD Yes D No ^ Not ApplicableD Yes D No

Was Casing Cut Off Below Surface? D Yes D NoDid Sealing Material Rise to Surface? S Yes l~~1 NoDid Material Settle After 24 Hours? D Yes K NoIf Yes, Was Hole Retopped? D Yes D No

(5) Required Method of Placing Sealing MaterialH Conductor Pipe - Gravity CD Conductor Pipe - PumpedD Dump Bailer CD Other (Explain)

(6) Sealing Materials For monitoring wells andCD Neat Cement Grout monitoring well boreholes onlyD Sand-Cement (Concrete) GroutCD Concrete CD Bentonite PelletsD Clay-Sand Slurry CD Granular BentoniteCD Bentonite-Sand Slurry CD Bentonite-Cement GroutS Chipped Bentonite


or Volu

Surface 43.0 15 B

rds.alant Mix Ratio or Mud Weightme

ags

(8) Comments



Street or Route —101 Alderson Street

Date Signed

JO- 3- 9lpTelephone Number(715) 359-7090


Schofield, WI 54476

fl$£:::::::::::::::x::FW;pNfcpK<

ffilllSII I

^Qywvys£<jNL.Y: DxsKiel/CoMrt*" <:

DNR/COUNTY


Route To:n Solid WasteCH Emergency Response[~l Wastewater

D HHZ. Waster~l Underground Tanksl~l Water ResourcesD Other



National Presto Industries-Lagoon No. 1Boring Drilled By (Firm name and name ot crew chief)



Boring LocationState PlaneSW 1/4 of SE

CountyChippewa

Sample

J

'

11

Leng

th (

in)

Reco

vere

d

20

16

ts>asoUo

CO1124

3479

25711

ILU-

uuQ

-1

_ 2

-3

-4

-5

" 6

—7

1 O

-9

WI Unique Well No. Common Well Name

N, E1/4 of Section 34 T 28 N . R 9 W



09/19/96


Lat ° ' "


-10

— 1-

— 12


Each Major Unit


Same as above

Same as above

00

U00

SW



09/19/96

Drill ing Method

HSA

Surface Elevation Borehole DiameterFeet MSL 7.0 Inches



o'js«" 00u. oo J3

•:•:•:•:•i'l£!•&'&;£;£********p p p p

p p p *p p p pp p p pp p p r

p p p p i

p p p pr p p P i

p p p pp p p p i

p p P Pp p p p i

p p p Pp p P P i

p p P Pp p p P <

p P P Pp p p p ip p p p i

p p p P

p r P P

''/.'',''.'r P P Pp p p p i

p p p p ip p p r

p p p p 'p p P P

P p P Pp p r p

p p p Pp p p p

p p p Pr r P P

p p p PP p p Pb b b bb b b bb b b b

'b b b b

b b b *

*b*b f c b k b

b b b b4 b b bb b b b

b b b bb b b b

2— 00

PID

/FID

Soil Properties

Stan

dard

Pene

tratio

nM

oist

ure

Cont

ent

M

M

M

•o'11J J

O

c/l p 8CNo. RQ

D/Co

mm

ents

15:35

15:45

15:50

I hereby certify that the information on this form is true and correct to the best of my knowledge.Signature Firm £({er Associates


This form is auuiorizewpy ChapferJ3H4, 147 and 162, Wis. Stats. Completion of this report is mandatory. Penalties: Forfeit not less than $10 normore than S5.000 for each violwton. Fined not less than SIO or more than $100 or imprisoned not less than 30 days, or both for each violation.Each day of continued violation is a separate offense. pursuant to ss 144.99 and 162.06, Wis. Stats.


Soil Boring Log Information SupplementForm4400-122A 7-91


Num

ber

Leng

th (

in)

Reco

vere

d

1 21

• 23

• 2211

J

V)

C0u0

CQ5566

5

91213

9121216

uuU.

.ea,Q

•.-13-

-14

-15

h-16

-17

-18

-19

-20

-21

-22

-23

-24

-25

-26

-27

-28

-29

-30

.

-31

-32


Each Major Unit

Same as above

Same as above

COUCO

o

M* 00

5.3X*X*>***^>&**.*":|:|:|:|X*X*•I**.****.jjjijij*********;£>**X**

*>***!*'p p pp p P pp p pp P p p

p * p pp p p ip p p pr p P ip p p pp p p i

p p p pp p p i

p p p pp p P i

p p P pp p P i

p p p pp p p i

p p p i

p p p pp p p ip p p p

p p p ip p p p

p p Pp p P p

P p pp p p pp p p

p p p pp P p

p P p pP p p P

p p pp P P p

p p pp p p p

P p Pp p p p

p p pP P T P

P P PP P P P

P P PP P P P

P P Pk k k kk k k* k k kk k k k

k k kk k k k

k k kk k k k

k k k k

k % k kk k k k

k k k k

k k k kk k k kk k k kk k k kk k k kk k k kk k k kk k k kk k k k

k k k k* k k k

k k k kk k k k

= 1(JJ Cfl

£5 PID

/FID

Soil Properties

Stan

dard

Pene

tratio

nM

oistu

re[C

onten

t

M

M

M

•o'11J J

o ^11 oo

CNO. RQ

D/Co

mm

ents

16:00

16:10

16:20

CD m8 2PT* CO2©i •• Ol

B-oTB0B.

"8Ot/i

a

o

I,y

^^p*-•

iSi3

erafc;-

a1CL03

2

5L*JO

T 1 1 1 [ 1 1 1 1 | 1 1 1 1 [ I T 1 1 | 1 1 1 1 | 1 1 1 1 | 1 1 1 1J OJ UJ L»J C*J LjJ V,»i

D OO -J O\ I^l ^ Ui

• » » » » » » » . - » » » » » » » » » » » » » » »'»T'»TVr»i*Vrir'rTTvW»*»*'w*

^ » V W » » » _V V » _» W » f » » » » V V V V V V V V V V - V V T V T V W

Number


Blow Counts

Depth In Feet

Isi?s lB- O o2 0 G.

Cro ~£. o a•1 O 8it!-•-• 3 C.

'rl 2O •3


P1D/FID


P200

RQD/Comments

OO

T3n

on0

•a

o"*1

(>l

•a ^K n3 OH -îf^ <i3 5

° sz SI 5'3

•n2

CDo

K) p> b

OP

5"o1

o300

•a"S.r»

<Ti3


WELL/DRILLHOLE/BOREHOLE ABANDONMENTForm 3300-5W 11-89


provisions of Chapters NR 111, NR 112 or 141, Wisback.



Gov't InrGrid Location

ft n N. n s

County

Eau ClaireD E

; T N; R D W

Grid Number

ft n R n wCivil Town Name


City, Village

Chippewa Falls


Present Well Owner







(Date)

LJ Monitoring WellCH Water Well§3 DrillholeD Borehole

Construction Type:E3 Drilled D DrivenPI Other (Specify)

Formation Tvpe:C*J Uncoiiiol idated Formation

Construction Report Available?S Yes D No

(Sandpoint) LJ Dug

D Bedrock

Total Well Depth (ft) Casing Diameter (ins />(From groundsurface)

Casing Depth (Ft )




Bentonite Chips

(4) Depth to Water (FeetPump & Piping RemcLiner(s) Removed?Screen Removed?Casing Left in Place?If No, Explain

> Dry>ved? D Yes D No ED Not Applicable

D Yes D No S Not ApplicableD Yes D No S3 Not ApplicableD Yes D No


D Yes D NoE Yes D NoD Yes ^ NoD Yes D No

(5) Required Method of Placing Sealing MaterialE*J Conductor Pipe - Gravity 1 1 Conductor Pipe - PumpedD Dump Bailer d Other (Explain)

(6) Sealing MaterialsLJ Neat Cement GroutCH Sand-Cement (Concrete) GroutLJ ConcreteD Clay-Sand SlurryLJ Bemonile-Sand Slurry^ Chipped Bentonite

From (Ft.) To (Ft.)

Surface 39.5

No. Yards.Sacks Sealant

or Volume

14 Bags


L~D Bentonite PelletsLJ Granular Bentonited Bentonite-Cement Grout



Boart LongyearSignature of Person Doing Work

SreeTor Rdîte ^"^ "" —101 Alderson Street

Date Signed

IO-3-9UTelephone Number

(715) 359-7090City, State. Zip Code

Schofield, WI 54476

f4D~

R

K

fc^:-:-tt-&>K&faie:3l:ecelve<HtrtSptt3fct

:vffSw.yj(sj«nk)r;::

3 ipK:up;Nec^sary

[fcpK£pV#rL-: :•:•:•:•:•:•:•:•:•:•:-:

?.l&RimXm-m-&:+<<:-IDiSKl 2/GtJHJH <••••

DNR/COUNTY


Route To:D Solid Waste[D Emergency Responsel~l Wastewater

D Haz. WasteC3 Underground Tanksl~l Water ResourcesD Other


Page 1 of 3Facility/Project Name License/ Permit/Monitoring Number

National Presto Industries-Lagoon No. 1Boring NumberB-15A

Boring Drilled By (Firm name and name of crew chief) Date Dr i l l i ng Started Date Dri l l ing CompletedBoart Longyear (Mike Mueller)



CountyChippewa

Sample

Num

ber

I

|-

1-

Leng

th (

in)

Reco

vere

d

I -

r

C/J

c

(3o

calll7

3768

3456

i;U,

o.<UQ

.--1

-2

-3

—4

-5

-6

-7

-8

-9

-10

— 11

-12

09/23/96 09/23/96

Drilling Method

HSA



N, E Lat ° ' " n N PI FT 28 N.R 9 W Long ° ' " Feet D S Feet D W

DNR County Code9


Each Major Unit

Dark brown medium to coarse sand withfew fine gravel

Brown medium to

Same as above

coarse sand

onUC/5

SW


oIS«• ooi-, o0-J

! >Xf. v.": W. >,v: WI >Xf» *x*.. v/> %v> v/>% %

» r rr r r

r f rr f »

r r rr f f

r f rr f rr 9 tr r r

r r rr r r

', ''.'','' '//•

'• "i-y.r r rr r

r r r

r f rf r w

: jxj

* k**11*& k *.

* fc'1!.*'*

* f c ^ f c 1 ^

• M\

UH— on

PID

/FID

Soil Propenies

Stan

dard

Pene

tratio

nM

oistu

reCo

nten

t

M

M

M

-o

11

U

to 'c_£3 C

8<ND. RQ

D/Co

mm

ents

10:45

11:00

11:10

I hereby cenify that the information on this form is true and correct to the best of my knowledge.Signature Firm Associates


This form is authori££d/by Chapren 144, 147 and 162, Wis. Stats. Completion of this report is mandatory. Penalties: Forfeit not less than $10 normore than $5,000 for each vbfcftion. Fined not less than $10 or more than $100 or imprisoned not less than 30 days, or both for each violationEach day of continued violation is a separate offense, pursuant to ss 144 99 and 162 06, Wis Stats.



Boring Number B-15A Use only as an attachment to Form 4400-122. Page 2 of 3Sample

Num

ber

Leng

th (

in)

Reco

vere

d

• 22!

21

Blow

Cou

nts

3

61010

6

1315

5UH

C

ex<UQ

-13

-14

-15

-16

-17

-18

-19

-20

-21

-22

-23

-24

-25

-26

-27

-28

-29

-30

-31•

-32


Each Major Unit

Same as above

Same as above

00O00D

CUeO W>o2

Si-!

1r%%%£

***X*P*P*P*P

1r r t ir P > 1

p*p*»rr'r r r ir r r rr r r ir P P i

r P P P

?:?:r r P Pr P P ip r P rp P r ip r P r

p P P Pp P P i

'I'M'!p p p pprr P P'p P r <p r P Pp P P ir r P P

p P P ip r P Pp P P i',',','p p P Pp P P i

P r P P

r p p '

k » k k& k kk * fc fcb fc kk » fc fc

^ » » k

k k k

k k kk k k k

fc k k k

k*k k kk k k k

k k k kk k fc fc

k k k fck » fc k

k k k kk k k k

k k k fck k k k

k k k kk k k k

k k fc fck k fc fc

* k fc kC * k *

k k fc fck k fc fc

fc fc fc kk k fc k

* k fc fck » fc fc

k k k kfc k k *

i k k fck k k fc

— s?£5 PID

/FID

Soil Properties

Stan

dard

Pene

tratio

nM

oist

ure

Cont

ent

M

M

"2 ~ 0 ^

to 'cm cO. J

8CNCU RQ

D/Co

mm

ents

11:20

11:30

DO piB 2W 03

g®|S< Oft

a- 2moan•o2.sfw

^-u

o wS3 ÛJoo

Brown fine to m

edium grained sandstone

1 \ 1 \ ".

2

't-^

1 1 | 1 1 I 1 | 1 1 1 1 | 1 1 1 1 | 1 | 1 1 [ | | | 1U> U> Ui U> UJ^J ON trt *h. uj

V V V V V V V V V V V V V V V T V V V V V V V T ' V T * »' V V V Y V V V V * * * V T V W V V V V * * V * V V V V

> » » » » » • *^» » v » » »*» » »T»*»*V'»v»*»*w*»*»*'»*V '»X%%*X%%'X%%%%''X%%%%''I%%''X%%"

dumber


Blow Counts

Depth In Feet

£ « «D. 0

o n 70=r o o2 0 £.(TO ^£. o- D8 o aI f f

i11'


PID/FID


P200

RQD/Comments

inp•o_n

C/5o•o0

T3n3a'C/)

On

"O

wI

U)

o

o"

*•oZ

T1O £§ CD

O, g-nwro p-> b

era

O

C/3C•a"H.fTn>3


WELL/DRILLHOLE/BOREHOLE ABANDONMENTForm 3300-5W H.gg



) GENERAL INFORMATIONWell/Drillhole/BoreholeLocation


Oov't LotGrid Location

ft n N n s

County

Eau ClaireD E

; T N; R Fl W

find Number

ft n R n wCivil Town Name





Street or Route



B-15A(If Applicable) WI Unique Well No.


Date of Abandonment


(Date)

CD Monitoring WellD Water WellE3 DrillholeD Borehole

Construction Type:G3 Drilled D Driven(~1 Other (Spcrify)

Formation Type:E3 Unconsolidated Formation

Construction Report Available?[3 Yes D No

(Sandpoint) LJ Dug

D Bedrock

Tn'a.1 Well FVprh (ft) Casinp Diameter (ins 1(From groundsurface)

Hating Depth (Ft )



(7) Sealing Material Used

Bentonite Chips

(4) Depth to Water (Feet) PryPump & Piping Removed?Liner(s) Removed?Screen Removed?Casing Left in Place?If No, F.iplain

D Yes D No ^ Not ApplicableD Yes D No S Not ApplicableLI Yes D No S Not ApplicableD Yes D No

Was Casing Cut Off Below Surface? D Yes D NoDid Sealing Material Rise to Surface? [3 Yes D NoDid Material Settle After 24 Hours? D Yes ^ NoIf Yes, Was Hole Retopped? D Yes D No

(5) Required Method of Placing Sealing MaterialS Conductor Pipe - Gravity LJ Conductor Pipe - PumpedD Dump Bailer C3 Other (Explain)

(6) Sealing Materials For monitoring wells and1 1 Neat Cement Grout monitoring well boreholes onlyCH Sand-Cement (Concrete) GroutLJ Concrete LJ Bentonite PelletsLJ Clay-Sand Slurry LJ Granular Bentonite1 1 Bentonite-Sand Slurry 1 1 Bemonite-Cement Grout^ Chipped Bentonite


or Vok

Surface 38.5 11 B

rds,alant Mix Ratio or Mud Weightime

ags

(8) Comments


Sijyature of Person Doing WorkSiaiature or Persi

/t———S iStreet or Route101 Alderson Street

Date Signed



Schofield, WI 54476DNR/COUNTY


Route To:D Solid WasteCl Emergency ResponseCD Wastewater

D Haz. Wastel~l Underground TanksE] Water ResourcesD Other






Boring LocationState PlaneSW 1/4 of SE

CountyChippewa

Sample

Num

ber

!

|I1

\tm

Leng

th (i

n)Re

cove

red

14

19

19

CAS

0QQ1244

5101013

3557

57913

WI Unique Well No. Common Well Name

N, E1/4 of Section 34 T 28 N.R 9 W



09/24/96


I

Lat ° ' "

-xmg ° ' "DNR County Code9

1JC

a.Q

-1

—2

-3

-4

-5

-6

-7

H8•

-9

-10

-1

-12


Each Major Unit


Same as above with some fine gravel

Same as above

c/nUtO

SW


Date Dril l ing Completed

09/24/96


Dri l l ing Method

HSA


Local Grid Location (If applicable)n N n E


o

f MUi Q0 J

Ir f r r if r p r •f w f rf r r r i

r r f rr r f r I

r p p »r P p r

r r f rr f r r ir p r r

r r r r Ir r r r

p P p p (r P r r

r p p r i

'r'p'pV

r r r r ir p r r i

r r r r ip p p P

p r p p ip r p p i

r p p P

r r p p ip r p p

P r P pr r r rk k k k

k k k k

k k k kk k t k

— ^

QEQa!

Soil Properties

Stan

dard

Pene

tratio

nM

oist

ure

Cont

ent

M

M

M

M

•aI.I

uc/J cca fc

IX Z]

S0, RQ

D/Co

mm

ents

8:10

8:15

8:20

8:30



This form is auth6f/ized'#^,(2naptej^J^C 147 and 162, Wis. Stats. Completion of this report is mandatory. Penalties: Forfeit not less than $10 normore than $5,000 for each violatioir Fined not less than $10 or more than $100 or imprisoned not less than 30 days, or both for each violation.Each day of continued violation is a separate offense. pursuant to ss 144.99 and 162.06, Wis. Stats.

1 i^^^M 1 — ^"^^^H

KO 10NJ ^°

to »— oo Ln *O Lfl Cn U>

nm-T[ i i i I | I I i i [ i i I i | I I i i [ i I I I [ 1 I I I | i i i i | I I I I | i I I I [ i i i i [ i i I i | t i i i [ i i i i | i i i i [ i i i i | i i i i [ i i i i [ i i i i | i i i iÔ 00 -*J ^ LA -^ LO

on </s

& Bp P! 1rt ">

,»,»,'t-/>'/,»,»r'>>/t'.^^'/,^^'~V.V.V.'rV.iV.<.'.V.'.*'i''.''.''.''i''.'.''-.''.'''''-'''-''.'.V.i'.i'.l'.\ViV\r r r p r r r p ' ' * r r r r r p ' r r r * '•'•'p'r'r'r'r*******^***^*'***^'1****'***********************^*****^*'*''****1'

*•'•' r'r'r'r' 'r'r'r ' t* *' t* t* f* r* v* r' r' r p f p » r r r r ^ ^ ^ * ^ ' ' ^ ' ' » ^ * * * * * * ' ^ ' ' ' ' ' ' ' ' ' * * ' ':':':':':%':':-:':':':':':':':':<-:':':':':':':':':'>:'>>>>>>>>>>>>>>>'SS:':':>>>'v':'V'X>-^ ^ * * * * * * * * * * * * * * * * * * T******************** ^ ^ * ^ ,t * * * * * * * P * * * * * * * * * * * * * * * * * * * * * v v v v v v v v T

V t * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * v* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *

2 2

00 ??;k *>•o o

CDNumber ^ §

3 3

Length (in) "-J- zRecovered i

Blow Counts

Depth In Feet *———————— c\

D. O5 G

? ff i 2ET O o —^ °~ £• ^^ (TO '^ ^

^ O S ^

i f i 1-> 3 — . 3O =

o 3 3S•no

u s e s -N>

GraphicLogWellDiagram

PID/FID

StandardPenetrationMoistureContent oLiquid 2?Limit | gPlastic nLimit M

P200 °

RQD/Comments

•o "Q) fB

a o3 ->i ?•s. sz 3K 5'

coo

o1

oon

ioI

oa m7? CD

O3O3n•ao_5TCO

r

NJ

to

a

3

c'3

5nQ.

1C/l

O3s

N)

on

n

!' ^ '• ^^^^^»*x*X'X*x*»rXrX'I'X'X'X*x*x*x*I•x•z•z•x%»*''•''''•» ^ 1 •* 1 « •« t •« 1 1 V V T V T V ' V T ' V ' r V V ' T T V V T T T V T T T V V V V V V V * * V^V^V^Vv '*'

1 •* •» 1 1 t 1 f 1 1 T T T T T T T T T T - r i T T - » T » ' » T T T T T T T T T » ^ V » » » » T T » ^ T

s

VD

8

Number tu


Blow Counts

Depth In Feet


And G

eologic Origin For

Each Major Unit


PID/FID


Liquid 7Limit •aPlastic |Limit

P200

RQD/Comments

COo5'•2,c

n

S

GnO

§n

re

0

o

ho

3m

o

on

3 -•

•n on

t g1

§5-

o1

o

•o"

fi3


WELL/DRILLHOLE/BOREHOLE ABANDONMENTForm3300-5W H.gg





Gov't I sitGrid Location

ft n N n s

County

Eau ClaireD E

;T N; R. CD W

Grid Number

f, n P n wCivil Town Name


City, Village

Chippewa Falls

(2) FACILITY NAME PRESTOOriginal Vvell Owner (If Known;

Present Well Owner






9-24-96



(Date) . . . .

CD Monitoring WellD Water WellS DrillholeCD Borehole

Construction Type:S Drilled D DrivenPI Other (Specify^

r '- "".-fie:^ Unconsolidated Formation

Construction Report Available?El Yes D No

(Sandpoint) CD Dug

D Bedrock

Total Well Depth (ftl Casine Diameter lin.O(From groundsurface)

Casing Dpprh (Ft )


D Yes D No D UnknownFee.


Bentonite Chips

(4) Depth to Water (Feet) PryPump & Piping Removed?Liner(s) Removed?Screen Removed?Casing Left in Place?Tf Nn, Fiplain

D Yes D No S Not ApplicableD Yes D No S Not ApplicableD Yes n No ^ Not ApplicableD Yes D No

Was Casing Cut Off Below Surface? D Yes D NoDid Sealing Material Rise to Surface? S Yes D NoDid Material Settle After 24 Hours? D Yes E3 NoIf Yes, Was Hole Retopped? D Yes D No

(5) Required Method of Placing Sealing MaterialW Conductor Pipe - Gravity 1 1 Conductor Pipe - PumpedCD Dump Bailer CD Other (Explain)

(6) Sealing Materials For monitoring wells andCD Neat Cement Grout monitoring well boreholes onlyCD Sand-Cement (Concrete GroutCD Concrete ', CD Bentonite Pellets1 1 Clay-Sand Slurry ' CD Granular BentoniteCD Bentonite-Sand Slurry CD Bentonite-Cement Groutl*J Chipped Bentonite


or Volu

Surface 42.0 14 B


ags


Signature of Peqon Doins Work

ft — / i^fÛ^Street or Route101 Alderson Street

Date Signed

IO-^-^CPTelephone Number


Schofield, WI 54476

'^^MtfmimDateiR^Si^trtsp^

Ri:yJDi^yHSpRc3k)r: :

RfllfctK:kp:N"ecessary

iti? £>lt£QWtr£:W&fi®&# ::

EiisiftojCttiriOf- :

'•':

DMR/rOTTNTY


Route To:D Solid Wasten Emergency Responsen Wastewater

n Haz. Wastel~l Underground Tanks[~l Water ResourcesD Other




Boring Drilled By (Firm name and name of crew chiet) Date Drilling Started Date Dril l ing CompletedBoart Longyear (Mike Mueller) 09/24/96 09/24/96

DNR Facility Well No. WI Unique Well No. Common Well Name Final Static Water Level Surface Elevation BFeet MSL Feet MSL

Drilling Method

HSA

orehole Diameter7.0 Inches

Boring Location Local Grid Location (If applicable)State Plane N, E Lat ° ' " j-j N |-| £

SW l / 4 o f S W 1/4 of Section 34 T 28 N . R 9 W Long °'" Feet D S Feet D WCounty DNR County Code

Chippewa 9Sample

Num

ber

1

1

I

Leng

th (

in)

Reco

vere

d

18

„

eoUo

CQ1157

4

89

3878

u

H.UQ

-1

-2

-3

-4

-5

-6

—7

-9

-10

:— n

-12


Each Major Unit


Same as above

Same as above, few fine gravel

COUCODSW


0

exM OO

0.3ip p p pp p p p

p P p rp p p P

p p p rP p p Pp p p rp p •

'SSSs

p p p P

p p p p

r p p pp p p pp p p p

p p P Pp r p Pp p P Pp r P Pp r p pp r P Pp p p pp p p pp p p pp p r pp » r rt t * *t b t t

t t t •>» t * fct * * *i t * »t t fc hk fc t t>

(. k. b bh t h. 1.

6K,

3 oo

PID

/FID

Soil Properties

Stan

dard

Pene

tratio

nM

oist

ure

Cont

ent

M

M

M

T3

IIoto '3— -S 8

(ND. RQ

D/Co

mm

ents

10:00

10:10

10:15

I hereby certify that the information on this form is true and correct to the best of my knowledge.Signature Firm E<jer Associates


This form is6ûth<#ik&i/fjy Cha{<S?rl44, 147 and 162, Wis. Stats. Completion of this report is mandatory. Penalties: Forfeit not less than $10 normore than $5,000 for each violation. Fined not less than $10 or more than $100 or imprisoned not less than 30 days, or both for each violationEach day of continued violation is a separate offcnse, pursuant to ss 144.99 and 162.06, Wis. Stats.

I _^î^H 1 _ _^^*rtlHto —

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

n nK B8- a-< <o <*

,',',',',',',',', p , rrp

r ' rprrrp

rp

prrrp

rr ' r ' , rr rr r»Pr r»'*'p\\\\\ ^ ^ l * * * * * l l l ^ * * * » ^ * * * * l * * * * * » v v » V T » T*V%%%*»'*»%%%%%%%v

vT»%%1r»*.r%*»%%Tv'rT%%%%%%''

2 S

o 9bl &

Number on———————— 1Length (in) "g-Recovered

Blow Counts

Depth In Feet

a onO. OS1 o ~cr o o2 5" 8-05 ~

S' o 8—— •=! 0

B €-3-« S «.

!? §o —


PID/FID


Liquid 7Limit •§Plastic sLimit

P200

RQD/Comments

?3

h—-4

0

•<w

n3

O•no

N)to

t-J

O wn SJ

T3 5*B3 fp3 o

K 5'3

§5-to r-> 6

00

5"o1

o3

TD"2.oI

t.1.

DO ffl8 Off 032(g)S.w"• t-n

s"0s.ou

aKJ

0

jft

3n>o32£'3

00

aen

O.Ô

s. *. .

2

o

Number


Blow Counts

Depth In Feet

.9 r/^CX O

S1 o ^& o "§

&. R- a° O Si=« 1-S- 5- H.

•~i


PID/FID


P200

RQD/Comments

3

SPT3O

3Bc«

COI

" trt

S, Sz 5I 5'I70n

•n2

COo

O

1



WELL/DRILLHOLE/BOREHOLE ABANDONMENTForm3300-5W ij .gg


GENERAL INFORMATIONWell/Drillhole/Borehole CountyLocation Eau ciaire

D E1/4 of 1/4 of Sec ;T. N; R Fl W

(If Applicable)

finv'r I.ot Grid NumberGrid Location

ft n N n s ft n F n wCivil Town Name



(2) FACILITY NAME PRESTOOriginal Well Owner (It Known;

Present Well Owner



Chippewa Falls, WIFacility Well No. and/or Name (If Applicable) WI Unique Well No.




fDate)

D Monitoring WellD Water WellS DrillholeCD Borehole

Construction Type:S Drilled CD DrivenPI Other fSpecify^

Formation Type:E*J Unconsolidated Formation

Construction Report Available?£3 Yes D No

(Sandpoint) CD Dug

D Bedrock

Total Well Depth (ft) Casinc Diameter f i n s 1(From ground surface)

Casing Depth fFi 1


D Yes D No CD UnknownFeet


Bentonite Chips

(4) Depth tPump &Liner(s'ScreenCasingIf No, E

1 Water (Feert Dry

Piping Removed? CD Yes CD No S Not ApplicableRemoved? CD Yes CD No ^ Not Applicable

Removed? CD Yes CD No 13 Not ApplicableLeft in Place? CD Yes CD Noxplain


D Yes D NoK Yes D NoD Yes ^ NoD Yes D No

(5) Required Method of Placing Sealing Material^ Conductor Pipe - Gravity CD Conductor Pipe - PumpedD Dump Bailer CD Other (Explain)

(6) Sealing MaterialsCD Neat Cement GroutCD Sand-Cement (Concrete) GroutCD ConcreteD Clay-Sand SlurryCD Bentonite-Sand SlurryM Chipped Bentonite

From (Ft.)

Surface


or Volume

35.0 10 Bags


CD Bentonite PelletsCD Granular BentoniteCD Bentonite-Cement Grout


(8) Comments




Schofield, WI 54476

Telephone Number(715)359-7090


Route To:D Solid WasteC] Emergency Responsel~l Wastewater

D Haz. Wastel~l Underground Tanksn Water ResourcesD Other


Page 1 of 3Facility /Project Name License/Permit/Monitoring Number

National Presto Industries-Lagoon No. 1Boring NumberB-18B

Boring Drilled By (Firm name and name ot crew chief) Date Drilling Started Date Drilling CompletedBoart Longyear (Mike Mueller)


Boring LocationState PlaneSW 1/4 of SW 1/4 of Section 34

CountyChippewa

Sample

UiuI1

|

1

Leng

th (i

n)Re

cove

red

10

2

19

21

e0U|53234

5101519

17131319

3699

uU-

cxQ

-1

-2

— 3

—4

-5

-6

—7

— 8

-9

-10

-11

-12

09/24/96 09/24/96

Drilling Method

HSA



N' E Lat fj N Q E

T 28 N,R 9 W Long ° ' " Feet Q S Feet D WDNR County Code9


Each Major Unit

Black medium to coarse sand with littlefine gravelBrown medium to

Same as above

Same as above

coarse sand

ooU00

DSW


o

oS

1F p p pr w rr r r r

F p pp p p Pp F p Pp p p r

r P Pp r p Pr P r pp p p Fp F p Fp p F Fp P P Pp r Pp P P Pp P r ip F F P

p p p r ip F F P

p p p P 'p P P Pp p pp p P P

p p P ip r P P

p p pP P P P

p * P

p P P Pp P P Pp p P i

p p P Pp P P Pr p P Pp p Pr p p P

p p Pp p P P

p p p pp r P Pp p p pp P r Pr p P r

r * F FF P P P

P P F PF P P F

b b b bb b b b

b b b bb b b bb C b b

b b b bb b b bb b b b

b b b bb * b b

b b b bb b b b

b b b b* b b k

b b k tb * k k

b b k k

k b b «.b b b b

b b k bb b b b

11 PID

/FID

Soil Properties

Stan

dard

Pene

tratio

nM

oist

ure

Cont

ent

M

M

M

M

•o'11J J

u

10. RQ

D/Co

mm

ents

11:45

11:55

12:05

12:10

I hereby certify that the information on this form is true and correct to the best of my knowledge.Signature Firm E<jer Associates


This form is a<ithoj/ii(($/f>y Chapjfrrs 144, 147 and 162, Wis. Stats. Completion of this report is mandatory. Penalties: Forfeit not less than $10 normore than $5,000 for each violation. Fined not less than $10 or more than $100 or imprisoned not less than 30 days, or both for each violation.Each day of continued violation is a separate offense, pursuant to ss 144.99 and 162.06, Wis. Stats.

1 MJi BB 1 aa^J^B

hj f°0 0

53 0 0 1 " £ £ * ">

S §O fft

R K&) PCT" O"

| 3

r r p p p p p p p p p p p p p p * » * * * * * * * r r * r l * * * * * * * * * * * '•'•'•'•'•'•^•^•'•'^'m'm'^^^'a'^'^'^'*'***^ • » V » » ^ V V » V V V » » V » » » W » » » T » » ^ » ^ V » V V V V T V Vp p p p p p p p p r p p p p P P P ' P P P * * * * * * P ^ * ' ' ^^^ '« ^ * ^ » * ^ * ^ i i i i ^ * ^ « * ^ * » T -r v * v » v » » » » » • • • • • • • • • * •* ' v v ^ v v v v v v v *

Ppr»*pr»Pp*p*p'p*r*p 'p'r'r'r'p'p'p'r'*'*** P P P P P P P ^ ^ ^ * ^ * * » * » ^ » * ^ < ^ ^ ^ ^ ^ ^ i I « ^ ^ V « ^ ^ « ^ ^ V V V V V V T V V V V T V V V V V V V V V * * V V V V V •^^^^f^r^^^^w'f^p p f p p p p p p p p p p r p p p r r ^ r p p p p p p r r ^ ^ ^^t^^ « »^»^*^'^*^»^*^ ^*i'*'i*^*****^1^'^**'*'******<'i»****^*'r'r^Vv*vTTVT'TTT'ir^Tv*»^»VvVv*vVv*»*»*»*»* » » * » » » T » ' » ^ ^ W V V »p p p » » p p p p p r p r r f » P ' ' P ' P P P ' P ' P * ' ' 1 ' ^ ^ * * * ' *.'-*»*-*-*-' ' ' - ' ' ^ ^ ^ ^ ^ ^ ' * _ * '*_'*_'* _'*1* T T ^ T ^ T T T T ^ V V T V T T T V W W ^ T T T ^ ^ ^ T ^ ^ ^ V T V ^ V T

2 S

v. LJ5l ^

Number M———————— 1Length (in) fRecovered

Blow Counts

Depth In Feet

Soil/R

ock Description

And G

eologic Origin For

Each Major U

nit


PID/FID


Liquid 7Limit -§Plastic n

is>

Limit

P200

RQD/Comments

03O

zc3rt

W

1— I

Gs0^

M3U

ri3-

ni3

oTlO

frs

•oTO

O

O t^113 o

•n ooI -§ 03o

K) [— I> b

00

a1

o1

wo'on•o•a

State of WisconsinDepanment of Natural Resources

Soil Boring Log Information SupplementForm4400-122A 7-91

Boring Number B-18B Use only as an attachment to Form 4400-122. Page 3 of 3Sample

Num

ber

Leng

th (i

n)Re

cove

red

M 2

^

«.3oU0

ffi

50/6

SU-,c

.13H.l>Q

-33

-34

-35

r36

-37

-38

-39


Each Major Unit

Fine to medium grained sandstoneEOB @ 39 feetBackfilled with bentonite pellets

UonD

o

a" oo^ OO J

;:•:;;>;X;X;

!»!»!•!'|:|:|:fijIjXj

l»x'f,,.,..

— 00

PID

/FID

Soil Properties

Stan

dard

Pene

tratio

nM

oistu

reCo

nten

t

M

'3 -ga1 c.— *-^ E I

a. RQD/

Com

men

ts

12:55

Slate of WisconsinDepartment of Natural Resources

WELL/DRILLHOLE/BOREHOLE ABANDONMENTForm3300-5W U.g9



GENERAL INFORMATIONWell/Drillhole/Borehole CountyLocation £,„ Qajre

D El / 4o f l/4of.Sec ; T N; R. flw

(If Applicable)

Oov't I.ot Grid NumberGrid Location

ft n N n s ft. n F. n wCivil Town Name


City, Village

Chippewa Falls

(2) FACILITY NAME PRESTOOriginal Well Owner (li Known)


Street or Route



B-18BReason For Abandonment

Test Boring




(Date)

CD Monitoring Well Construction Report Available?D Water Well E3 Yes D NoS3 DrillholeD Borehole

Construction Type:^ Drilled D Driven (Sandpoint) CD Dug[~1 Other (Specify}

Formation "^vne:^ Unconsolidated Formation CD Bedrock

Total Well Depth (fi) Casing Diameter f ins )(From groundsurface)

Casing Depth (Ft.1

Was Well Annular Space Grouted? D Yes D No D UnknownIf Y« To What Depth1) Feet


Bentonite Chips

(4) Depth in Water (Feetl Dry

Pump & Piping Removed?Liner(s) Removed?Screen Removed?Casing Left in Place?If Nn, F.xplain

D Yes D No S Not ApplicableD Yes D No ^ Not ApplicableD Yes D No S Not ApplicableD Yes D No

Was Casing Cut Off Below Surface? D Yes D NoDid Sealing Material Rise to Surface? ^ Yes D NoDid Material Settle After 24 Hours? D Yes [X] NoIf Yes, Was Hole Retopped? D Yes D No

(5) Required Method of Placing Sealing MaterialW Conductor Pipe - Gravity LJ Conductor Pipe - PumpedCD Dump Bailer CD Other (Explain)

(6) Sealing Materials For monitoring wells andCD Neat Cement Grout monitoring well boreholes onlyCD Sand-Cement (Concrete) GroutCD Concrete CD Bentonite PelletsCD Clay-Sand Slurry CD Granular BentoniteCD Bentonite-Sand Slurry CD Bentonite-Cement GroutLXJ Chipped Bentonite


or Volu

Surface 39.0 12 B

ids,alant Mix Ratio or Mud Weightme

ags

(8) Comments


Signature of gejôn Doiag \Work


Date Signed

Telephone Number


Schofield, WI 54476DNR/COUNTY


Route To:D Solid Wastel~l Emergency Responsel~l Wastewater

D Haz. Wastel~| Underground TanksD Water Resourcesn Other



National Presto Industries-Lagoon No. 1Boring NumberB-19A

Boring Drilled By (Firm name and name of crew chief) Date Dril l ing Started Date Dril l ing CompletedBoart Longyear (Mike Mueller)


Boring LocationState Planesw l / 4 o f S W 1/4 of Section 34

CountyChippewa

Sample

Num

ber

I

I

I•

Leng

th (i

n)Re

cove

red

1 17

1

1

toe3OU0

CD1111

3478

5578

1jg

1Q

— 1

-2

-3

-4

-5

— o

-7

-8

-9

-10

-11

-12

09/17/96 09/17/96

Drilling Method

HSA


FeetMSL Feet MSL 7.0 InchesLocal Grid Location (If applicable)

N, E Lat ° ' " n N n E

T 28 N,R 9 W Long ° ' " Feet D S Feet D WDNR County Code9


Each Major Unit

Brown medium togravel

coarse sand with some

Same as above, few gravel

Same as above

C/3UC/5DSW


o

CO* GO

0.3

ir r r r i

r r r r if f r rr r r rr r r r •r r r rr r * -

r r r ir t f r

r r r rr t f r if f f fr r r r if r r v '

r r r r

'r'Sr'v

* r r rf r r rf f r rf r r f

b b b k

t b t. bb k b k

b h b tb b b h

k b t. k

k 1. b bb b b b

b b b b

B

PID

/FID

Soil Properties

Stan

dard

Pene

tratio

nM

oistu

reCo

nten

t

M

M

M

T3

11J J

0 ^

II 04CU RQ

D/Co

mm

ents

10:20

10:30

10:40

I hereby certify that the information on this form is true and correct to the best of my knowledge.Signature Firm Edcr Associates


This form is<a/uthm#e6/'by Chatffefs 144, 147 and 162, Wis. Stats. Completion of this report is mandatory. Penalties: Forfeit not less than $10 normore than $5,000 for each violation. Fined not less than $10 or more than $100 or imprisoned not less than 30 days, or both for each violation.Each day of continued violation is a separate offense, pursuant to ss 144.99 and 162.06, Wis. Stats.



Boring Number B-19A Use only as an attachment to Form 4400-122. Page 2 of 3Sample

o

Z

1

Leng

th (in

)R

ecov

ered

( 22.5

• 20

j

VI

C

0U

0CO

56911

7

1114

£

K.uQ

-13

-14

-15

-16

-17

-18

-19

-20

-21

-22

-23

-24

-25

—26

-27

-28

-29

-30

-31

-32


Each Major Unit

Same as above

Same as above

U00

o

re* oo0.3

jljjjfi;

II:ij|:|::

•:•:•:•

I1r r * i

» r p r» f f i

r r r er r r i

r r r rr r r i

r r r rr r r i

r r r rr » r '

r f r i

r r r if f f fr r r rr r r i

r r r r

r r r r'

r r r ir r r rr r r i

r r r rr r r i

r r r ir r r rr r r i

r r r rr r p i

r p r rr r r i

r r r rr r r ir r r i

r r r rr r r i

b b b

b b bb b b b

b b b •b b b b

b b bb b b b

b b b b

b b bb b b b

'b b b b

b b b bt. b b bb b b b

b b b bb b b b

b b b bb b b b

b b b bb b b b

b b b b

b b b b

S— 00u .2

PID

/FID

Soil Properties

Stan

dard

Pene

tratio

nM

oist

ure

Cont

ent

M

M

'3 '5a- EJ j

0 ^ o

IX RQ

D/

Com

men

ts

11:00

11:10

a

o

U) Ui U) U>O\ L/» 4^ UJ

co rn toR- CD §

Iw g$!& S 1rt 1-13 £J0 Pg. o.CD (/iP3

" W

S Os

$:$;X'X*>>Z-X*X<'>>>V%%%%V"VVr»%"'»'%VVr»VV%

2

^n

Lrt

Number


Blow Counts

1

Depth In Feet

B C/5

S1 o gP"BS ~~* i— «

*-» O <*

i # -s-"-•• 3 cr.

T1 ^D 3


PID/FID


P200

RQD/Comments

o•B

1?3

09H*vo

D Si>n C•g s3 O

1 3

ZeS

•n ino o

CDO

K> I—1

> bOQ

o300

•a"H.55"n>3


WELL/DRILLHOLE/BOREHOLE ABANDONMENTForm 3300-5W H_89



GENERAL INFORMATIONWell/Drillhole/Borehole CountyLocation Eau Claire

D El /4of 1/4 of Sec. ;T. N; R l ~ ~ l w

(If Applicable)finv't I,ni Grid Number

Grid Locationft. n N n s.t ft. n E. n w.

Civil Town Name





Street or Route


Facility Well No. and/or NameB-19A





(Date)

LJ Monitoring Well Construction Report Available?D Water Well E3 Yes D No^ DrillholeD Borehole

Construction Type:E Drilled D Driven (Sandpoint) CH DugPI Other (-Specify^

Formation Type:K Unconsolidated Formation 1 1 Bedrock

Total Well Depth (ft) Casing Diameter fins }(From groundsurface)

Casing Depth (Ft )

Was Well Annular Space Grouted? D Yes D No D UnknownIf Yes, To What Depth'' Feet


Bentonite Chips

(4) Depth to Water (Feet) DryPump & Piping Removed?Liner(s Removed?Screen Removed?Casing Left in Place?If No, Fiplain

D Yes D No S Not ApplicableD Yes D No S Not ApplicableD Yes D No ^ Not ApplicableD Yes D No

Was Casing Cut Off Below Surface? D Yes D NoDid Sealing Material Rise to Surface? ^ Yes D NoDid Material Settle After 24 Hours? D Yes E3 NoIf Yes, Was Hole Retopped? D Yes D No

(5) Required Method of Placing Sealing MaterialS Conductor Pipe - Gravity 1 1 Conductor Pipe - PumpedD Dump Bailer CD Other (Explain)

(6) Sealing Materials For monitoring wells andLJ Neat Cement Grout monitoring well boreholes onlyLJ Sand-Cement (Concrete) GroutD Concrete CD Bentonite PelletsLJ Clay-Sand Slurry LJ Granular BentoniteEH Bentonite-Sand Slurry CD Bentonite-Cement GroutS Chipped Bentonite


or Volu

Surface 36.0 1 1 B


ags


Signature of Person Doine Work

Street or Route 14~101 Alderson Street

Date SignedI f\ *7 f~\lit j — ^x — ^vLO


City, State. Zip CodeSchofield, WI 54416

'^^•^•^f^$m55

Re

hi

vwwc

»lsedytrtsp?

rtlHsuMt&ri

DNR/COUNTY


Route To:D Solid WasteD Emergency ResponseCH Wastewater

D Haz. WasteD Underground Tanksl~l Water ResourcesD Other




Boring Drilled By (Firm name and name of crew chief) Date Dril l ing Started Date Drill ing CompletedBoart Longyear (Mike Mueller)


Boring LocationStateSW

Planel / 4 o f S W 1/4 of Section 34

CountyChippewa

Sample

|Z

I!

Leng

th (

in)

Reco

vere

d

0

16

1 fl1 O

c3OU_oCQ1111

14223

4478

77811

uU.

c.UQ

---1•

-2

-3

-4

-5

-6

-7

-8

-9

-10

-11

-12

09/17/96 09/17/96

Drilling Method

HSA

Common Well Name Final Static Water Level Surface Elevation Borehole DiameterFeet MSL Feet MSL 7.0 Inches

Local Grid Location (If applicable)N, ET 28 N . R 9 W I

T nr vi i iiLat n N n E_x>ng ° ' " Feet D S Feet D W

DNR County Code9


Each Major Unit

Brown medium togravel

Same as above

Same as above

coarse sand with some

C/2U

DSW


0

a" oo0.3I

r r r r

r r fr r r rr r rr r r »r r rr r r rr » r

r f r rr r rr r r rr r rr r r rr r rr » r rr r rr r r rv r r

r r r rr r r

r r r rr r r

r r r rr r rr r r

r r r rr r rr r r

r r rr r r

r r r» r r r

r r r rr r rr r r rr r r

r r r rr r re r rr r r rr r r

r r r rr r rr r r rt b «.* h t,

t t * tt. » *v t t fc

t t tk. t I t

b * t

k fc kk k k k

k k k

— 00

PID

/FID

Soil Properties

o1«CQ IM

"5 t>|s Moi

sture

Cont

ent

M

M

M

M

•o

11

0 ^

11 8(N(X RQ

D/Co

mm

ents

8:00

8:05

8:10

8:20



This form iyauôVieey by Chapters 144, 147 and 162, Wis. Stats. Completion of this report is mandatory Penalties: Forfeit not less than $10 normore than $5,000 for each violation. Fined not less than $10 or more than $100 or imprisoned not less than 30 days, or both for each violation.Each day of continued violation is a separate offense, pursuant to ss 144.99 and 162.06, Wis. Stats.

U

EO

B@

31 feetBackfilled w

ith bentonite pellets

—

uc

J

f?

aTO"ia"O.

0.

0O

S

«dk 1 ——•^•ri^H | __^^^H

~ - K

"i' ' ",L' ' "i" ' 'i" ",1" ' ',!>' " 'i" ' ',1' ' ' ',1" ",L" ' 'i" ' ' ' ' ' ' ' ' ' ' " ' ' ' ' ' ' ' " ' ' " " ' " ' ' ' ' " 'oo oo

K Ka- o-o o

!'''^*;'^'^'l''^'^'*^'^'*''*r'**^'''''*S''S'''''^'''X' r 'F'r 'p'f 'p'r 'r 'p'r 'r 'r 'r 'p r - r r r r r r » * ^ i *_'"_'_*_'_'_'_^_'.^. '-1 ' *.*_'*_*.'_*.''. '*-*-'' * ' '*_'*_'* "" ' * * »*»*»*»*»***»* '»T^%%%%%%%*»%%VT'rT'''»%*»%''»%%%%'*'T'rT%%%*

2 2 2

VO 00 00

5 § K

Number


Blow Counts

Depth In Feet


And G

eologic Origin ForEach M

ajor Unit


PID/FID


P200

RQD/Comments

1n

*0

z

CDO5'2c

fB-1

ccc

c

iv;wCO

b)3tugO3-

3

O

31

toNJ

2?TO

K(

O-*,

2,2;

•n on

§ 3 -ro r-1> b

tra5"o1

o300

•a•a



All abandonment work shall be performed in accordance with the provisions of Chapters NR i l l , NR 112 or 141, Wis.Admin. Code, whichever is applicable. Also, see instructions on back.



flOV't \M

Grid Locationft. n N n s ,

County

Eau ClaireD E

;T. N:R CD W

find Number

ft n E. n wCivil Town Name


City, Village

Chippewa Falls

(2) FACILITY NAME PRESTOOriginal Well Owner (It Known)

Present Well Owner




B-20(If Applicable) WI Unique Well No.




fDatel


Construction Type:S Drilled D Driven["I Other (Specify^

Formation Type:£3 Unconsolidated Formation

Construction Report Available?S Yes D No

(Sandpoint) CD Dug

D Bedrock

Total Well Depth (ft) Casing Diameter fins >(From groundsurface)

Casing Depth (Ft 1




Bentonite Chips

(4) Depth to Water (Feet) DryPump & Piping Removed?Liner(s) Removed?Screen Removed?Casing Left in Place?If No, Piplain

D Yes D No S Not ApplicableD Yes D No S Not ApplicableCD Yes D No K Not ApplicableD Yes D No

Was Casing Cut Off Below Surface? D Yes D NoDid Sealing Material Rise to Surface? 13 Yes CD NoDid Material Settle After 24 Hours? D Yes S NoIf Yes, Was Hole Retopped? D Yes D No

(5) Required Method of Placing Sealing MaterialS Condv-'-- IV-~ °~jviry CD Conductor Pipe - PumpedCD Dump Bailer D Other (Explain)

(6) Sealing Materials For monitoring wells andCD Neat Cement Grout monitoring well boreholes onlyCD Sand-Cement (Concrete) GroutCD Concrete CD Bentonite PelletsCD Clay-Sand Slurry CD Granular BentoniteCD Bentonite-Sand Slurry CD Bentonite-Cement GroutIXJ Chipped Bentonite


or Voli

Surface 31.0 11 B

rds,alant Mix Ratio or Mud Weightime

ags



/<• —— -T^Lstî-^^Street or koutc *101 Alderson Street

Date Signed

/0-S-quTelephone Number(715) 359-7090

City, State, Zip CodeSchofield, WI 34476

9£J:::::::x':x":::x'::l:t&:I?N£ '$& CiijDai

K*

fei

ftJtetfelsddjtta

(tswortlropwrf

fc>w:Mp:N"ec"es

SpCCted; ; v ; ;

or ;:•: :: •

saryx :•

DSWiSSSMtfr: ; ; ; Dtsltkl/CbMJtCf

DNR/COUNTY

APPENDIX B

APPLICABLE OR RELEVANT AND APPROPRIATE REOUIREMENTS

LLV59JO HIT

The following listing of ARARs has been extracted from the May 1996 ROD for the NPI site

remedy. A number of these ARARs would apply to the Lagoon No. 1 response action.

LLV59MWT

B.

The selected remedy will meet all ARARs under federal, and more stringem state environmentallaws. A IistofARARsforthc She is contained in Tables 2 and 3, The primary ARARs that willbe achieved by the selected remedy are:

1. Chemical gpriffr

Chemical-specific ARARs include those laws nod requirements that regulate the release ofcontaminants to the environment These include:

cu [42 U-S'C § 7401 rt ""I* ™»»l» Environmental Protection Law,Subchapter Hi-Air PoOntion [Wii. Stat 144JO-144.426J

40CFR 50; Wis. .Admin. Code NR 404. 445- Air Pollution Control Regulation*. These regulationsestablish standards for emission of pollutants into the ambient air. Since the selected remedyinvolves excavation, construction and SVE activities which inayrdt^rontainiriaiitsorpaiticulatcsinto the air.emis3ion requirements promulgated under this act are relevant and appropriate. Theneed for treatment of air emissions p-duced by these processes would be determined based on^**vc | requirements of Wis. Admin. Code NR 445. If emissions are expected to exceed thosestandards, the remedy wfll be designed to reduce such emissions to acceptable levels or provide fortreatment to satisfy these Wisconsin standards.

Safe Drinking Water Act [40 U.S.C. § 300 et seq.J

40 CFR141, Wis. Admm. Code NR 109 - MCU. MCLs establish drinking-water standards forpotential and actual drinking water sources. MCLs have been exceeded at the Site in the aquiferaffected by Plume 1*2 which is presently being used as a drmkmg vwtter source by the City of EauUame. A two-column air-stripper currently treats the water in Plume 1 -2 before hs distribution tothe municipal water supply. Water treated by the air strippers meets all MCLs and non-zero

Level Goals fMCLGs"). MCLs have also been exceeded in Plumes 3 andgCr SCIVC •* a drinkinB watcr suPPly- MCLs have been attained, but not exceeded,

in Flume 5. which also no longer serves as a drinking water supply. The selected lemedy achievescompliance with MCLs and non-zero MCLGs.

Wis. Admin. Code NR140- Ground Water Quality Standards. These standards provide for groundwater quality standards including PALs, Wisconsin ESs, and Wisconsin Alternative ConcentrationLimits ( WACLs"). The selected remedy, building on the previous OU.% is intended to achieve

compliance with PALs at all monitoring points. To the extent ILS. EPA 's 5-year reviews indicatethat h is not technically or economically feasible to achieve'PALs, NR140.28 provides substantivestandards for granting exemptions from the requirement to achieve PALs. Such exemption levelsmay not be higher than the Wisconsin ESs. U.S. EPA also has a procedure for granting a technicalimpracticability waiver under CERCLA.

Wisconsin Environmental Protection Law, Sabchapter Il-Water and Sewage [Wis. Stat§ 144.02-27]

Wis. Admin. Code NR 102 and 105 - Surface water quality standards. NR 102 creates anantidegradation policy for all waters of the state and prohibits toxic substances in surface waters atconcentrations which adversely affect public health or welfare, present or prospective water supplyuses, or protection of animal life. Surface water samples collected from Lake Hallic during the RIshowed that contaminant concentrations were well below Wisconsin surface water quality standards.

Toxic Substances Control Act (15 U.S.C § 2601 et seq.)

40 CFR 761; Wis. Admin. Code NR 157 - Management of PCBs and Products Containing PCBs.These provisions are applicable to the storage, collection, transportation, processing and finaldisposal of PCBs and products containing PCBs.

2. Action Specific

Wis. Admin. Code NR 141 - Ground-Water Monitoring We'd Requirements. These requirementsestablish minimum acceptable standards for the design, installation, construction, abandonment anddocumentation of ground-water monitoring wells, and are applicable to the existing monitoring wellsand any to be installed as part of the long-term monitoring piugiuiii.

Wis. Admin. Code NR 718 - Management of solid wastes excavated during response actions. Theserequirements are applicable for the storage, transportation, treatment and disposal of contaminatedsoil and certain other solid wastes excavated during response actions.

Wis. Admin. Code NR 720 - Soil Cleanup Standards. These soil standards were developed based onthe ground-water standards (PALs) of Chapter NR 140 for the ground-water exposure pathway.These soil standards were designed to assure that ground-water standards will not be exceeded dueto leaching of residual contamination from the soil to the ground water. These requirements applyto soils remaining at Ditch No. 3 and the East Disposal Site after excavation and consolidation at theMelby Road Disposal Site.

Resource Conservation and Recovery Act ("RCRA"), as amended {42 U.S.C. § 6901 et seq.J;Wisconsin Environmental Protection Law, Hazardous Waste Management Act (Wis. Stat.§ 144.60-74]

Most federal RCRA requirements are administered under the State of Wisconsin's equivalentregulations. U.S. EPA has determined that the waste forge compound contains the spent solventTCA which is a listed hazardous waste pursuant to NR 605.09 of the Wisconsin Administrative Code(Wisconsin's equivalent to the federal table of hazardous wastes from non-specific sources, 40C.F.R- § 261.31). Excess forge compound generated during NITs production processes was mixedand co-disposed of with spent TCA, forming a combined waste stream which must be treated as alisted hazardous waste. RCRA hazardous waste treatment and disposal regulations arc thereforrapplicable. The following requirements are also applicable or relevant and appropriate:

Wis. Admin. Code NR 60S; 40 CFR 261 - Identification of Hazardous Wastes. Providesrequirements for determining when a waste is hazardous. The substantive requirements of theseregulations will apply to any on-site TCLP testing of treatment residuals and waste excavated at theSite which may be disposed of off-site.

Wis. Admin. Code NR 615; 40 CFR 262 - Standards Applicable to Generators of Hazardous Waste.These standards provide requirements for the shipment of wastes to treatment, storage or disposalfacilities. These requirements apply to on-site preparations for off.jate shipment of dry well soilsand other wastes.

Wis. Admin. Code NR 620; Department ofTransportation Hazardous Materials Transportation Act[49 U.S.C § 1801]; 40 CFR 263 - These standards arc applicable to transporters ofhazardous waste.They require record keeping, reporting and manifesting of waste shipments. These requirementsare relevant and appropriate to on-site preparations for off-site shipment of dry well soils and otherwastes.

Wis. Admin. Code NR 630.10-17; 40CFR264. Subpart B - General Facility Requirements. Theserequirements establish substantive requirements for security, inspection, personnel training, andmaterials handling which are relevant and appropriate to on-site activities involving excavations andhandling ofhazardous soils and materials.

Wis. Admin. Code NR 630.21-22; 40 CFR 264. Subpart D - Contingency Plan and EmergencyProcedures. These procedures establish substantive requirements for emergency planning whichare relevant and appropriate for on-site activities involving excavation and handling of hazardoussubstances.

Wis. Admin, Code NR 675; 40 CFR 268 - Land Disposal Restrictions ("LDRs"). These regulationsgovern the storage and land disposal of hazardous waste. Consolidation of waste materials willoccur within the area of contamination at the NPI Site. Therefore, the requirements of theseregulations will not be triggered for on-sitc soil consolidation. LDR requirements will be applicable.

however, to any off-site treatment of the wastes excavated from Dry WeUs 2 and 5 or hotspot wastesexcavated from Melby Road that are RCRA hazardous waste.

3. Location -Specific

Location-specific ARARs are those icquiiements that relate to the geographical location of a site.No location-specific ARARs have been identified for this action.

NATIONAL PRESTO INDUSTRIES, INC. SITEEAU CLAIRE, WISCONSIN

TABLE 2

APPLICABLE OR RELEVANT AND APPROPRIATEFEDERAL REGULATIONS

Slandaid. Requirement. Crilerion or 1 .imitation Cilallon Description

Stlt Orlnklnt Wate r Act 41 U.S.C. 5 JOOg

Ntlional Primary Diinklnj Water Slandaidt

Nillonal Secondary Drinking Water Slanduds

Minimum Conlamlnani Level Go ill

40CFRI4 I

40CFR 14)

Public Law 99-3)9

EiUbllshcs health-based standards (maximum conlamlnani levels) Tor public water supply syslcnu.

Establishes welfare-based standards (secondary MCLs) for public water supply syslcnu.

Esublilhci drinking walci quality |oall al levels that are nol known or anilclpalcd lo produce adverse health cfTcclj, with anadequate mwfln of safety. Only non-zero MCLOl are ARAJU.

Clean Air Ael 41 U.S.C. | 7401-7(41

tUtlond Primary and Scconduy Ambient AirQuality Slanduds

National Emission Slandaids fur Hazardous AirPollutants

40CFR50

40CFR6I

EiUbllshcs ambient air quality standards (Includini; lead and particulars) lo control polnl source air emissions and prolecl publichealth and welfare.

Establishes emission standard! for designated hazardous air pollutants.

Solid Wult Dhpoul Act 41 U.S.C. f, 6901-69S7

Idcnlincalion and Listing of I lazaidous Waste

Slanduds Appliciblc lo Gtncralors ofHazardous Waste

Standards Applicable lo Transporters ofllaraidous SVasle

40CFR261

40CFRJ62

49CFR26)

Identifies solid wules subject lo regulation u huardous wailcs.

Establishes sUndards for |cneialon ofRCRA wastes.

Establishes ilandardj applicable lo transporter! of RCRA wulcs.

Table 2 Cont inued . . .

Sluidud. Requirement, Cilleiion 01 Limitation

Slindudi for Owners uid Operilorj oflluudoui Wisle TSU Ftcllilici

1 ind Diipoiil RciUiclloiu

CiUllon

40CFR 364

40CFR261

Description

EiUbllshcl minimum lUndudi for muii(ln( f»cllillcs thil Ircil, iiorc or dlipotc of htuudoiu wrulc

Idcnilfici huudoui wrutc prohibited from land dlipostJ and iltutllonj where luid dispoul It icccpliblc

Iliurdoui Mtlcrlili Triniportitloo Ac) 41 U.S.C. | 1101-IIIJ

llxudoui Miterltlt

I o i l c Sutul infc i (

Irtntportillon Rcgulilioru 49CFR 107.171-177 Eiltbllihct lUndudj for btniporUllon of huudou) wuics

o n l r o l A f l 1 S U.S.C. | 1601-

1(29

PC'11 RcquircmcnU 4 0 C I R 7 6 I . l:>l»bliihcl PCD wulc ilori|c uid dllpoill requlrcfncnl)

I S.C. = United States Code:i:l(. = Code of Federal Regulations

NATIONAL PRESTO INDUSTRIES, INC. SITEEAU CLAIRE, WISCONSIN

TABLE 3

APPLICABLE OR RELEVANT AND APPROPRIATESTATE REGULATIONS

Sltndud, Kcquircnicnl, Ciilciion 01 1 imililion

Wisconsin Ground Water Quilily Slinduds

Ground Wilti Monitoring Well Requirement!

Wild Quility Slandudi fur Wiiconiin SmficcWate rs

Surface Wilcr Quilily Crilciii fur foxicSubstances

lli.fifdoui Wulc Management

——————————————————————————————————

Wisconsin Solid Wislc Mtntgcrncnl Regulations

Investigation ind Remediation of UnvirontnenltlContamination

Mirugcincnl of PCUs tnd Product! ContainingPCIll

Wisconsin Air Pollution ConUol Regulations» Wisconsin Drinking Wilci Rules

Cililion

WAC. Ch MR 140

WAC. Ch NR 141

WAC. Ch. NR 102

WAC. Ch NR 105

WAC, Chi. NR600615

WAC. Chs. NR 500520

WAC. Clu. NR Ti l-776

WAC. Ch NR 157

WAC. Chs. NR 404.445

WAC. Ch NR809

Dcicrlpllon

Esltbliihci subsltntc specific ground wilci qullily sUnduds. groundwtlcr stmpllng tnd tntlysis procedures, tnd itngcs oficspontct Ihtl miy be required If t groundwilci qutlily iltndud is exceeded

Esltblishci ground-wilci monitoring well sUnduds.

nsltblishci suffice wilci qutlily sUnduds Ihtl piotccl Die public Interest; deslgntlei Ihc use ctlcgoilcs of (lie suiftcc wilciswilcr quality cille rii Ihtl support these uses.

and (he

Uslibllshcs in-slietm surfice wilci ilandudi for protection of tquallc life.

lisltbllshcs hauidoui wulc Idenllflcillon crllerli, minimum iltnduds fat harudout wulc management and handling, andhua/doui wule facility closure standards thai protect health and Ihc cnvlionmcnt.

Esliblishes procedures for handling solid wulc; licensing and operating solid waste management facilities; solid wutc disposilfacility performance standard] and design, monlloring, icportlng and closure requirements; and land spreading requirements

Eslabllshcs the procedures and standards for cleaning up contaminated sites

Establishes procedures for handling and disposing of PCDs tnd product! containing PCRs, and establishes methods for sampling,preparing samples and analyzing such materials for PCUs.

Establishes primary and secondary ambient air quality standards and pollutant-specific emission linuiiiions lo maintain iccepubleair quality and protect public health and Ihc environment.

Eslabllshcs mulmurn contaminants levels allowed In drinking walcr.

APPENDIX C

IRA GRQUNDWATER REMEDIATION SYSTEM TIME FRAME ESTIMATES

LLV59M WT

ESTIMATED IRA REMEDIATION SYSTEM TIME FRAME

The operating time for the IRA system at the southwestern portion of the NPI site (downgradient of

Lagoon No. 1) was estimated using a variation of Darcy's Law. This estimate assumes that the

source of VOCs has been eliminated by the SVE, composting or off-site landfilling alternatives

evaluated for the lagoon vadose zone soil in this EE/CA.

Darcy's Law Q = KIA

Q = Discharge (fWday)K = Hydraulic conductivity (ft/day)

A = Cross-sectional area of the aquifer (ft2)

I = Hydraulic gradient (ft/ft)

The following modified version of Darcy's Law enables time to be calculated.

v = ££

V = Velocity (ft/day)

T = Time (day)

D = Distance (ft)

LLV59M RJ»T *"" '

K = Hydraulic conductivity (ft/day)

I = Hydraulic gradient (ft/ft)

u = Porosity (%)

The operating time for the IRA system was calculated using conservative parameters. The selected

particle pathway from the eastern side of Lagoon No. 1 to IRA Extraction Well 4 is shown on Figure

1, and represents the longest pathway to the extraction well. According to Eder's Groundwater

Modeling Study Report (January 1994), the hydraulic conductivity through the site varies from 140

to 270 feet per day. For the purpose of this evaluation, 140 feet per day was used. The hydraulic

gradient varies from the eastern side of Lagoon No.l to Extraction Well 4 due to the hydraulic

influence of the extraction well. Thus, the operating time of the IRA system was calculated across

two distances using the appropriate hydraulic gradients calculated from Figure 1.

Parameters for the zone of no influence from extraction wells:

DAB = 575 feet

K =140 feet/dayI = 0.006

u =0.3

T = 205 days

Parameters for the zone of influence from extraction wells:

DBC = 450 feet

K =140 feet/day

I =0.01

u =0.3

T =96 days

U.V59JORJT C-2

The total time is 301 days. This period is multiplied by a retardation factor of six (consistent with

the assumptions in the Eder's Groundwater Modeling Study Report (January 1994)), yielding 1806

days or 4.9 years.

This evaluation indicates that the IRA system at the southwestern portion of the NPI site would

operate for approximately five years under the alternatives (SVE, composting, off-site landfilling)

that would remove the low level source of VOCs remaining at the Lagoon No. 1 area. The IRA

system would be expected to operated at least twice as long (10 years) if the source remains in place

under the no further action alternative. These time frames are used to evaluate and compare the

Lagoon No. 1 vadose zone alternatives in this EE/CA.

LLV59IO RPT C-3

Documents

LAGOON NO. 1 ENGINEERING EVALUATION/COST ANALYSIS PROJECT … › work › 05 › 40344.pdf · NATIONAL PRESTO INDUSTRIES, INC. SITE EAU CLAIRE, WISCONSIN LAGOON NO. 1 ENGINEERING