Third Site Field Investigation Data Report Zionsville, IndianaThird Site Field Investigation Data...

Third Site Field InvestigationData Report

Zionsville, Indiana

EPA Region 5 Records Ctr.

211259

IThird Site Field Investigation

Data Report

Zionsville, Indiana

'"] Prepared by

ENVIRON International Corporationj 650 Dundee Road

Suite 1501 Northbrook, IL 60062

January 2000

C O N T E N T S

I. INTRODUCTION

II. SAMPLING PROCEDURESA. Well Survey/Redevelopment ProceduresB. Well Installation ProceduresC. Groundwater Sampling ProceduresD. Surface Water Sampling ProceduresE. Soil Sampling ProceduresF. In-Situ Hydraulic Conductivity Testing Procedures

III. 1999 THIRD SITE DATA

IV. PREVIOUS SAMPLING EVENT DATA

V. ADDITIONAL SAMPLING RECOMMENDATIONS

'age

1

4445567

8

9

10

A P P E N D I C I E S

Appendix A: Well and Boring LocationsAppendix B: Well Purge and Water Level DataAppendix C: Well Construction LogsAppendix D: Groundwater Analysis ResultsAppendix E: Surface Water Analysis ResultsAppendix F: Soil Boring LogsAppendix G: Soil Analysis ResultsAppendix H: Hydraulic Conductivity Test ResultsAppendix I: QA/QC ResultsAppendix J: Previous Investigation Results

D:\Client Project FilesThird Site\EE-CA Rprt\DataReport_Final.doc -1- E N V I R O N

1

I. INTRODUCTION

This Data Report includes data obtained during the field investigation conducted by

Environ on behalf of the trustees for the property designated as Third Site. The site is

located just east of U.S. Route 421 in Zionsville, about 10 miles northwest of

Indianapolis, Indiana. The general location of the site is shown in Figure 1. Third Site is

adjacent to the Environmental Chemical and Conservation Corporation (ECC) Superfund

Site. A diagram of the area of investigation is shown on Figure 2. The area of

investigation included the southern portion of the residential property,

specifically the land between the pond and the adjacent ECC site and Finley Creek.

Finley Creek and the pond were also included. This Data Report includes a summary of

field procedures and field and laboratory data. Interpretation and evaluation will be

included in the subsequent EE/CA report.

The field sampling plan was initiated on November 11, 1999. The initial tasks

included an evaluation of the condition of existing monitoring wells on the site and

redevelopment of the wells. Soil borings, groundwater sampling, and surface water

sampling were performed November 16, 1999 through December 9, 1999. Three wells

were installed on November 24, 1999. Hydraulic conductivity testing was conducted as

the groundwater sampling was completed.

Upon completion of the soil borings and well installation, the locations were

surveyed by an Indiana-licensed surveyor. The sampling locations are shown on

Figure 2 and the coordinates are provided in Appendix A.

D:\Client Project FilesThird Site\EE-CA Rprt\DauReport_Final.doc -1- E N V I R O N

I

K5^-, l'so^nW-i J /—' i \

1/2SCALE 1:24000

p 1 MILE

2000 2000 4000 6000 FEET

.5

CONTOUR INTERVAL 40 FEETDOTTED LINES REPRESENT 10-FOOT CONTOURSNATIONAL GEODETIC VERTICAL DATUM OF 1929

1 KILOMETER

SOURCE: U.S.G.S. 7.5 minute series (topographic)Indiana - Boone Co. 1960

6NVIRON650 Dundee Road, Suite 150, Northbrook, IL 60062

General Location MapThird Site

Zionsville, Indiana

Figure

1

Drafter BJM Date: 3/15/99 Contract Number 216799 Approved: Revised:

POST

C

LEGEND® SOIL BORING LOCATION

® MONITORING WELL LOCATION

® SURFACE WATER SAMPLE LOCATION

X 100^ •• ^

SOURCE: SCHNEIDER ENGINEERING NOVEMBER 1999

NORTHSIDE-LANDFILL

NEW FINLEY CREEKALIGNMENT

POND OUTFALLPIPE

FINLEY CREEKALIGNMENT

C N V I R O N650 DUNDEE ROAD. SUITE 150. NORTHBROOK. IL 60062

SAMPLING LOCATIONSTHIRD SITE

ZIONSVILLE, INNOVEMBER - DECEMBER 1999

DATE.-

1/9/00UVfTBt:

GTH

CONDUCT NUVKR:

21-6799D«mioveik

CB

Ji

1

II. SAMPLING PROCEDURES

A. Well Survey/Redevelopment Procedures

During the period November 11,1999 to November 16,1999, well redevelopment,

water level measurements and well depth measurements were completed as described the

FSP for the existing ECC monitoring wells in the Third Site area of investigation. The

existing wells designated ECC MW 9A, 14, 15, 17, 18, 19A, 19B, 20, 21, 22 and 23 were

found to be in a condition acceptable for sampling. Ten well volumes of groundwater

were removed by means of submersible pump (Whaler pump with rate of 1 to 2

gallons/minute) from each of the existing wells. Monitoring well ECC MW9A was

redeveloped by pumping the well dry once, and bailing the well twice.

The monitoring well designated ECC MW16 was not located during the well survey

and was replaced as part of this investigation. In addition, two new wells were installed

as outlined in the FSP. Ten well volumes were purged from these three wells using a

peristaltic pump prior to scheduled groundwater sampling. This initial purge was

conducted as described as well redevelopment in the FSP.

Well Redevelopment data is summarized in Appendix B. The PID readings for this

investigation where taken from a Thermo 5 SOB organic vapor meter.

B. Well Installation Procedures

Monitoring wells TSMW24 and TSMW25 were installed at the north edge of the

new alignment of Finley Creek as noted in the FSP. Monitoring Well TS MW26 is a

replacement well for ECC MW 16 that could not be located at the time of the

investigation. Well TSMW26 was installed (with screen depth as recorded for ECC

MW16 at the location of soil boring 99TS19. The USEPA and its on-site representatives

approved this location during a conference call on November 19, 1999. Well

Construction Logs for each of the new wells are presented in Appendix C.

The new wells consist of 2-inch diameter PVC with five-foot well screens. The

boreholes were backfilled with sand to two feet above the top of the screen, then with

bentonite to within 0.7 ft of the ground surface. A metal protective cover was placed

around the PVC riser pipe and set in 8 inches of concrete at the surface. Bumper posts

] D:\Clienl Project FilesThird Site\EE-CA Rprt\DauReport_Final.doc -4- E N V I R O N

J

.$0

were installed as noted in the FSP, however, only two posts were installed at each well

I due the presence of the creek on one side of the wells.

I C. Groundwater Sampling Procedures

Groundwater sampling was initiated two weeks after redevelopment of the existing

I monitoring wells and approximately one week after installation of the three new wells.Js

Depth to water and water quality parameters were recorded. The water quality

parameters, pH, specific conductance, dissolved oxygen and temperature were obtained

using a Horiba U-10 meter. The wells were then purged as described in the FSP using

l dedicated bailers or teflon tubing. Three well volumes of groundwater were removed.

The field data recorded during well purging is included in Appendix B.

At most wells, groundwater samples were obtained immediately after completion of

well purging. Groundwater recharge was slow at monitoring well ECC MW9A;

J therefore only the VOC samples were obtained after well purging. The SVOC and

metals samples were obtained approximately six hours later at that location.

J Groundwater samples were obtained by bailer or using a Masterflex peristaltic pump

(Model Q12/24). Samples for dissolved metals analysis were field filtered (0.45 micron

I filter) as noted in the FSP. The samples were placed into laboratory supplied containers

and handled as noted in the FSP.

D. Surface Water Sampling Procedures

I Surface water samples from Finley Creek and the shallow water sample from

Bankert's pond were obtained as described in the FSP on November 29, 1999. Low flow

conditions existed on that date, therefore, no flow measurements were possible.

Sampling details are included in Appendix B. The deep pond water sample was obtained

on December 2, 1999 using a peristaltic pump and Teflon tubing instead of the Ponar

sampler noted in the FSP. The Teflon tubing was weighted and dropped over the side of

a rowboat that was anchored in position during sampling. The deep water sample was

obtained from near the base of the pond, approximately 16-ft below the water surface.

D:\ClientProjectFilesThinlSite\EE-CARprt\DataReport_Final.doc -5- E N V I R O N

E. Soil Sampling Procedures

Earth Exploration Inc. of Indianapolis performed the soil sampling under contract to

Environ. Sixteen shallow soil borings were completed including two borings added after

discussions with the USEPA on November 19, 1999. The shallow soil borings were

sampled continuously using a Simco 2400 rig and a Geoprobe macrosampler with

disposable acetate sleeves. Each four-foot interval was screened and logged as described

in the FSP. The soil sample intervals selected for analyses were placed into three Encore

samplers and one 8-oz jar supplied by the laboratory.

Deeper soil borings (borings 99TS2A and 99TS15) and the replacement boring for

ECCMW16 (99TS19) were advanced using auger drilling procedures and a CME75 drill

rig. Boring TS19 was advanced using 4 l/4 inch diameter hollow stem augers. At borings

99TS2A and 99TS15, larger diameter augers were used in the upper zone

(10 to 15ft) to act as a casing in an effort to minimize infiltration of shallow

contamination, if any, into the deeper boreholes. Smaller augers (3 1A inch diameter)

were used inside of the 8 1A inch augers. These borings were sampled continuously using

standard split spoon sampling procedures. Each two-foot interval was screened and

logged as described in the FSP. The deeper borings were extended deeper than noted in

the FSP due to evidence of soil contamination in the deeper sand zone. Sampling

continued to depths of 34 ft and 42 ft below ground surface at borings 99TS2A and

99TS15 respectively where clayey soils with no odors were noted. These borings were

sealed as noted in the FSP. Boring 99TS19 was completed as monitoring well TSMW26.

A 13-ft x 17-ft barge with a CME45C skid rig was floated onto Bankerts pond to

perform the pond borings. Rotary drilling procedures were used for these borings. This

change was approved by the EPA on November 29,1999. Using this method, four-inch

diameter metal casing extending from the pond surface was set 2 to 4 feet into the base of

the pond and the samples were recovered through the casing. The borings were advanced

using a rotary (rock) drill bit and wash water. The wash water was potable water, which

was recirculated around the bit during borehole advancement. Bentonite was added to

the wash water to help maintain an open borehole for sampling at most of the pond

boring locations. The potable water was sampled and sent for analysis. The five pond

borings were located as noted in the FSP except boring 99TS20 was moved

D:\Client Project FilesThird Sile\EE-CA Rprt\DauReport_FiMl.doc -6- E N V I R O N

approximately 40 ft west of the original position because of a request by the onsite EPA

representative and the noted soil contamination near the west corner of the pond. One

additional pond boring (99TS25) was added to the east of the original borings due to

evidence of contamination at boring 99TS22. Standard continuous split spoon sample

procedures were used to sample beneath the base of the pond. At most of the pond

boring locations, sampling was difficult due to collapse of sand and gravel into the

boreholes between samples. Each two-foot interval of soil obtained was screened and

logged as described in the FSP except where PID malfunction was noted on the soil

boring logs. The soils selected for analysis were handled as specified in the FSP, except

boring 99TS15 samples which were shipped the day following sampling.

F. In-Situ Hydraulic Conductivity Testing Procedures

Hydraulic conductivity testing was conducted using the procedure outlined in the

FSP (Slug In method) and also using Slug Out procedures. The testing of one additional

well was included in this investigation due to the variability in subsurface conditions.

The hydraulic conductivity testing was conducted using Hermit 1000C transducer

recording equipment. The data was analyzed using the Hvorslev or Bouwer-Rice method

of calculating hydraulic conductivity as appropriate for the field conditions.

D:\Client Project FilesThird Site\EE-CA Rpit\DataReportjMiul.doc -7- E N V I R O N

III. 1999 THIRD SITE DATA

The data from this site investigation is presented in the Appendices. The Site

survey results are plotted on the Third Site Sampling Location diagram in Appendix A.

A table of survey data is also included. As noted above, the well redevelopment and

purge data is found in Appendix B and the well construction logs are presented in

Appendix C.

The groundwater samples were analyzed as specified in the FSP for Target

Compound List (TCL) volatile organic compounds (VOCs), semivolatile organic

compounds (SVOCs), and Target Analyte metals list (TAL). The results of analysis of

the site groundwater samples are summarized in Appendix D. Figure D-l shows selected

groundwater VOC analysis results.

The surface water results are included in Appendix E and selected results are shown

on Figure E-l.

The results of soil logging and field classification are presented on Soil Boring

Logs. The logs depict an interpretation of the soils noted during the field sampling of

each soil boring. The Soil Boring Logs are presented in Appendix F. The results of the

analysis of the soil samples are summarized in tables in Appendix G. Figure G-l shows

selected results of VOC analysis of the soil samples. Insitu hydraulic conductivity results

are presented in Appendix H. Both a summary table (Table H-l) and individual test

Mter results are included.

As specified in the FSP, duplicate samples, field equipment blanks, trip blanks,

matrix spike and matrix spike duplicate testing was included in the sampling program.

The results are summarized in Appendix I. All samples were labeled and shipped using

chain of custody procedures included in the FSP. All excess soil samples, redevelopment

water, purge water, soil cuttings, rotary wash water, and steam cleaning wastewater were

placed in 55 gallons drums and temporarily left on site. Laboratory data sheets are

available for review upon request. The laboratory data validation was in progress at the

time of this data report.

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IV. PREVIOUS THIRD SITE RESULTS

The historical data from previous Third Site investigations were included in a

1 Historical Data Review report which was submitted to the USEPA on August 6,1999.

The 1987 and 1988 soil and groundwater sample analysis results are summarized in

I Appendix J. These results were obtained from a 1987 report by ERM Consulting (Soil

Boring Investigation in the Vicinity of Finley Creek, August 21,1987) and a 1988 report

J by Ch2MHill (Technical Memorandum #2, November 9, 1988).

D:\Client Project FilesThird Site\EE-CA Rprt\DataReport_Final.doc "9- E N V I R O N

V. ADDITIONAL SAMPLING RECOMMENDATIONS

The results of the sampling to date contained in this data report indicate, pursuant to

Section V., Para. 2.5 of the Consent Order, that additional work is necessary to

accomplish the objectives of the EE/CA Report and the SOW. Accordingly, with the

submission of this data report, we are also submitting for EPA review and approval a

proposed Additional Field Investigation, Sampling Plan (the "AFI").

The AFI is intended to provide the additional information needed to identify an

appropriate ground water removal action for this Site. The results of the AFI will be

submitted as an addendum to this data report approximately 12 weeks after approval of

the AFI and the obtaining of necessary additional access, whichever is later. We request

an extension of the time to complete this data report until that date.

As noted in the cover letter to the AFI, we also request an extension of the due

date for the EE/CA report to 90 days after submittal of the results of the AFI. The

additional time is needed to not only consider the supplemental data from the AFI, but

also to consider and fully evaluate the potential utilization of technologies not originally

contemplated for this Site.

Finally, we also request an immediate meeting with EPA to discuss the proposed

AFI, and the schedule going forward. We welcome the participation of IDEM at such a

meeting.

D:\Client Project FilesThin) Site\EE-CA Rprt\DataReport_Final.doc -10- E N V I R O N

A P P E N D I X A

Well and Boring Locations

J

3

THIRD SITE WELL LOCATIONS/ELEVATIONSJob* 799.006

11/16/99

WELL ID NORTHING EASTING

ELEVATIONTOP OF

CASTING

ELEVATIONTOP OF

PVC

MW-22MW-23MW-20MW-19BMW-19AMW-18MW-15MW-14MW-9AMW-21MW-17

921,017.55920,894.30921,029.14921,186.49921,192.99921,272.19921,381.14921,498.56921,581.18921,428.48921,351.57

725,549.79725,623.52725,639.38725,713.05725,719.43725,784.67725,818.41725,808.49725,709.21725,713.68725,877.40

875.77876.32876.26880.29879.82880.07880.43881.44883.22882.65880.78

875.63876.38876.44880.31879.86880.15880.47881.53883.12882.65880.68

ELEVATIONTOP OF

CONCRETE

873.60873.90874.36

879.03

878.58

ELEVATIONGROUND

877.99878.02878.17

879.84881.52879.95

Source: Schnieder Engineering, November 1999

THIRD SITE - WELL AND BORING LOCATIONS

ADDITIONAL WELLS

IJ WELL ID

MW-24MW-25MW-26

SOIL BORING

^ POINT*34567891011121314151617

^* 18252627282930333436

NORTHING

921,063.04921,106.26921,410.85

EASTING

725,732.11725,757.36725,875.35

ELEVATIONTOP OF

CASTING

876.95878.08881.47

ELEVATIONTOP OFPVC

876.95878.11881.47

& POND LOCATIONS

NORTHING921,279.07921,258.63921,229.24921,204.86921,199.77921,181.15921,172.49921,152.10921,109.45921,055.51921,087.89921,096.79921,094.90921,046.32921,044.80921,041.67921,212.37921,181.77921,143.22921,135.59920,953.64921,106.52921,482.39921,283.31921,250.40

EASTING725,821.34725,782.63725,801.83725,769.16725,829.39725,804.05725,713.66725,718.33725,759.27725,731.77725,694.01725,653.39725,653.69725,664.24725,613.02725,582.03725,718.73725,686.40725,663.52725,729.88725,606.10725,638.16725,892.78725,631.50725,559.15

ELEVATIONGROUND

878.76878.45877.67878.40875.01876.23878.88876.54875.64874.03875.41878.29878.34875.47881.87882.27874.95874.95874.95874.53873.81874.95880.30875.84876.71

DESCRIPTION99TS1899TS699TS1099TS599TS1499TS1399TS499TS399TS1299TS1199TS899TS299TS2A99TS799TS199TS15STK A H2OSTKB H2OSTK C H2O99TS999TS17STK D H2O99TS16E TACK DOCKF TACK WALL

ELEVATIONTOP OF

CONCRETE

875.01875.66878.75

Job# 799.00612/06/99

ELEVATIONGROUND

Source: Schnieder Engineering, December 1999

NEW FINLEY CREEKAl IGNMENT

POND OUTFALLPIPE

OLD FINLEY CREEKALIGNMENT

SOIL BORING LOCATION

MONITORING WELL LOCATION *

ffi SURFACE WATER SAMPLE LOCATION6 N V I R O N

SAMPLING LOCATIONSTHIRD SITE

ZIONSVILLE, INNOVEMBER - DECEMBER 1999

SOURCE: SCHNEIDER ENGINEERING NOVEMBER 1999

A P P E N D I X B

Well Purge and Field Measurement Data

Table B-lWell Redevelopment Data Summary

Third SiteZionsville, IN

November - December 1999

Well No.: ECC-MW9A ECC-MW14 ECC-MW15 ECC-MW17 ECC-MW18 ECC-MW19A ECC-MW19B ECC-MW20 ECC-MW21 ECC-MW22 ECC-MW23

Well Survey Data*

DatePID ReadingDepth to WaterDepth to Bottom of Well

Top of PVC Pipe (Elev.)Top of Well Screen (Elev.)**Bottom of Well Screen (Elev)**

Volume bailed 11/12/99 (gallons)Notes:

Well Redevelopment Data*

DateDepth to WaterOne well volume (in gallons)Gallons of water purgedWell Volumes PurgedNotes:

Depth of well after redevelopmentBottom of Well (Elev.)

11/11/991.4

5.8226.43

883.12N/AN/A

5bailed dry

11/15/996.53.2

4 + 44

bailed drytwice26.43856.7

11/11/991.5

5.8725.64

881.53863.7853.7

10

11/15/995.93.2

33.510

25.8855.7

11/11/991.5

4.9720.2

880.47864.8859.8

7

11/15/995

2.52510

20.2860.3

11/11/991

8.7918.28

880.68869.8864.8

9si. odor

11/15/998.81.52516

18.72862

11/11/992.5

8.0321.99

880.15862.2857.2

8

11/15/998.42.22511

22.5857.6

11/11/99305

8.6312.22

879.86871.1867.6

5scheen

11/15/998.620.6

10 + 4.524

bailed drytwice12.22867.6

11/11/99434

9.3832.22

880.31858.4848.4

5

11/15/999.36

3.74010

32.01848.3

11/11/991.6

9.3230.39

876.44861.1846.1

5

•

11/15/999.273.53510

30.4846

11/11/991.4

7.0333.44

882.65862.8847.8

7PVC bent

11/15/997.134.34510

33.44849.2

11/11/991

8.7229.22

875.63853.4843.4

5

11/15/998.713.3

38.511

watermuddy

32.2843.4

11/11/991.1

9.5428.16

876.38N/AN/A

5musty odor

11/15/999.52

2.83010

28.3848

* All Depth Measurements are from top of PVC riser pipe; elevation data is based upon Nov 1999 well survey by Schneider Engineering** Well Screen interval was obtained from CH2MHH1 Tech MemoN/A - not available

1 of 1E N V I R O N

1/14/00

FIELD/PURGE DATATHIRD SITEZIONSVILLE, INNovember - December 1999

I

Field Parameters and Data

TABLE B-2FIELD MEASUREMENTS AND PURGE DATA

ECCMW20 ECCMW21 ECCMW22 ECCMW23 TS MW 24 TS MW 25 TS MW26Date

Weather Conditions (°F)

Before PurgingPID Reading (ppm)pHDissolved Oxygen (ppm)Temperature (QSpecific Conductivity (uS/cm)Total Depth of Well

(Feet below ground surface)Depth to water

(Ft from top of inner casing to water)Elevation of WaterElevation of Bottom of WellEstimated water volume in well (gallons)Three Well Volumes (gallons)

After PurgingPurge StartPurge EndPurge MethodTotal Volume Purged (gal.)PHDissolved Oxygen (ppm)Temperature (C)Specific Conductivity (uS/cm)

SamplingSampling Date(s)Sampling End TimeSampling Method

11/30/99

40' s

26.820.2412.91.08

28.5

9.07867.4

8463.911.7

14051500PP12

6.770.23

141.14

11/30/991525PP

12/1/99

50's

1.06.880.1311.70.78

30.7

6.98875.7

849.2

4.513.5

15591700PP13.57.050.2112.00.78

12/1/991735PP

11/30/99

40's

(1.0*)6.80.1311.61.07

30

8.5867.2

843.44.413

16301735PP13.06.80.6512.21.11

11/30/991742PP

12/2/99

50' s

(1.1*)6.82.8113.91.71

25.9

9.18867.2

8481.5

4.50

10381050BT5.56.81.3714.21.37

12/2/991252BT

11/30/99

40's

3.36.779.72

121.72

15.8

8.22868.7

859.3

1.64.8

10101030BT5.06.8610.2012.51.71

11/30/991110PP

11/30/99

40's

06.820.5312.31.53

15.2

8.61869.5

860.41.54.5

11401155PP5.06.850.3813.31.53

11/30/991220PP

12/1/99

50' s

1.07.070.7211.90.90

14.9

6.92874.55

863.81.85.4

542614PP5.57.060.2112.70.95

12/1/99625PP

Notes:** = Well purged dryBT = Bailer (Teflon)

MM = no measurementPP = Peristaltic Pump

*PID reading 11/11/99PID = Photoionization Detector

E N V I R O N

FIELD/PURGE DATATHIRD SITEZIONSVILLE, INNovember - December 1999


TABLE B-2

FIELD MEASUREMENTS AND PURGE DATA

ECCMW9A ECCMW14 ECC MW15 ECC MW17 ECC MW18 ECC MW19A ECC MW19BDate


Before PurgingPID Reading (ppm)

pHDissolved Oxygen (ppm)Temperature (C)Specific Conductivity (uS/cm)Total Depth of Well

(Feet below ground surface)

Depth to water

(Ft from top of inner casing to water)Elevation of WaterElevation of Bottom of WellEstimated water volume in well (gallons)Three Well Volumes (gallons)

After PurgingPurge StartPurge EndPurge MethodTotal Volume Purged (gal.)

PHDissolved Oxygen (ppm)Temperature (C)Specific Conductivity (uS/cm)

SamplingSampling Date(s)Sampling End TimeSampling Method

12/2/99

50' s

(1.4*)6.773.2713.40.59

24.7

5.75

877.4856.73.510.5

10451055BT4

(wellpurged

dry)

12/2/991710BT

12/2/99

50's

(1.5*)6.753.2513.30.92

24.2

5.82875.7855.73.410.2

11251142BT116.9

2.4414.20.98

12/2/991213

BT&PP

12/1/99

50' s

06.960.1112.41.09

18.9

4,95875.5860.32.57.5

11531225PP7.57.040.0113.31.05

12/1/991237PP

12/9/99

50' s

06.970.3413.30.85

16.5

5.5875.28621.75.1

14451513PP5.57.0

0.0513.60.89

12/1/991526PP

12/1/99

30' s

(2.5*)7.681.9913.40.81

20.6

7.96

872.2857.62.47.3

15001512BT8.57.482.2814.40.9

12/9/991530BT

12/1/99

50' s

34 (305*)5.150.4611.80.86

10.4

8.50

871.. 4867.60.611.83

920935PP2.56.070.3612.30.87

12/1/991000PP

12/1/999

50' s

0 (434*)6.740.7912.10.89

29.7

9.26

871848.33.811.4

10121104PP11.76.780.8013.40.82

12/1/991115PP

Notes:** = Well purged dryBT = Bailer (Teflon)

NM = no measurementPP = Peristaltic Pump

*PID readings from 11/11/99PID = Photoionization Detector

E N V I R O N

_ - ~^ — _ — — ...... .- . ..... —

I <SURFACE WATER SAMPLESTHIRD SITEZIONSVILLE, INNovember - December 1999

TABLE B-3SURFACE WATER SAMPLING - FIELD MEASUREMENTS


DateLocation


SampleNo.: SW-1

11/29/99Finley Creek

40' s

SW-211/29/99

Finley Creek

40's

SW-311/29/99

Finley Creek

40's

SW-411/29/99

Finley Creek

40's

SW-511/29/99

Pond -shallow

40's

SW-612/2/99

Pond - Deep

50' s

Flow ConditionsFlow VelocityPrecipitation in prior 24 hours

SamplingSampling TimeSampling MethodSampling Notes

- No Measurable Flow - Low Flow Condition -0 0 0 0

1655 1705 1720Dipper Jar Dipper Jar Dipper Jar

sheen noted nearsampling point

1730Dipper Jar

sheen noted nearsampling point

N/A N/A0 0

1635 1445Dipper Jar Peristaltic Pump

1 of 1 E N V I R O N

A P P E N D I X C

Well Construction Logs

€ N V I R O N650 Dundee Road, Suite 150

Northbrook, Ilinois 60062

PROJECTPROJECT:

INFORMATION

Third SiteSITE LOCATION: Rte 421, Zionsville, IndianaJOB NO.: 21-6799D

LOGGED BY. Todd WilliamsDATE(S) DRILLED: 1 1/23/99

WELL CONSTRUCTION LOGMONITORING WELL NO.TS-MW-24

TOTAL DEPTH: 15 feet

DRILLING INFORMATION

DRILLING CO. : Earth Exploration, IncDRILLER: Scott/BrianRIG TYPE: CME 75 Drill RigMETHOD OF DRILLING: Hollow Stem AugerBORE HOLE DIAMETER: 8 inch

T.O.C. ELEVATION: 876 . 95 SURVEY COORDINATES: N:921,063.04 E:725,732.11

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WELL CONSTRUCTION

5 -r

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4" STEEL STICKUP PROTECTIVE CASING

GROUND SURFACE

8" DEEP CONCRETE PAD

2" DIA., SCH. 40, PVC WELL CASING

8" DIA. BORE HOLE

BENTONITE PELLET SEAL

2" DIA., PVC CONTINUOUS SLOT 0.010" SCREEN(10FTTO15FT)

SAND FILTER PACK

€ N VI RO N650 Dundee Road, Suite 150

Northbrook, Ilinois 60062

PROJECT INFORMATION

PROJECT: Third SiteSITE LOCATION: Rte 421, Zionsville, IndianaJOB NO.: 21-6799DLOGGED BY: Todd WilliamsDATE(S) DRILLED: 1 1/22/99

T.O.C

t/3<JGO



DRILLING INFORMATIONDRILLING CO.: Earth Exploration, IncDRILLER: Scott/BrianRIG TYPE: CME 75 Drill RigMETHOD OF DRILLING: Hollow Stem AugerBORE HOLE DIAMETER: 8 inch

ELEVATION: 878 . 08 SURVEY COORDINATES: N:921,106.26 E:725,757.36

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SAND FILTER PACK

€ N V I R O N650 Dundee Road, Suite 150Northbrook, Ilinois 60062

PROJECT INFORMATION

PROJECT: Third SiteSITE LOCATION: Rte 421, Zionsville, IndianaJOB NO.: 21-6799D

LOGGED BY: Todd WilliamsDATE(S) DRILLED: 1 1/22/99

T.O.C

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DRILLING INFORMATION

DRILLING CO. : Earth Exploration, IncDRILLER: ScottXBrianRIG TYPE: CME 75 Drill RigMETHOD OF DRILLING: Hollow Stem AugerBORE HOLE DIAMETER: 8 inch

ELEVATION: 881.47 SURVEY COORDINATES: N:921,410.85 E:725,875.35u

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8" DIA. BORE HOLE


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SAND FILTER PACK

A P P E N D I X D

Groundwater Analysis Results

VOLATILE ORGANIC COMPOUNDSGROUNDWATER ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, IN

Table D-lGroundwater VOC Result Summary

Mjvemoer . uecemuer iyyy _ ,Sample ID:

Date:Well No.Bottom ofWell Elev.

Volatile Organic Compounds- Groundwater

Concentrations in ug/lBromomethaneVinyl chlorideChloroethaneMethylene chloride1 , 1 -Dichloroethene1 , 1 -Dichloroe thaneChloroform1,2-Dichloroethane1,1,1-TrichloroethaneCarbon tetrachlorideBromodichloromethanecis-1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1,1,2-TrichloroethaneBenzenetrans-1 ,3-DichloropropeneBromoformTetrachloroethene1 , 1 ,2,2-TrichloroethaneTolueneChlorobenezeneEthylbenzeneStyrene1 ,2-DichloropropaneChloromethaneCarbon disulfideAcetone4-Methyl-2-pentanone2-Hexanone2-Butanonetrans-1 ,2-Dichloroethenecis- 1 ,2-DichloroetheneXylenes (total)

TS-GW-MW9-991202

12/2/99ECC-MW9A

856.7

10 U54

21

1 J

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

3 J

10 U

TS-GW-MW14-991202

12/2/99ECC-MW14

855.7

10 U

10 U

10 U1 J

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

TS-GW-MW14-991292D

12/2/99ECC-MW14

855.7Duplicate

10 U

10 U

10 U

2 J

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

TS-GW-MW15-99121

1271/99ECC-MW15

860.3

10 U

5 J

10 U4 JB

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

TS-GW-MW17-99121

12/1/99

ECC-MW17

862

10 U

230 D

2 J

5 JB

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

3 J

10 U

TS-GW-MW18-991209

12/9/99ECC-MW18

857.6

10 U110

10 U

2 JB

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

TS-GW-MW19A-99121

12/1/99ECC-MW19A

867.6

10 U720 DJ

4 J

8 JB

160

780 DJ

3 J

10 U

5800 D

10 U

10 U10 U

870 DJ

10 U

12

10 U

10 U

10 U

36

0.2 J

1837

220 E

10 U

10 U

10 U

10 U

25

2 J

10 U

10 U

100

29000 D

400 E

TS-GW-MW19B-99121

12/1/99

ECC-MW19B

848.3

10 (J

34

1 J

2 J

10

280 D

10 U

10 U

87

10 U10 U

10 U

470 D

10 U

10 U10 U

10 U

10 U

18

10 U

10 U10 U

2 J

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U15

2000 D

4 J

TS-GW-MW20-991130

11/30/99

ECC-MW20

846

10 U

340 D

66

5 JB1 J

390 D

10 U

10 U

2 J

10 U

10 U10 U

3 J

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

26

1500 D

10 U

TS-GW-MW20-991130-D

11/30/99ECC-MW20

846Duplicate

10 U

310 D

66

5 JB1 J

380 D

10 U

10 U

2 J

10 U

10 U

10 U

3 J

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

26

1500 D

10 U

Data qualifiers:U - undetected at the concentration reportedB - compound was noted in the laboratory blank

J - laboratory estimated value 1 OF 2E N V I R O N

1/21KX)

VOLATILE ORGANIC COMPOUNDS

GROUNDWATER ANALYTICAL RESULTS

THIRD SITEZIONSVILLE, IN

Table D-lGroundwater VOC Result Summary

November - December 1999 „Sample ID:


Volatile Organic Compounds- Groundwater

Concentrations in ug/lBromomethaneVinyl chlorideChloroe thaneMethylene chloride1,1-Dichloroethene1,1-Dichloroe thane

Chloroform

1,2-Dichloroethane1,1,1-TrichloroethaneCarbon tetrachlorideBromodichloromethanecis-1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1 , 1 ,2-TrichloroethaneBenzenetrans- 1 ,3-DichloropropeneBromoformTetrachloroethene1 , 1 ,2,2-TrichloroethaneTolueneChlorobenezeneEthylbenzeneStyrene1 ,2-DichloropropaneChloromethaneCarbon disulfideAcetone4-Methyl-2-pentanone2-Hexanone2-Butanonetrans- 1 ,2-Dichloroethenecis-1 ,2-DichloroetheneXylenes (total)

TS-GW-MW21-99121

12/1/99ECC-MW21

849.2

10 U3 J

10 U3 J

10 U10 U

10 U

10 U

10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U

TS-GW-MW22-991130

11/30/99ECC-MW22

843.4

10 U860 D47

4 JB10 U

670 D

10 U

10 U

10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U28

4700 D10 U

TS-GW-MW23-991202

12/2/99ECC-MW23

848

10 U3512

1 J10 U11

10 U

10 U

10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U5 J

10 U

TS-GW-MW24-991130

11/30/99TS-MW24

859.3

10 U150%6 JB2 J

160

10 U

10 U

11010 U10 U10 U

1 JB10 U10 U10 U10 U10 U10 U10 U10 U6 J

10 U10 U10 U10 U10 U10 U10 U10 U10 U24

1100 D10 U

TS-GW-MW25-991130

11/30/99TS-MW25

860.4

10 U160160

1 J10 U88

10 U

10 U

10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U2 J

44

10 U

TS-GW-MW26-99121

12/1/99TS-MW26

863.8

10 U12010 U

• 4 J10 U46

10 U

10 U

7J10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U1 J

10 U2J

10 U10 U10 U10 U10 U10 U10 U10 U2 J

200 D1 J

Data qualifiers:U - undetected at the concentration reportedB • compound was noted in the laboratory blank

J - laboratory estimated value 2 OF 2E N V I R O N

V21/00

SEM1VOLATILE ORGANIC COMPOUNDSGROUND WATER ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANANovember - December 1999

Table D-2Groundwater SVOC Results

Sample ID:


SemivolatUe Organic Compounds

- GroundwaterConcentrations in ug/l

Phenolbis(2-Chloroethyl)ether2-Chlorophenol1 ,3-Dichlorobenzene1 ,4-Dichlorobenzene1 ,2-Dichlorobenzene2-Methylphenol2,2'-oxybis4-MetbyphenolN-nitroso-di-N-propylamineHexachJoroe thaneNitrobenzeneIsophorone2-Nitrophenol2,4-Diraethylphenolbis(2-Chloroethoxy)methane2.4-Dichlorophenol1 ,2,4-TrichlorobenzeneNaphthalene4-ChloroanilineHexacblorobutadiene4-Chloro-3-metliylphenol2-MethylnapthaleneHexachlorocyclopentadiene2,4,6-Trichlorophenol2,4,5-Trichlorophenol2-Chloronaphthalene2-NitroanilineDimethyl phthalate2.6-DinitrotolueneAcenaphthylene3-NitroanilineAcenaphthene2,4-Dinitrophenol4-Nitrophenol2,4-DinitrotolueneDibenzofuranDiethylphthalate4-Chloropheylphenyl etherHuorene4-Nitroaniline4,6-Dinitro-2-methylphenolN-Nitrosodiphenylamine4-Bromophenylphenyl etherHexachlorobenzenePentachlorophenolPhenanthreneAnthraceneCarbazoledi-n-Butyl phthalateFluoranthenePyreneButylbenzylphthalate3,3'-Dichlorobenzidinebis(2-Ethylhexyl)phthalateBenzo(a)anthraceneChrysenedi-n-Octyl phthalateBenzo(b)fluorantheneBenzo(k)fluorantheneBenzo(a)pyreneIndeno(l,2,3-cd)pyreneDibenz(a,h)anthraceneBenzo(g.h.i)perylene

Data qualifiers:U - undetected at he concentration reportedB .compound noted in laboratory blankI > laboratory estimated value

TS-CW-MW9-991202

12/2/99ECC-MW9A

856.7

9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U

9 U

9 U

9 U

9 U

9 U

9 U

9 U

9 U

9 U9 U9 U9 U9 U

9 U

9 U9 U

9 U18 U

9 U

9 U

9 U

18 U

9 U

18 U18 U9 U9 U9 U9 U9 U

18 U18 U9 U9 U9 U

18 U9 U9 U9 U9 U9 U9 U9 U9 U3 JB9 U9 U9 U9 U9 U9 U9 U9 U9 U

TS-GW-MWI4-991202

12/2/99ECC-MW14

855.7

9 U9 U9 U9 U9 U9 U9 U

9 U

9 U

9 U

9 U

9 U

9 U

9 U

9 U

9 U9 U

9 U9 U9 U9 U9V9 U9 U9 U

9 U

9 U18 U

9 U9 U9 U

18 U9 U

18 U18 U9 U9 U9 U

9 U9 U

18 U18 U9 U9 U9 U

18 U9 U9 U9 U9 U9 U9 U9 U9 U6 JB9 U9 U2 JB9 U9 U9 U9 U9 U9 U

TS-GW-MW14-991292D

12/2/99ECC-MW14

855.7Duplicate

9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U

18 U9 U9 U

9 U18 U9 U

18 U

18 U

9 U9 U9 U9 U9 U

18 U18 U9 U9 U9 U

18 U9 U9 U9 U9 U9 U9 U9 U9 U3 JB9 U9 U2 J9 U9 U9 U9 U9 U9 U

TS-GW-MW15-99121

12/1/99ECC-MW1S

860.3

10 U10 U

10 U10 U10 U10 U10 U10 U

10 U10 U

10 U

10 U10 U10 U10 U10 U

10 U

10 V10 U

10 U10 U10 U10 U

10 U

10 U10 U

10 U

20 U10 U10 U

10 U

20 U10 U20 U

20 U10 U10 U10 U10 U

10 U

20 U20 U

10 U10 U10 U20 U10 U10 U

10 U10 U10 U10 U10 U10 U10 U

10 U10 U10 U

10 U10 U10 U10 U10 U10 U

TS-GW-MW17-

99121

12/1/99ECC-MW17

862

10 u10 u10 U10 U10 U10 U10 u10 u10 U10 U10 U10 u10 U10 U10 U

10 U10 U

10 V

10 U10 U10 U

10 U10 U10 U

10 U10 U

10 U20 U

10 U

10 U10 U20 U

10 U20 U20 U10 U

10 U10 U

10 U10 U

20 U20 U

10 U10 U10 U20U10 U10 U10 U10 U10 U10 U10 U10 U2JB

10 U10 U10 U10 U10 U10 U10 U10 U10 U

TS-GW-MW18-991209

12/9/99ECC-MW18

857.6

10 U10 U10 U10 U10 U10 U10 U10 U

10 U10 U10 U

10 U10 U10 U10 U10 U

10 U10 U10 U

10 U

10 U

10 U10 U10 U

10 U

10 U10 U

20U10 U10 U10 U20 U10 U20 U20U10 U10 U10 U10 U

10 U

20 U20 U

10 U10 U10 U20 U

10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U

10 U

TS-GW-MW19A-99121

12/1/99ECC-MW19A

867.6

10 U10 U10 U10 U

6 J

840 D

10 U10 U10 U

10 U10 U

10 U10 U10 U10 U10 U

10 U

10 U10 U10 U10 U

10 U1 J

10 U

10 U10 U10 U20U

10 U10 U10 U20U10 U20 U

20 U10 U10 U10 U10 U

10 U20 U20U

10 U10 U10 U20 U

10 U10 U10 U10 U10 U10 U10 U10 U1 JB

10 U10 U10 U10 U10 U

10 U10 U10 U10 U

TS-GW-MW19B-9912!

12/1/99ECC-MW19B

848.3

10 U10 U10 U10 U10 U1110 U10 U

10 U

10 U10 U

10 U10 U10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U10 V

10 U

10 U

10 U

10 U

10 U

20U

10 U

10 U

10 U

20U

10 U

20 U

20U

10 U

10 U

10 U

10 U

10 U

20 U

20 U

10 U

10 U

10 U

20 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U

10 U10 U10 U10 U

TS-GW-MW20-991130

11/30/99ECC-MW20

846

10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 V

10 U

10 U

10 U

10 U

10 U

19 U

10 U

10 U

10 U

19 U

10 U

19 U

19 U .

10 U

10 U

10 U

10 U

10 U

19 U

19 U

10 U

10 U

10 U19 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U

E N V 1 R ON1 OF 2 1/21/00

SEMIVOLATILE ORGANIC COMPOUNDSGROUND WATER ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANANovember - December 1999

Table D-2Groundwater SVOC Results

Sample ID: TS-GW-MW20- TS-GW-MW21- TS-GW-MW22- TS-GW-MW23- TS-GW-MW24- TSOW-MW25- TW3W-MW26-991130D 99121 991130 991202 991130 991130 99121

Date: 11/30/99 12/1/99 11/30/99 12/2/99 11/30/99 11/30/99 12/1/99Well No. ECC-MW20 ECC-MW21 ECC-MW22 ECC-MW23 TS-MW24 TS-MW25 TS-MW26Bottom ofWell Elev. 846 849.2 843.4 848 859.3 860.4 863.8

Duplicate


- GroundwaterConcentrations in ug/i

Phenolbis(2-Chloroethyl)ether2-ChlorophenoI1 ,3-Dichlorobenzene1 ,4-Dichlorobenzene1,2-Dichlorobenzene2-Methylphenol2,2'-oxybis4-MethyphenolN-nitroso-di-N-propylamineHexachloroethaneNitrobenzeneIsophorone2-Nitrophenol2,4-Dimethylphenolbis(2-Chloroethoxy)methane2.4-Dichlorophenol1,2,4-TrichlorobenzeneNaphthalene4-ChloroanilineHexachlorobutadiene4-ChJoro-3-methylphenol2-MetbylnapthaleneHexachlorocyclopentadiene2,4,6-Trichlorophenol2,4,5-Trichlorophenol2-Chloronaphthalene2-NitroanilineDimethyl phthalate2,6-DinitrololueneAcenaphthylene3-NitroanilineAcenaphlhene2,4-Dmitrophenol4-Nitrophenol2,4-DinitrotolueneDibenzofuranDiethylphthalate4-Chloropheylphenyl etherFluorene4-Nitroaniline4,6-Dinitro-2-methylphenolN-Nitrosodiphenylamine4-Bromophenylphenyl etherHexachlorobenzenePentachlorophenolPhenanthreneAnthraceneCarbazoledi-n-Butyl phthalateFluoranlhenePyreneButylbenzylpbthalate3,3'-Dichlorobenzidinebis(2-Ethylhexyl)phthalateBenzo(a)anthraceneChrysenedi-n-Octyl phthalateBenzo(b)fluorantheneBenzo(k)fluorantheneBenzo(a)pyrene

Indeno(l,2,3-cd)pyrene

Dibenz(a,n)anthracene

Benzo(g,h,i)perylene

Data qualifiers:U - undeteoed at be concentration reportedB - compound raced in laboratory blankJ - laboratory estimated value

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

19 U

10 U

10 U

10 U

19 U

10 U

19 U

19 U

10 U

10 U

10 U

10 U

10 U

19 U

19 U

10 U

10 U

10 U

19 U

10 U

10 u10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U

10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U20 U10 U10 U10 U20 U10 U20 U20 U10 U10 U10 U10 U10 U20 U20 U10 U10 U10 U20 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U

9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U

18 U9 U9 U9 U

18 U9 U

18 U18 U9 U9U9 U9 U9 U

18 U18 U9 U9 U9 U

18 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9119 U9 U9 U9 U9 U9 U9 U

2 OF 2

9 U9 U9 U9 U91)9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9119 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U

19 U

9 U9 U9 U

19 U9 U

19 U19 U9 U9 U9 U9 U

19 U19 U9 U9 U9 U9 U

19 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U

10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U19 U10 U10 U10 U19 U10 U19 U19 U10 U10 U10 U10 U10 U19 U19 U10 U10 U10 U19 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U

10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U20U10 U10 U10 U20 U10 U20U20U10 U10 U10 U10 U10 U20 U20 U10 U10 U10 U20U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U

10 U10 U10 U10 U10 U3 J

10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U20U10 U10 U10 U20 U10 U20U20 U10 U10 U10 U10 U10 U20U20 U10 U10 U10 U20U10 U10 U10 U10 U10 U10 U10 U10 U2 JB

10 U10 U10 U10 U10 U10 U10 U10 U10 U

E N VI R ON1/21/00

TOTAL AND DISSOLVED METALSGROUND WATER ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANANovember - December 1999

Table D-3Groundwater Metals Result Summary

Sample ID:


Total & Dissolved Metals- Groundwater

Concentrations in ug/lAlumiumAntimonyArsenicBariumBerylliumCadmiumCalciumChromiumColbaltCopperIronLeadMagnesiumMaganeseMercuryNickelPotassiumSeleniumSilverSodiumThalliumVanadiumZinc

TS-GW-MW9-991202

12/2/99ECC-MW9A

856.7Total

13101.8 U7.6 U

2010.2 U0.3 U

102000

2 B

1.1 B

14.3

3580

3.8

35000

478

0.1 U

4.8 B

4270

3.4 U

0.9 U

15200

2.5 U

3.1 B

10.8 B

TS-GW-MW9-991202F

12/2/99

ECC-MW 9A

856.7Dissolved

35.1 U1.8 U7.6 U5770.2 U

0.43 B116000

1.5 U0.6 U1.4 B

23501.5 U

4380029

0.1 U4.1 B

23703.4 U0.9 U

313002.8 B0.8 U3.1 U

TS-GW-MW14-991202

12/2/99

ECC-MW14

855.7Total

60301.8 U

8 B764

0.57 B1.3 B

18100013

5.543.8

4070023

610004420.1 U

23.64560

3.4 U0.9 U

315002.5 U

17.7 B89.8

TS-GW-MW14-991202F12/2/99

ECC-MW14

855.7Dissolved

35.1 U1.8 U7.6 U1740.2 U

0.63 B93300

1.5 U3.3 B1.4 B2091.5 U

329004150.1 U1.7 B

41203.4 U0.9 U

152002.7 B0.8 U3.1 U

TS-GW-MW14-991292D

12/2/99ECC-MW14

855.7Dupl./Total

62901.8 U8.4 B791

0.53 B1.4 B

19100013.85.6

45.142400

24.264300

4620.1 U

25.24830

3.4 U0.9 U

330002.5 U

18.2 B94.5

TS-GW-MW14-991202DF12/2/99

ECC-MW14

855.7Dupl./Diss.

35.1 U1.8 U7.6 U5640.2 U

0.51 B114000

1.5 U0.6 U1.2 U

21301.5 U

4290028.20.1 U

4 B2320

3.4 U0.9 U

306002.5 U0.8 U3.1 U

TS-GW-MW15-99121

12/1/99ECC-MW15

860.3Total

63.7 B1.8 U7.6 U6460.2 U0.3 U

1280001.5 U0.6 U3.4 B

42601.5 U

4970035.30.1 U6.5

22303.4 U0.9 U

368002.5 U0.8 U3.1 U

TS-GW-MW15-99121F

12/1/99ECC-MW15

860.3Dissolved

35.1 U

1.8 U

7.6 U

642

0.2 U

0.62 B

126000

1.5 U

0.6 U

1.6 B

3900

1.5 U

50100

30.4

0.1 U

6.6

2470

4.1 B

0.9 U

38600

3.2 B

0.8 U

3.1 U

TS-GW-MW17-99121

12/1/99ECC-MW17

862Total

1451.8 U

7.6 U

561

0.2 U

0.3 U

110000

1.6 B

0.6 U

2.7 B

4410

1.5 U

41100

89.8

0.1 U

3.3 B

2050

3.4 U

0.9 U

25400

2.5 U

0.8 U

3.1 U

TS-GW-MW17-99121F

12/1/99

ECC-MW17

862Dissolved

35.1 U1.8 U7.6 U5100.2 U

0.53 B101000

1.5 U0.6 U1.2 B

28101.5 U

3870090.70.1 B1.5 B

21803.6 B0.9 U

244003.6 B0.8 U3.1 U

TS-GW-MW18-991209

12/9/99ECC-MW18

857.6Total

155001.8 u

20.6

797

1 B

1.7 B

273000

29.8

18.3

66.1

52700

32.7

81600

960

0.1 U

49.1

7320

3.4 U

0.9 U

29800

4.1 B

42.4

144

TS-GW-MW18-991209F

12/9/99

ECC-MW18

857.6Dissolved

35.1 U1.8 U7.6 U6020.2 U0.3 U

1120001.5 U0.6 U1.2U

32301.5 U

4290027.20.1 U3.2 B

18803.4 U0.9 U

288002.5 U0.8 U3.1 U

Data Qualifiers:U - undetected at the concentration reportedB - compound noted in laboratory blankJ - laboratory estimated value 1 OF 3

E N V I R O N1/21/00

CI .



Sample ID:

Date:WeH No.

Bottom ofWell Elev.

Total & Dissolved Metals


AlumiumAntimonyArsenicBariumBerylliumCadmiumCalciumChromiumColbaltCopperIronLeadMagnesiumMaganeseMercuryNickelPotassiumSeleniumSilverSodiumThalliumVanadiumZinc

TS-GW-MW19A-99121

12/1/99

ECC-MW19A

867.6Total

75.8 B1.8 U

14.4

467

0.2 U

0.3 U

93800

1.5 U

0.6 U

1.5 B

3640

1.5 U

37000

358

0.1 U

1.1 B

2340

3.4 U

0.9 U

27900

2.5 U

1.2 B

3.1 U

TS-GW-MW19A-99121F

12/1/99

ECC-MW19A

867.6Dissolved

35.1 U1.8 U

17.24680.2 U

0.66 B93600

1.5 U0.6 U1.5 B

34801.5 U

37600355O.I U1.1 U

26404.2 B0.9 U

287003.4 B

0.82 B3.1 U

TS-GW-MW19B-99121

12/1/99ECC-MW19B

848.3Total

89.5 B1.8 U7.6 U5890.2 U0.3 U

103001.5 U1.5 B1.2 U

36901.5 U

347001140.1 U1.1 U

18203.4 U0.9 U

207002.5 U0.8 U3.1 U

TS-GW-MW19B-99121F

12/1/99ECC-MW19B

848.3Dissolved

35.1 U1.8 U7.6 U5780.2 U

0.53 B99500

1.5 U1.8 B1.2 B

33301.5 U

34400115O.I U1.1 U

19703.4 U0.9 U

205002.8 B0.8 U3.1 U

TS-GW-MW20-991130

11/30/99ECC-MW20

846Total

116

1.8 U

10.4

385

0.2 U

0.3 U

118000

1.5 U

0.6 U

1.4 B

5800

1.5 U

41400

494

0.1 U

9.3

7810

3.4 U

0.9 U

62600

2.5 U

0.8 U

3.1 U

TS-GW-MW20-991130F

11/30/99

ECC-MW20

846Dissolved

35.1 U1.8 U

11.9373

0.2 U

0.63 B

113000

1.5 U

0.76 B

1.2 B

4950

1.5 U

40600

475

0.1 U

8.3

8480

3.4 U

0.9 U

63100

4 B

0.8 U

3.1 U

TS-GW-MW20-991130D

11/30/99

ECC-MW20

846Dupl. /Total

1881.8 U9.1 B3950.2 U0.3 U

1200001.5 U

0.86 B3.4 B

60601.5 U

424005100.1 U9.8

80803.4 U0.9 U

639002.5 U

0.83 B3.1 U

TS-GW-MW20-991130DF

11/30/99

ECC-MW20

846Dupl./Diss.

35.1 U1.8 U

12.43760.2 U

0.62 B115000

1.5 U1.1 B1.5 B

50701.5 U

415004890.1 U8.8

87203.8 B0.9 U

645003.2 B0.8 U3.1 U

TS-GW-MW21-99121

12/1/99ECC-MW21

849.2Total

1521.8 U7.6 U3420.2 U0.3 U

1070001.5 U0.6 U1.6 B

44401.5 U

3830037.40.1 U1.1 B

12103.4 U0.9 U

159002.5 U0.8 U3.1 U

TS-GW-MW21-99121F

12/1/99ECC-MW21

849.2Dissolved

35.1 U

1.8 U

7.6 U

328

0.2 U

0.57 B

100000

1.5 U

0.6 U

1.7 B

2850

1.5 U

36600

19.2

0.1 U

1.1 U

1250

3.4 U

0.9 U

15800

5.7 B

0.8 U

3.1 U

TS-GW-MW22-991130

11/30/99

ECC-MW22

843.4Total

16401.8 U7.6 U

797

0.2 U

0.3 U

111000

3.4 B

1.6 B

12.3

7200

7.5

54900

253

0.1 U

9.8

14900

3.4 U

0.9 U

45100

2.5 U

3.9 B

13.7 B

Data Qualifiers:U - undetected at the concentration reportedB - compound noted in laboratory blankJ - laboratory estimated value 2 OF 3

E N V I R O N1/21/00

_J



Sample ID:

Date:Well No.

Bottom ofWell Elev.

Total & Dissolved Metals



TS-GW-MW22-991130F

11/30/99

ECC-MW22

843.4Dissolved

35.1 U1.8 U7.6 U7700.2 U

0.46 B98600

1.5 U0.68 B

1.8 B2250

1.5 U52300

1780.1 U5.3

162003.4 U0.9 U

469004.8 B0.8 U3.1 U

TS-GW-MW23-991202

12/2/99ECC-MW23

848Total

251002.7 B

21.29441.4 B2.1 B

28100049.626.4150

6040063.6

9560011300.13 B94.1

137003.4 U0.9 U

1160002.5 U

66.4251

TS-GW-MW23-991202F

12/2/99ECC-MW23

848Dissolved

35.1 U

1.8 U

7.6 U

637

0.2 U

0.64 B

127000

1.5 U

1.1 B

1.2 U

2910

1.5 U

47900

213

0.12 B

16.9

7360

3.4 U

0.9 U

119000

3.4 B

0.8 U

3.1 U

TS-GW-MW24-991130

11/30/99

TS-MW24

859.3Total

4051.8 U7.7 B4180.2 U0.3 U

1430001.5 U1.5 B3.8 B

103001.5 U

52600900

0.15 B24.3

201003.4 U0.9 U

1320002.5 U1.7 B6.8 B

TS-GW-MW24-991130F

11/30/99TS-MW24

859.3Dissolved

35.1 U1.8 U8.1 B4090.2 U

0.55 B139000

1.5 U1 B

1.6 B8310

1.5 U52100

8650.12 B

2322100

3.4 U0.9 U

1360004.3 B0.8 U3.1 U

TS-GW-MW25-991130

11/30/99TS-MW25

860.4Total

137

1.8 U

7.6 U

464

0.2 U

0.3 U

121000

1.5 U

1.1 B

2 B

5720

1.5 U

48500

292

0.29

15.7

20400

3.4 U

0.9 U

1110002.5 U0.8 U3.1 U

TS-GW-MW25-991130F

11/30/99TS-MW25

860.4Dissolved

35.1 U

1.8 U

7.6 U

472

0.2 U0.55 B

120000

1.5 U

0.83 B

1.6 B

5080

1.5 U

49400

267

0.1 U

15.5

23300

3.8 B

0.9 U

117000

3.8 B

0.8 U

3.1 U

TS-GW-MW26-99121

12/1/99

TS-MW26

863.8Total

162

2.6 B

7.9 B

471

0.2 U

0.3 U

116000

1.5 U

0.6 U

1.2 U

2580

6.9

41600

121

0.1 U

3.8 B

3290

3.4 U

0.9 U

27700

2.5 U

0.8 U

3.1 U

TS-GW-MW26-99121F

12/1/99

TS-MW26

863.8Dissolved

35.1 U1.8 U

10.74650.2 U

0.51 B114000

1.5 U0.6 U1.4 B

21301.5 U

411001240.1 B3.4 B

38603.4 U0.9 U

286003.1 B0.8 U3.1 U

Data Qualifiers:U - undetected it the concentration reportedB - compound noted in laboratory blankJ - laboratory estimated value 3 OF 3

E N V I R O N1/21/00

ECC-MW9A1.1-DICHLOROETHANE

cis- 1 ,2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

12/2/9910 U3 J

10 U54

ECC-MVY211.1-DICHLOROETHANEcis- 1 .2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

12/1/9910 U10 U10 U3 J

ECC-MW221.1-DICHLOROETHANEcis- 1 .2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

11/30/99670 D

4700 D10 U

860 D

ECC-MW201.1-DICHLOROETHANE

cis- 1 .2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

1 1/30/99390 D

1500 D3 J

340 D

ECC-MW231.1-DICHLOROETHANE

cis- 1 .2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

12/2/9911

5 J10 U35

ECC-MW14 I 12/2/99NOT DETECTED

TS-MW261.1-DICHLOROETHANEcis-1.2-DlCHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

12/1/9946

200 D10 U

120

ECC-MW151.1-DICHLOROETHANEcis- 1 ,2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

12/1/9910 U10 U10 U5 J

ECC-MW171,1-DICHLOROETHANEcis- 1 ,2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

12/1/9910 U3 J

10 U230 D

ECC-MW181.1-DICHLOROETHANEcis- 1 ,2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

12/9/9910 U10 U10 U

110

ECC-MW19A1.1-DICHLOROETHANEcis-1 . 2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

12/1/99780 DJ

29000 D870 DJ720 DJ

ECC-MW19B1.1-DICHLOROETHANEcis-1 ,2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

12/1/99280 D

2000 D470 D34

TS-MW25

1.1-DICHLOROETHANEcis-1.2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

11/30/998844

10 U160

1,1-DICHLOROETHANEcis-1.2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

11/30/99160

1100 D1 JB

150

50 100

08WX

Ground WBtorSample* \

Monitoring Location

Sol DoftnQ Loc Boon

Surface WaterSample Location

Sample Date

ECC-MWXX1 . 1 -DICHLOROETKANE

12/XX/99X«

VoMtoOiganlcCompound (VOC)

\voc(See data tables for

dataquaimen)

•BoW Indicates concentrations above IDEM TIER I

6 N V 1 R O N650 DUNDEE ROAD. SUITE 150, NORTHBROOK. IL 60062

GROUND WATER RESULTS

NOVEMBER-DECEMBER 1999

THIRD SITE

ZIONSVILLE, INOAlfc

1/11/00DfUFIER:

BJM

COHIMCT I

216799DD-1

J

A P P E N D I X F

Soil Boring Logs

€ N V I R O N650 Dundee Road, Suite 150Northbrook, Illinois 60062

PROJECT: Third SiteSITE LOCATION: Rte 421, Zionsville, IndianaJOB NO.: 21-6799CLOGGED BY: C. BonczkiewiczDATES DRILLED: 1 1/17/99

GEOLOGIC DRILL LOGBOREHOLE NO.: 99 - TS - 1TOTAL DEPTH: 16 feet

DRILLING CO. : Earth Exploration, Inc.RIG TYPE: Simco 2400 Direct PushMETHOD OF DRILLING: GeoprobeSAMPLING METHODS: MacrosamplerHAMMER WT./DROP

SURVEY LOCATION: N:921,044.80 E:72S,613.02 GROUND SURFACE ELEVATION:881.87

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SOIL DESCRIPTION

0-4

4-8

8-12

12-16

4

3.5

3.0

3.0

* Lab Sample

* Lab Sample

00.92412171247142000

000000

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-10-

-15-

CL

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11

SILTY CLAY: Brown to grayish brown silty clay with atrace of sand and a trace of gravel.

SILTY CLAY: Silty clay with a trace of sand and a trace offine to coarse gravel. Contains seams of gray gravelly sand.Organic odor below 8 ft.

SAND: Gray fine to coarse sand with a trace of gravel witseams of silt. Saturated. Cave in at 11.4 ft. *"

: END OF BORING: 16ft



PROJECT:SITE LOCATION:JOB NO.:LOGGED BY:DATES DRILLED:

Third SiteRte 421, Zionsville, Indiana21-6799DC. Bonczkiewicz11/17/99

DRILLING CO.: Earth Exploration, Inc.RIG TYPE: Simco 2400 Direct PushMETHOD OF DRILLING: GeoprobeSAMPLING METHODS: MacrosamplerHAMMER WT./DROP

SURVEY LOCATION: N:921,096.79 E:725,653.39 GROUND SURFACE ELEV ATION:878.29

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SOIL DESCRIPTION

0-4

4-8

8-12

12-16

4

4

4

4

* Lab Sample

* Lab Sample

00000000004231121253007430015658520334253622111910245910

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SILTY CLAY: Brown silty clay with a litlle sand and atrace of gravel.

SILTY SAND: Gray to dark gray silty clay with a trace ofsand. Contains small pockets of sand at 7 ft. Solvent odornoted.

SILTY CLAY: Brown silty clay with a trace of sand.Solvent odor noted.

SILTY SAND: Gray silty fine to coarse sand with a little toa trace of gravel. Saturated. Contains lenses of silty clay andfine to medium sand at 1 1 ft to 12 ft.

SANDY SILT- Gray sandy silt Saturated\ /

END OF BORING: 16 feet

€ N VI RO N650 Dundee Road, Suite 150Northbrook, Illinois 60062

PROJECT: Third SiteSITE LOCATION: Rte 421, Zionsville, IndianaJOB NO.: 21-6799CLOGGED BY: C. BonczkiewiczDATES DRILLED: 11/23/99

GEOLOGIC DRILL LOGBOREHOLE NO.: 99 - TS - 2ATOTAL DEPTH: 34 feet

DRILLING CO. : Earth Exploration, Inc.RIG TYPE: CME 75 Drill RigMETHOD OF DRILLING: Hollow Stem AugerSAMPLING METHODS: Split SpoonHAMMER WT./DROP 180

SURVEY LOCATION: N:921,094.90 E:725,653.69 GROUND SURFACE ELEVATION:878.34

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SOIL DESCRIPTION

0-4

4-8

8-12

19-1R

15-17

17-19

20-22

22-24

24-26

4

4

4

4.

.7

1.5

1.7

1.9

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SILTY CLAY: Description was taken from boring 99-TS-7>i

SILTY CLAY: Description was taken from boring 99-TS-2

SILTY CLAY: Description was taken from boring 99-TS-2

SAND: Description was taken from boring 99-TS-2

SANDY SILT: Gray sandy silt. Saturated.

SANDY CLAY: Gray sandy clay with a little silt.

SILTY CLAY: Gray silty clay with a little fine sand and atrace of gravel.


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GEOLOGIC DRILL LOGBOREHOLE NO.: 99 - TS - 2ATOTAL DEPTH: 34 feet

SEfcWQPHU

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SOIL DESCRIPTION

28-30

30-32

32-34

1.9

1.5

.3

* Lab Sample

Lab Sample

0000113

b0

0

-30-

-35

-An

zn : HI :

N;- - - -

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ML

CL33

CLAYEY SILT: Gray clayey silt with a trace of sand.

SANDY CLAY: Gray sandy clay with a little silt and ai trace of gravel. Hard.

: END OF BORING: 34 ft


PROJECT: Third SiteSITE LOCATION: Rte 421, Zionsville, IndianaJOB NO.: 21-6799DLOGGED BY: C. BonczkiewiczDATES DRILLED: l \/\ 7/99

GEOLOGIC DRILL LOGBOREHOLE NO.: 99 - TS - 3




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OO

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O

00U00D

a?5C

wQoi>•J

SOIL DESCRIPTION

0-4

4-8

8-12

12-16

3.25

3.25

4

4

* Lab Sample

* Lab Sample

0000000.00

271010

56340000000000

0

u -

-5 -

in-1U

-15-

.90-

- -.\-x

-X--X"-X\ \

~_v~_X _-\~-\-XX~ X" X"_\~_\-_-^\-V\>-X"-XT-X_\ _\ _— •_• -•jj ~ ~2— • . . —

— _— _-— . — . .— . — . .j_~r_^~-\__\_N

-\-x:-x-xr-v-xX X

"^v^X""^-\-\-XX" X" X~J\~_X~_

-!\-!\--X~— XT— X_N _\ _

CL-ML

xx

SM

ML

CL

8

10

SILTY CLAY: Brown silty clay with a little sand with atrace of gravel. "*

SILTY SAND: Gray silty fine to coarse sand with a trace ofgravel. Wet.

SILT: Gray, silt with a little sand and a little clay with sandlenses. Wet to saturated.

SILTY CLAY: Gray silty clay with a trace of sand andgravel.

•»*


€ N VI R O N650 Dundee Road, Suite 150Northbrook, Illinois 60062

PROJECT: Third SiteSITE LOCATION. Rte 421, Zionsville, IndianaJOB NO.: 21-6799DLOGGED BY: C. BonczkiewiczDATES DRILLED: 1 1/1 6/99



SURVEY LOCATION: N:921,172.49 E:725,713.66 GROUND SURFACE ELEVATION :878.88

SS I

NTE

RV

AL

(ft)

SS R

ECO

VER

Y (

ft)

BLO

W C

OU

NTS

/ s.

i.O.

'**'

i I DEP

TH (

ft)

GR

APH

IC L

OG

ooUooD LA

YER

DEP

TH (

ft)

SOIL DESCRIPTION

n

0-4

4-8

8-12

12-16

4

4

4

4

* Lab Sample

* Lab Sample

0000000200010159094171819362700000000

C-J

-10-

-15-

20-

-\-\-^- - -\--V-I-x-N- - -\"_N _\ _-S-IX-N--VS-

--X-N:-*— _

— -_\ _\ _-SHX-*-S-S-S-_x-^

- -S-:v*.V-V-.V-V-^.Viv^-:x-:>

CL

CL

CL

_S2_

SM

CL

3

5

6

9

SILTY CLAY: Brown silty clay with a little sand and atrace of gravel.

SILTY CLAY: Brownish gray silty clay with a trace of sandand gravel.

SILTY CLAY: Gray silty clay with a trace of sand withroots. Organic odor noted.

\ /SILTY SAND: Brown grading to gray silty fine to coarsesand with a trace of gravel. Wet

SILTY CLAY: Gray silty clay with a trace of sand.Contains thin seams of fine sand.

END OF BORING: 16 ft

€ N V I RON650 Dundee Road, Suite 150Northbrook, Illinois 60062

PROJECT: Third SiteSITE LOCATION: Rte 421 , Zionsville, IndianaJOB NO.: 21-6799DLOGGED BY: C. BonczkiewiczDATES DRILLED: 1 1/1 6/99




SURVEY LOCATION: N:921,204.86 E:725,769.16 GROUND SURFACE ELEV ATION:878.40

SS I

NT

ER

VA

L (

ft)

SS R

EC

OV

ER

Y (

ft)

BL

OW

CO

UN

TS

a.

Q£

Xg

8

a 00D L

AY

ER

DE

PTH

(ft)

SOIL DESCRIPTION

^

0-4

4-8

8-12

12-16

4

3.25

3

3.5

* Lab Sample

* Lab Sample

* Lab Sample

0.2049001.44614253

6.842131311

0000000

0

u

-5

1 A-

15-

•?n-

K-_s.-.v->

-S-5?

'. • •. * *

u

CL

CL

CL

_SZ_

SP

CL

3.254

6.5

10

SILTY CLAY: Grayish brown silty clay with a little sandand a trace of gravel. ^^

SILTY CLAY: Brown to dark brown silty clay with a tracev of sand with silt lenses. (Fill). ,

SILTY CLAY: Dark gray to gray silty clay with a little finesand. Slight organic odor.

SAND: Gray fine to medium sand grading to silty sand andgravel. Saturated below 7 ft.

SILTY CLAY: Gray silty clay with a trace of sand.


€ N VI RON650 Dundee Road, Suite 150Northbrook, Illinois 60062







<

OH

0000

W

O

§

C/3

OU

om

o-D.

aQ

ao

O

00UooD

WQPHW

SOIL DESCRIPTION

0-4

4-8

-12

12-16

4

4

.5

3.5

* Lab Sample

* Lab Sample

1.92.52.52.52.55.22.57 Q7.06.22.91.61.11.41.51 41 61 A3.11.5.5

1.5

0.80.50.50.1000

u

-5 -

-10-

-15-

.

-:\-x;-\

Z 'rr. Q

^x XT x- -x;-\-.\-.X-N-N:-S;-X-X- HScy — ~c> — ~ym o^~ <'d-rci-~-

ii.•22 rr. 21

CL

ML

CL

^7

CL

SP

CL

SM

•J K

R ^

7 ^

10

SILTY CLAY: Brown silty clay with a little sand.

SANDY SILT: Grayish brown sandy silt with a trace ofclay and gravel.

\ /SILTY CLAY: Brown to gray silty clay with a little to atrace of sand and a trace of gravel .

SILTY CLAY: Gray silty clay with a trace of sand. Slightly

\ /GRAVEL AND SAND- Gray sand and gravel with a siltysand seam.

SILTY CLAY: Gray silty clay with a trace of sand and atrace of gravel contains silt pockets.

SILTY SAND: Gray silty fine to medium sand. Saturated.

END OF BORING: 1 6 feet

€ N V 1 R O N650 Dundee Road, Suite 150Northbrook, Illinois 60062

PROJECT: Third SiteSITE LOCATION: Rte 421, Zionsville, IndianaJOB NO.: 21-6799DLOGGED BY: C. BonczkiewiczDATES DRILLED: 11/17/99



SURVEY LOCATION: N: 921,046.32 E:725,664.24 GROUND SURFACE ELEV ATION:875.47

SS I

NT

ER

VA

L (

ft)

SS R

EC

OV

ER

Y (

ft)

BL

OW

CO

UN

TS

f s

o.Q.

Qcu

4?*—S

ffiHOHWQ G

RA

PHIC

LO

G

ooUCO

1 L

AY

ER

DE

PTH

(ft

)

SOIL DESCRIPTION

0-4

4-8

8-12

12-16

4

4

3.5

3.5

* Lab Sample

0.40

00

000000.900-.000.91.92.4

00000.9000

u -

-5 -

-10-

1 5-LJ

.on

_\ _\ _>-:\H\H>-\- -:>-^x-^Z — I— ' _— * —z-i— ' —

— ; —— —_• — _

— ~ -

~ — ~

. — ~~

'— ' _— ' —'— '-1— —— —— —

CL

SM

SM-GM

-sz-

SM-SP

2.75

SILTY CLAY: Brown silty clay with a little sand and atrace of gravel. Contains pieces of wood at 2.5 ft. >*

SILTY SAND: Brown to light gray silty fine sand, moist.

SILTY SAND: Brown and gray silty sand, moist.

SILTY SAND: Grayish brown to gray silty fine to coarsesand grading to fine to medium sand. Saturated.

N-



PROJECT: Third SiteSITE LOCATION: Rte 421, Zionsville, IndianaJOB NO.: 21-6799DLOGGED BY: c. BonczkiewiczDATES DRILLED: \\l\ 7/99




^^^

>prj

&C/3OO

<£*>;wou

oo00

00

OU£Om

exOu

QOH

1

WU

8juXOH

0O

00U00

^

«

HOHWQOHW

>

J

SOIL DESCRIPTION

0-4

4-8

8-12

12-16

4

4

3.75

3

* Lab Sample

00000000000000000000000000000000

-5 -

-10-

-15-

CL-ML

CL

CL

SM

SC

CL

4.5

6.5

8

11.£12


SILTY CLAY: Brownish gray silty clay with trace sand androots. Soft.

SILTY CLAY: Gray silty clay with a trace of sand.Contains roots.

SILTY SAND: Gray silty sand with a trace of gravel,saturated.

CLAYEY SAND: Gray clayey sand with a trace of gravel,saturated.

SILTY CLAY: Gray silty clay with a trace of sand andgravel.



PROJECT: Third SiteSITE LOCATION: Rte 421, Zionsville, IndianaJOB NO.: 21-6799DLOGGED BY: C. BonczkiewiczDATES DRILLED: H/16/99




SURVEY LOCATION: N:921, 135.59 E:725,729.88 GROUND SURFACE ELEVATION:874.53

SS I

NT

ER

VA

L (

ft)

SS R

EC

OV

ER

Y (

ft)

BLO

W C

OU

NT

S

exaQCL!

§

wQ G

RA

PHIC

LO

G

00U00

LA

YE

R D

EPT

H (f

t)

SOIL DESCRIPTION

«

0-4

4-8

8-12

12-16

4

3

3

3.3

* Lab Sample

0000000000000

1.40.51.40.81.91.1

0.2000.50.50.2

-5 -

1

,3-

-is-rx:--W--V-.V- -:x--s-s---V-S--N;-X-\-N;--~. — ~i&s*

•'•:•;•'•:••'•'.•.•;•!••'•:•:•:•:•

9nJ

CL-ML

CL

_SZ_

CL

SM

CL

SP

1.0

5.5

6.5

8

9


^SILTY CLAY: Brown and gray silty clay with a trace ofsand and a trace of gravel, (fill?).


SILTY SAND: Gray silty fine to medium sand with a traceof gravel. Saturated.

SILTY CLAY: Gray silty clay with a trace of sand.\ /

SAND: Gray fine to medium sand with a trace of silt Wet


€ N V 1 RON650 Dundee Road, Suite 150Northbrook, Illinois 60062

PROJECT: Third SiteSITE LOCATION: Rte 421, Zionsville, IndianaJOB NO.: 21-6799DLOGGED BY: C. BonczkiewiczDATES DRILLED: 1 1/1 6/99



SURVEY LOCATION: N:921,229.24 E: 725,801.83 GROUND SURFACE ELEV ATION:877.67,-vs*TJ

Sssco

€~~>OHW

oU

S00

00H

0Cj

Opa

'E§;QE

SEHOH

Q

OOJ

S§o 00U00D

<G

KHOH

§0-

™-"

SOIL DESCRIPTION

0-4

4-8

8-12

17-1R

4

3

3

o oo.o

* Lab Sample

* Lab Sample

00.21.11.13.31.61.40.2

.20.200.20.80.50.200.805152233

0.2.1

0.20

02

v

-10-

1 C

•

-90-

-%-X-N~ ~ ~-X~_x _^-x:-\-\_x _\ _JX, _N 3

\— x~ \"_\ _X ->-\-\-Xx~ x~ N_\ _N _prgpryjf*y — » f~y —

OTy <Ofy <<y — ~<y -3fy IO7y

prgpry

-vx-N\-N:

CL-ML

^7

CL

SP

CL

SP

•J C

7

1 1

12


SILTY CLAY: Brown gray to gray silty clay with a trace ofsand with a trace of gravel and seams of silt.

GRAVEL AND SAND: Gray gravelly sand with a trace of*l* A +*>n f 1 4-, t- A O'1+T. A U. 1 fl C ft


SAND: Gray fine to coarse sand with a trace of silt and atrace of gravel, saturated.

END OF BORING: 1 6 feet




PROJECT: Third SiteSITE LOCATION: Rte 421, Zionsville, IndianaJOB NO.: 21-6799DLOGGED BY: c. BonczkiewiczDATES DRILLED: 11/16/99



0000

txLW

OU

oooo

00

O

EXa.

Pcu

fcWQ

OO

U

O

ooO00

43

OHW

P

O-PJ

SOIL DESCRIPTION

0-4

4-8

8-12

12-16

3.75

3

3.25

3.2

* Lab Sample

000000000

0000

1 10.50.20000

0000000

\J

-5 -

in

-15-

on

-_N~A-_>— ~\~— XT— \"x~ X~ \

~_N _X _"

-XT— X"-\

-Ex-x-S_N _\ _

-^x-\-\

-\s-V\

. . .

————.

-"\— X.-X

-N:-X-N-^x-\-^u^x-^-^

CL-ML

L/L

CL-ML

SPto SM

ML

SP

CL

3.254

5 C

9.25

10.75

1 Qlo

SILTY CLAY: Brown silty clay with a little sand and atrace of gravel. Gravel lense at 1. 1 ft. ^*

SILTY CLAY: Brown and gray silty clay (fill)\ /

SILTY CLAY: Gray silty clay with a little sand.\ /

SAND: Gray fine to coarse sand grading to silty fine tocoarse sand. Saturated.

SILT: Gray silt with a trace of clay and a trace of sand.Saturated.

\SAND: Gray fine to coarse sand with a trace of gray, , ^

SILTY CLAY: Gray silty clay with a trace of sand with siltpockets. Hard.

: END OF BORING: 1 6ft


PROJECT: Third SiteSITE LOCATION: Rte 421, Zionsville, IndianaJOB NO.: 21-6799DLOGGED BY: c. BonczkiewiczDATES DRILLED: 1 1/1 6/99




gj^t

@

00oo

04

8%0000

00HC— .

ouon

c.D.

pKMOH

1

fc

P

Oo~1

0t— HffiPH

O

00UD

S

OHWP

al

>_l

SOIL DESCRIPTION

0-4

4-8

8-12

12-16

3.75

2.75

3.5

4

* Lab Sample

0000000000000

0000000

b00000000

u

« _

Ifl-

-15-

.9n-

imill

- . _1_ . _L

re: m:

xp^Ix

CL-ML

CL

CDor

Ml

CL

SP

CL

m

A A OC

13.5


SILTY CLAY: Yellowish brown and gray to brownish graysilty clay with a little sand (fill).

SAND: Browish gray to dark gray fine to medium sandwith a trace of silt and gravel. Saturated below 6 ft.

CLAYEY SILT- Gray clayey silt, wet.

SAND' Gray fine sand with a trace of silt, saturated

SILTY CLAY: Gray silty clay with a little sand. Hard.



PROJECT: Third SiteSITE LOCATION: Rte 421, Zionsville, IndianaJOB NO.: 21-6799DLOGGED BY: c. BonczkiewiczDATES DRILLED: \\/\ 6/99




4?" — '5J£&

00oo

47s^

ou

00oo

Hg

O

On

1=CLCu

P

47

EOHWp

oouEOH

O

00U00

SEfcwPOHW

SOIL DESCRIPTION

0-4

4-8

8-12

12-16

4

4

3

3

0000000000000000000000

00000000

J -

s -

10-

15-

->n

-\-\-X-\-\-X

-N;-.\--NrCx-^•Z' HK •

•22 '—. •

W^

22—22—.

CL-ML

CL

ML

CL

SP

ML&SM

CDor

4

9.5

11.5

14

1fi

SILTY CLAY: Brown silty clay with a little sand and a *trace of gravel.

SILTY CLAY: Gray silty clay with a trace of sand and ai trace of gravel. ,

SANDY SILT: Gray sandy silt to silt with a little clay,moist to wet.

SILTY CLAY: Gray silty clay with a trace of sand withsand pockets.

\ /SAND: Gray fine to medium sand with a trace of gravel,wet.

SILT: Gray layers of silt, silty fine sand and clayey silt, <*„saturated.

SAND: Gray fine to medium sand, saturated.








<

OH

0000

4

c4W

OU§0000

00

0U

sCO

Q.O.

aOH

S

Egp

EOH

O

00U00

wPOHW

SOIL DESCRIPTION

0-4

4-8

8-12

19-1R

3.5

2

3.5

•5

* Lab Sample

0.20.22.20.80.80.20.2

0.20.2n 900

b000000

b000on

u -

-5 -

-10-

-13-

.90-

- -:x-.>-N;- -\-\-\-\-N;- -- -.\-v"-^-\-N- - -

-N;-_\-:S-N:- -

CL-ML

pi

_SZL

SP-sw

CL

SP

ML

SP

3.254.0

8.0

9.5

11.5

14.5

ifi n


SILTY CLAY: Gray silty clay with a trace of sand and atrace of gravel, gray.

\ /SAND: Fine to coarse sand, trace silt, trace gravel, darkgray to gray, saturated.

SILTY CLAY: Slightly organic, dark gray.

SAND: Gray fine to medium sand, trace silt and gravel,saturated.



PROJECT: Third SiteSITE LOCATION: Rte 421, Zionsville, IndianaJOB NO.: 21-6799DLOGGED BY: c. BonczkiewiczDATES DRILLED: 1 1/22/99


DRILLING CO.: Earth Exploration, Inc.RIG TYPE: CME 75 Drill RigMETHOD OF DRILLING: Hollow Stem AugersSAMPLING METHODS: Split SpoonHAMMER WT./DROP 180 Ib


47

*2

OHW

p;0000

47s_

0^W

ou

0000

00H

OU

0pa

a.acu

sEOHWP

Oou-<OH<J

O

00UooD

47

EHOHWP

tu

J

SOIL DESCRIPTION

0-2

2-4

4-6

6-8

8-10

10-12

12-14

14-16

16-18

18-20

20-22

22-24

?4-26£f^ &\J

1.5

0.75

1.5

1.7

1.1

1.3

1.3

1.1

1.9

1.5

1.5

0.7

1 7I.I

1 3

* Lab Sample

000-00-

0.100

b00

b0-000-

010

00

0000

00

b00-

00

000 8\J.\J

040 8191 w3fi

\j

-5 -

-10-

-15-

-20-

•_ _4,j

'

'

^ ~V" \T \_x _x _\— \— \_x _x _-s\-v\— xX~ NT \_X _X _

-X~— XT— X

-S:- -S-^x- \->-\-\-\-\-_x-_\~N\~— " C"— \_\r_x~_\_\ __\

-X-X^-N\— \~ v•_x-_x-_>

-XT-V— X_\ _N _

_1_ _1

-y— ~

-7- —

__ _

— —— —— —_\ _\ _

-\-N\-X

-\-x;-x;XT-V-x;- ~ ~._\-_x _XT— X~— XX~ X~ V

V V x :X~-X~-X\ X

. • - . - - • . • .

CL-ML

CL

SM

-S2L

CL

4*T

1°,1 %J

1RI O

oc£-\J

SILTY CLAY: Brown silty clay with a little sand and a ^trace of gravel. Silt seam at 3 ft. ^nn*

SILTY CLAY: Gray silty clay with a trace of sand and atrace of gravel. Organic odor noted between 6 ft and 12 ft.

^0

SILTY SAND: Gray silty fine to coarse sand with a trace ofsilt. Saturated. A seam of sandy silt was noted at 17.5 feet.

SILTY CLAY: Gray silty clay with a trace to a little sand.

CAXTr* /"• f A '*U *_ f *l* AoAiNU: oray tine to coarse sand witn a trace ot silt and atrace of gravel. Saturated. Fine sand seam at 33 ft.

SS I

NT

ER

VA

L (f

t)


1 SS

RE

CO

VE

RY

(ft;

BL

OW

CO

UN

TS

CL

QOH

g

E

P GRAP

HIC

LOG

00U00


1 L

AY

ER

DE

PTH

(ft)

SOIL DESCRIPTION

28-30

30-32

32-34

34-36

36-38

38-40

40-4?

1.8

1.5

1.2

1.5

1.7

0.5

1 5

* Lab Sample

* Lab Sample

141516

i8129418

112013-191001

0n

-

-30-

-15-

-An~

'.'.'.'.• •.. " . ' . " . " . ' .*• . ' . ' . • . • . • .. ' . • -• . • - • . •

— 22rr-222

^-^-•5.x-x;- - -iv- s-x;- :-

SP-SW

ML

CL

V7

40

SILT: Silt with a trace of clay and a trace of fine sandgrading to silty clay and a little sand, hard.

SANDY CLAY: Gray sandy clay with a little silt and atrace of gravel, hard.







gj<

oi,H

^0

g

%

OU§oo00

ooH

Ou

3P3

ex

POH

g

E

OHWP

aoCJEOH

O

00U00D

g

HWPOHa

J

SOIL DESCRIPTION

0-4

4-8

8-12

12-16

* Lab Sample

* Lab Sample

00000001000000

000000

b00000

V

-5 -

-10-

1 5-

•

.on

-N:- -\-\-x;-x-^x-\_\ _\ _x _x

•x-x-x-x:• • • — • •

\— \— \-\ \ N

- - -- - -

rr. '_!." ~- \— \— X

-^-^-N-s- --^-x

=c : ic :

CL-ML

sw

CL,

SM

CL

SM

CL

SP

ML

2 9«?

3

4

5.5

8

9 C

13

1^

SILTY CLAY: Brown silty clay with a little sand and a 'trace of gravel. Upper 3 inches is gravel from roadway. xw

SAND: Dark gray fine to coarse sand with a little graveland a trace of silt.

SANDY CLAY: Gray sandy clay with a little gravel and atrace of brick pieces.

!

SILTY SAND: Gray to light gray silty sand with a trace oflimestone gravel.

SILTY CLAY: Gray to light gray silty clay with a trace ofroots. Organic odor noticed. i

j

SILTY SAND: Gray silty fine to coarse sand with a trace of ifine to coarse gravel and a trace of clay. Saturated.

SILTY CLAY: Gray silty clay with a trace of sand and a ^Mtrace of gravel with small pockets of sand. Sandy seam at1 2.5 ft.

//

SAND: Gray fine to coarse sand with a trace of silt andgravel. Saturated.

/CLAYEY SILT: Gray clayey silt with a little fine sand witha trace of gravel. /


€ N VI R O N650 Dundee Road, Suite 150Northbrook, Illinois 60062



DRILLING CO.. Earth Exploration, Inc.RIG TYPE: Simco 2400 Direct PushMETHOD OF DRILLING: GeoprobeSAMPLING METHODS: MacrosamplerHAMMER WT./DROP


SS I

NT

ER

VA

L (

ft)

SS R

EC

OV

ER

Y (

ft)

BLO

W C

OU

NT

S

s~*

CLO.

g DEP

TH (

ft)

GR

APH

IC L

OG

CO1 LAY

ER D

EPT

H (

ft)

SOIL DESCRIPTION

. n

0-4

14-8

8-12

12-16

16-20

20-24

3

2.6

3.3

3.75

3.4

3

* Lab Sample

* Lab Sample

000000

b00000

b000000

b00000000

001.40.101.01019151112

-5 -

*;-15-

-20-

J

I-NX-NX-^kv-IS^CL-

-^ML— _

"1

ml

SM

_SZ_

SP

SM

1.5

5.5

20

SILTY CLAY: Brown silty clay with a little sand, a trace ofroots and a trace of gravel.

SILTY SAND: Brown silty fine to medium sand, wetGravely sand seam at 4.5 ft.

SAND: Gray fine to medium sand with a trace of silt and alittle fine gravel. Saturated.

SILTY SAND: Gray silty fine to medium sand with a traceof fine gravel, saturated.


€ N V 1 RON650 Dundee Road, Suite 150Northbrook, Illinois 60062

PROJECT: Third SiteSITE LOCATION: Rte 421, Zionsville, IndianaJOB NO.: 21-6799DLOGGED BY: c. BonczkiewiczDATES DRILLED: 1 1/23/99




x-^

<>wH£

00

S

f*wOutqPd00

00

OO

0CQ

Q.Q.

P

OH

g

Wp

8aEOH

P§O

00UooD

<G

EWPf ta>J

SOIL DESCRIPTION

0^

4-8

8-12

12-16

4

3

3.5

4

* Lab Sample

* Lab Sample

00000000000000

0000000

00000000

j

ifi-

1 C

•

-Xx-Xx-X

-X^-^\-X-\-\-x

-\-\-\-NT-XT-X-^X-Xr-X

"\~\-^>-\-\-X-\-\-\

-^- \-^-\-\-^>-\.~2\->

"N7~x:"x-\-\-X

-N;-S:-5

i

CL-ML

CL

CL

CL

SP

3

5

10

15

SILTY CLAY: Brown silty clay with a little fine sand with *a trace of gravel. ^^

SILTY CLAY: Gray and brown silty clay with a trace ofsand and small sand pockets.

SILTY CLAY: Gray silty clay with a trace of sand and atrace of gravel, loose. Organic odor below 8 ft. Sandy seamnoted at 9 ft. Saturated.

SILTY CLAY: Gray silty clay with a trace of sand and atrace of gravel.

_

SAND: Gray fine to medium sand, wet






DRILLING CO. : Earth Exploration, Inc.RIG TYPE: CME 75 Drill RigMETHOD OF DRILLING: Hollow Stem AugersSAMPLING METHODS: Split SpoonHAMMER WT./DROP 180 Ib


SS I

NT

ER

VA

L (

ft)

SS R

EC

OV

ER

Y (

ft)

BL

OW

CO

UN

TS

O.

Pt— IOH

g

OH

GR

APH

IC L

OG

coOCO

LA

YE

R D

EP

TH

(ft)

SOIL DESCRIPTION

i n

0-2

2-4

4-6

6-8

8-10

10-12

12-14

14-16

1.5

1.0

2.0

2.0

0.9

1.0

1.5

1.5

* Lab Sample

000

00

b00000.40.11.000

b0

b00

b000

C

-10-

1

-x-x-:>

-X~ X" X

-\-\-X

us

-x-x-

CL

SP

CL

CL

SM

CL

2.5

5

8

15

SILTY CLAY: Brown silty clay with a trace of sand androots.

\ /SAND: Gray gravelly sand with a little silt and a trace of

\ brick pieces, dry. ,

SILTY CLAY: Brown and dark gray silty clay and topsoilwith a trace of sand and gravel. Petroleum like odor at 4.25

\ ft (not enough soil to sample). ,

SILTY CLAY: Gray silty clay with a trace of sand with siltpockets (organic odor noted).

X. /

SILTY SAND: Gray silty sand with a little to a trace ofgravel, saturated. Seam of sandy clay at 12 ft and a seam offine to medium sand at 14.5 ft.

SILTY CLAY: Gray silty clay with a trace of sand, hard.





DRILLING CO.: Earth Exploration, Inc.RIG TYPE: CME 45 Skid RigMETHOD OF DRILLING: RotarySAMPLING METHODS: Split SpoonHAMMER WT./DROP 140 lb

SURVEY LOCATION: N:921,114.SO E:725,628.10 GROUND SURFACE ELEVATION:874.95 Pond Surface

g~

<

*6£_l

OO00

g"*

OHaoo3oo00

00H

OU

OJCQ

ysa.

HHOH

i§EfcuP

^ySo*OH

O

OOUoo•-1

BEfcWpOHW

^

^

SOIL DESCRIPTION

f \

7-9

9-11

11-13

13-15

15-171 \J~ 1 I

17-19

19-21

21-23

23-25

25-27

1.6

0.5

0.1

1.5

1.5

1.7

1.5

1.4

1.5

1,2,6,9

* Lab Sample

6,8,16,18

8,8,16

6,10,12,14

*5 7 7 7t/j / , I | /

3,3,5,5

3,4,4,5

3,3,4,4

2,3,3,4

2,3,3,4

00

0

:_0

--

u

-5 -

-10-

00 i0

0

nw00

-000

000

000

1 C-ID

-9O-~2*\J

•

•

1 -25-b00

-X-1-N

-NT-NT-X

N _ _ v _ _

-X-\-X-x -x:-x\ — \ — \-_x— _X _-"\-\-X

-Ssris-SCx-x>x;-X-LsHN-X-X-- -x-x;-

-NT-XT-XX _\ _/

— xr~— X"— x_x _X _-x\-\-X

_x\~\\_\- x-x;-x-"\-\-X-N:-x;-x-X-\-^X~ X~ X

_ _~-.-^~-^~-^\.-\- >

' . . . "_!_. . .

CL

CL

7

15

17

CL

26

POND '

SILTY CLAY: Grayish brown to gray silty clay with a littlesand with large pieces of gravel in sample at 9 ft. Poorrecovery between 9 ft and 13 ft, 2 inches of black muck atpond base.

•**

SANDY CLAY: Gray sandy clay with a little silt and atrace of fine gravel. Hard.

SILTY CLAY: Gray silty clay with a little to a trace ofsand and a trace of gravel.

,

SILTY SAND: Gray silty fine to medium sand with a traceof coarse sand and a trace of gravel. Saturated.

SS I

NT

ER

VA

L (f

t)

€ N VI RON650 Dundee Road, Suite 150Northbrook, Illinois 60062

1 SS

RE

CO

VE

RY

(ft

BL

OW

CO

UN

TS

1g..

aOH

<t?^^

EOHWP GR

APHI

C LO

G

00OCOD


LA

YE

R D

EPT

H (

ft)

SOIL DESCRIPTION

27-29

29-31

31-33

1.3

.8

1.3

8,13,13,13

* Lab Sample

8,10,13,14

16,16,13,19

6

.00

0

30- •_j_ — \ •_

^.-^SrS.-

^-^.-'S.-S.-

ix-^x-rs-ix-

SM

CL

31 SANDY CLAY: Gray sandy clay with a little silt and atrace of gravel. Dense.

END OF BORING: END OF BORING: 33 ft





DRILLING CO.: Earth Exploration, Inc.RIG TYPE: CME 45C Skid RigMETHOD OF DRILLING: RotarySAMPLING METHODS: Split SpoonHAMMER WT./DROP 140 lb

SURVEY LOCATION: N:921,192.0 E:725,678.8 GROUND SURFACE ELEVATION:875.95 Pond Surface

WH

00

OHW

Ou§cooo

coH

OU

3ffl

a.EX

Pt-HOH

O

O

U

O

COU00

HOHW

P

PHaSOIL DESCRIPTION

6-8

8-10

10-12

12-14

14-16

16-18

18-20

1.5

1.3

1.0

1.0

1.4

1.2

1.5

3,5,6

* Lab Sample

4,6,8,10

6,3,4,6

2,3,6,5

3,7,8,8

3,7,11,6

* Lab Sample

2,8,11,16

0.30.30.3

b00

00-

00-

000

000-000

V

-5 -i

-10-

i c

-

-20-

-\-\-X

-_\-.\-.>-\T~_\ __\

§11

-S -ik-S-\-\-X. . . _ _ . .

CL

SM

SP

sw

•1 O 7f\

14

1A

20

POND"***'

SILTY CLAY: Gray silty clay with a little sand and a traceof gravel.

^^SILTY SAND: Gray silty fine sand with a trace of clay.Saturated.

\ /C AXTTV 17" A' A '*U 4- f '1* A *m

SAND: Fine to coarse sand with a little gravel and a traceof silt


€ N VI R ON650 Dundee Road, Suite 150Northbrook, Illinois 60062





PJ

coCO

aoo%coco

OU

O

PQ

O.O.

ph—<OH

a§

oouEOH

O

COUCO

a

UJpw>

SOIL DESCRIPTION

10-12

12-14

14-16

16-18

18-20

20-22

22-24

0.9

0.8

1.3

2.0

1.3

0.9

1.3

2,1,0,0

1,2,1,2

2,2,3,4

* Lab Sample

4,5,8,8

7,8,11,13

* Lab Sample

0

00-**

_-_-

-

210-**

__**

"

u

-5 -

in

i s-

-25-

-\,-\,-^\ \ \"_X _X _•-\-\-XV V VX X N

X" XT X

X" V~ X_\ \. _— —

. . . — . .

. . . —. . —

\— \— v.X -X _

~^c^-^.r: j~-.,'. . .-(i?c i_. «J_^^,x.-i —

CL

SM

ML

SM

CL-ML

SP

GP

m

15

16.4

17.3

18.5

on

22

24

POND

SILTY CLAY: Gray silty clay with a little sand and a traceof gravel.

SILTY SAND: Gray silty fine sand with a trace of gravel.Saturated.

\ /SANDY SILT: Gray sandy silt with solvent type odor, wet.

/

SILTY SAND: Gray silty, fine to medium sand with a littlegravel and a trace of silt, odors and sheen noted.

/SILTY CLAY: Gray silty clay with a little sand. /

SAND: Gray fine to coarse sand with a trace gravel,saturated. /

/GRAVEL: Gray fine to coarse gravel with trace silt andtrace sand, saturated.

/FND OF RORTNfi- 74 frrt

** PID Malfunction




DRILLING CO.: Earth Exploration, Inc.RIG TYPE: CME 4SC Skid RigMETHOD OF DRILLING: RotarySAMPLING METHODS: Split SpoonHAMMER WT./DROP 140 |b


j

PHw

COCO

§

OUsCOCO

COH

OU

O

CQ

exn.

Z

EfcaP

OO„ jUsO-i

oCOOCO

D

EHOHWP

W

J

SOIL DESCRIPTION

17-19

19-21

21-23

23-25

25-27

1.6

1.25

1.3

1.3

0.8

8,11,12,10

* 1 U 0Lab bampie

10,12,12,11

10,11,12,13

15,13,20,20

13,14,16,11

* Lab Sample

0.20.2

0~

~

-

-

**

u

-5 -

-10-

-15-

-70-

-?S

. • . • . • . - . - . SP-sw

SP

17

25

£.1

POND \^*m

SAND: Gray fine to medium sand with a trace of silt.Drillers noted fine to medium gravel causing boreholecollapse. Four inches of black muck at base of pond.

SAND: Gray fine to coarse sand with some fine to coarsegravel Saturated



PROJECT. Third SiteSITE LOCATION: Rte 421, Zionsville, IndianaJOB NO.: 21-6799DLOGGED BY: C. BonczkiewiczDATES DRILLED: 12/01/99

GEOLOGIC DRILL LOGBOREHOLE NO.: 99 - TS - 24TOTAL DEPTH: 25.5 feet



/— s

^

>aH&

CO

*T>(4aOro

CO

CO

2

OU£0CO

a.a.

POH

S

HOHWP

OO

UT1sso CO

UCOP

o?

EHOH

P

W

Kj

SOIL DESCRIPTION

I

11 13.5-

15.5

155-175

17.5-1Q S

19.5-21.5

21 5-23 5

O •» K

9*5 5

.3

1 7

1.2

1.0

0 8

1 ^

10,4,4,3

57 109

6,9,8,10

8,12,10,12

* Lab Sample611 13 8

oc -14 -IK 10

-

*n0~_

0.202

-0

-

0~_

o—_

u

-5 -

-10-

1 C

.on-

•

'

•

-25-

.

SP

SP

-I-J C

1C) *

POND

SAND: Brownish gray to gray fine to medium sand with atrace of silt and a trace of gravel. Saturated. Three inches ofi i i . . J u

SAND: Gray fine to medium sand with a trace of silt.Gravel noted by drillers. Saturated. Silty clay lenses at 20 ftand 24 ft. Difficult sampling due to sand and gravel

END OF BORING: 25.5 feet



GEOLOGIC DRILL LOGBOREHOLE NO.: 99 - TS - 25TOTAL DEPTH: 22.5 feet

DRILLING CO. : Earth Exploration, Inc.RIG TYPE: CME 45C Skid RigMETHOD OF DRILLING: RotarySAMPLING METHODS: Split SpoonHAMMER WT./DROP 140 lb


^S

t*P-H

gCOCO

&>041

W

ou§COCO

COH

OuO

D.

HHOH

§

EHOHUP

O

O

UE

§o

COUCOp

*TEHOH

P,W

3

SOIL DESCRIPTION

8.5-10.5

10.5-12.5

12.5-14.5

14.5-16.5

16.5-18.5

18.5-20.5

20.5-22.5

1.3

2.0

1.3

1.3

0.8

1.0

1.3

0,0,1,2

3,3,4,7

2,2,3,3

3,7,8,10

* Lab Sample

7,12,18,21

12,13,12,11

10,12,13,5

**

**

**

**

**

**

**

u

-5 -

-10-

-15-

-20-

•

'

-\-\-\

-^-X-N-:\-:\-:>- - -- - --\-^-^>- -x-- - -

CL

SP

SP

8 K

14 5

1R ^

POND•W

SILTY CLAY: Grayish brown to gray silty clay with 1 inchsand seams at 9.5 ft, 1 1.3 ft and 13 ft. Eight inches of blackmuck at base of pond.

>«*'

SAND: Gray fine to coarse sand with a trace of silt and atrace of gravel. Saturated.

SAND: Gray fine to medium sand with a trace of coarsesand and gravel with a trace of silt, saturated.

END OF BORING: 22.5 feet

** PID Malfunction

A P P E N D I X G

Soil Analysis Results

VOLATILE ORGANIC COMPOUNDSSOIL ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANANovember - December 1999 TS-S1-2.5-3.5 TS-S1-6-7

Table G-lSummary of Soil VOC Results

TS-S2-6.5-7.5 TS-S2-13.5-14.5 TS-S2-13.5-14.5D TS-S2A-30.5-31.5 TS-S2A-32.5-33.5 TS-S3-4-5 TS-S3-8-9 TS-S4-7-8

Data Qualifiers:V - undetected at concentration reportedB • compound detected in laboratory blankJ - Uboaratory estimated valueD - result from diluted analysis

Note: Values from diluted analysis (D) are substituted where original test range was exceeded, E* indicates diluted results were less

1 OF 6

TS-S4-1H2

Date:Boring No.Depth (ft):

Volatile Organic Compounds-Soils

Concentrations in ug/kgBromomethaneVinyl chlorideChloroethaneMethylene chloride1 , 1 -Dichloroethene1 , 1 -DichloroethaneChloroform1,2-Dichloroethane1,1,1-TrichloroethaneCarbon tetrachlorideBromodtchloromethanecis-1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1,1,2-TrichIoroethaneBenzenetrans- 1 , 3-DichloropropeneBromoformTetrachloroethene1 , 1 ,2,2-TetrachloroethaneTolueneChlorobenezeneEthylbenzeneStyrene1 ,2-DichloropropaneChloromethaneCarbon disulfideAcetone4-Methyl-2-pentanone2-Hexanone2-Butanonetrans-1 ,2-Dichloroethenecis-l,2-DichloroetheneXylenes (total)

11/17/9999-TS-l2.5-3.5

8 U8 U8 U5 J

1 J

140

8 U

8 U490 J

8 U

8 U

8 U

14000 D

8 U

8 U

8 U

8 U

8 U

648 U1 J

8 U

1 J

8 U

8 U

8 U

8 U7JB8 U

8 U

8 U40

13000 D

5 J

11/17/99

99-TS-l6.0-7.0

8 U

4 J

8 U18 B

8 U

22

8 U

8 U

8 U8 U8 U

8 U

2 J

8 U8U1 J

8 U

8 U

8 U

8 U

2 J

8 U

8 U

8 U

8 U8 U8 U

36 B

8 U8 U

7 J

1632 D

8 U

11/17/99

99-TS-26.5-7.5

1 U2600 D

12 U

4258

1 J

2 J

12 U12 U

12 U

12 U

12 U

2512 U

12 U

12 U

12 U

12 U

8 J

12 U

930 DJ

12 U

22016 B

12 U

12 U

12 U

130 B

8 JB

11 JB

12 U

5634000 D

6100 D

11/17/99

99-TS-213.5-14.5

10 U7 J

10 U

245 J

10 U

1 J

10 U10 U

10 U

10 U

10 U

72000 D

10 U

10 U

3 J

10 U

10 U

10 U

10 U

10 U

1 JB

1 J

3 JB

10 U

10 U

1 J11 B

10 U

4 JB

10 U

308300 D

5 JB

11/17/99

99-TS-213.5-14.5Duplicate

9 U7 J

9 U315 J

9 U

1 J

9 U9 U9 U9 U9 U

62000 D

9 U9 U3 J

9 U9 U9 U9 U

11 B

9 U1 J

1 JB

9 U9 U9 U

17 B

9 U9 U

9 U23

6900 D

2 JB

11/23/99

99-TS-2A30.5-31.5

1800 U96 J

1800 U

46 J

1800 U

1800 U

3700

1800 U7200

980 J

1800 U

1800 U

520 J

1800 U

1800 U

1800 U

1800 U

1800 U

170 J

1800 U

1800 U

1800 U

1100 J

1800 U

1800 U

1800 U

1800 U

450 JB

1800 U

1800 U

2700

900 J

22000

2200

11/23/99

99-TS-2A32.5-33.5

1900 U1900 U

1900 U

1900 U

1900 U

4100

1900 U

1900 U4400

1900 U

1900 U

1900 U

860 J

1900 U

1900 U

1900 U

1900 U

1900 U

1900 U

1900 U

1900 U

1900 U

200 J

1900 U

1900 U

1900 U

1900 U

1800 JB

1900 U

1900 U

1900 U

930 J

22000

540 J

11/17/99

99-TS-34.0-5.0

10 U10 U10 U

3 J

10 U

10 U

34

10 U1310 U

10 U

10 U

2 J

10 U

10 U

10 U

10 U

10 U

4 J

10 U

1 J

10 U

10 U

10 U

10 U

10 U

3 J

47 B

10 U

10 U

7 J

2 J

2810 U

11/17/99

99-TS-38.0-9.0

8 U

710 DJ

19103 J

5200 D

8 U

2J118 U8 U

8 U

128 U

8 U

0.9 J

8 U

8 U

8 U8 U4 JB

2 JB

4 J

8 U

8 U

8 U

2 J27 B

8 U

8 U

5800 D

110 DJ

47000 D

12 B

11/17/99

99-TS-47.0-8.0

11 Un u11 U

30 B

11 U

55

11 U

11 U100

11 U

11 U

11 U

2 J

11 U

11 U

4 J

11 U

11 U

3 J

11 U

10 J

122 J

11 U

11 U

11 U

11 U

57 B

11 U

11 U

11 J

6 J

260 E

17 B

11/17/99

99-TS-411.0-12.0

8 U110 DJ

466 J

369900 D

8 U

8 U

8 U

8 U

8 U

8 U

3 J

8 U

8 U

8 U

8 U

8 U

8 U

8 U

2 J

8 U

8 U

8 U

8 U

8 U

5 J

21 B

8 U

8 U

8 U

940 DJ

62000 D

8 U

E N V I R O N1/18/00

VOLATILE ORGANIC COMPOUNDSSOIL ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANA


[Novemoer - uecemuer lyyy „ , -_Sample ID:


Volatile Organic Compounds- Soils

Concentrations in ug/kgBromomethaneVinyl chlorideChloroe thaneMethylene chloride1 , 1-Dichloroethene1 , 1-DichloroethaneChloroform

1,2-Dichloroethane1,1,1-TrichloroethaneCarbon tetrachlorideBromodichloromethanecis-1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1 , 1 ,2-TrichloroethaneBenzenetrans-1 ,3-DichloropropeneBromofonnTetrachloroethene1 , 1 ,2,2-TetrachloroethaneTolueneChlorobenezeneEthylbenzeneStyrene1 ,2-DichloropropaneChloromethaneCarbon disulfideAcetone4-Methyl-2-pentanone2-Hexanonc2-Butanonetrans-1 ,2-Dichloroethenecis-1 ,2-DichloroetheneXylenes (total)

TS-S5-5-6

11/16/9999-TS-55.0-6.0

11 U50

34

6 JB

2 J

250 E

11 U

11 U

11 U

11 U

11 U

11 U

10 J

11 U

11 U

3 J

11 U

11 U

11

11 U

260 E

10 JB

520 E

11 U

11 U

11 U

11 U

59 B

11 U

11 U

400 EB

160

1400 E

2100 EB

TS-S5-5-6RE

11/16/99

99-TS-S5.0-6.0

630 U

80 J

94 J

83 J

630 U

760

630 U

630 U630 U

630 U

630 U

630 U

630 U

630 U

630 U

630 U

630 U

630 U

630 U

630 U

800

510 J

2900

630 U

630 U

630 U

630 U

410 JB

630 U

630 U

48 J

470 J

2400

12000

TS-S5-9-10

11/16/99

99-TS-59.0-10.0

9 U962J

23 B

36

910 DJ

2J

2J

4200 D

9 U

9 U

9 U

29

9 U

6J

6J

9 U

9 U

9

9 U

34

1700 D

1100DJ

5 JB

9 U

9 U

4 J

42 B

9 U

9 U

9 U

130

16000 D

1000 DJ

TS-S5-10-11

11/16/99

99-TS-510.0-11.0

8 U

450 DJ

18

14 B

100

9000D

81)

1210

1 J8 U

8 U

520 DJ

8 U

8 U

2 J

8 U

8 U

4 J

8 U

130

2 JB

14

1 JB

8 U

8 U

13

11 B

7 J

8 U2800 EB

1300 DJ

130000 D

52 B

TS-S6-4.5-5.5

11/16/99

99-TS-64.5-5.5

8 U44

4 J

11 B

2 J

1500 DJ

8 U

8 U

1 J

8 U

8 U

8 U

17

8 U

8 U

2 J

8 U

8 U

11 DJ

8 U

14

28B

20

8 U

8 U

8 U1 J

59 B

8 U

8 U

8 U

91

18000 D

45 B

TS-S6-10-11

11/16/99

99-TS-610.0-11.0

9 U

16

1 J

6JB

9 U

32

9 U

9 U

0.8 J

9 U

9 U

9 U

24

9 U

9 U

9 U

9 U

9 U

9 U

9 U

2 J

0.8 JB

0.8 J

9 U

9 U

9 U1 J

14 B

9 U

9 U

9 U

18

290 D

1 JB

TS-S7-9-10

11/17/99

99-TS-79.0-10.0

8 U

39

8 U

16

8 U

2 J

8 U

8 U

8 U

8 U

8 U

8 U

4 J

8 U

8 U

6 J

8 U

8 U

2 J

8 U

17 B

8 U

3 J

8 U

8 U

1 J

8 U

27 B

8 U

8 U

8 U

3 J

51 D

8 JB

TS-S8-10.5-11.5

11/17/99

99-TS-810.5-11.5

8 U100

1 J14

1 J2 J

8 U

8 U8 U

8 U

8 U

8 U

8

8 U

8 U

1 J

8 U

8 U

8 U

8 U

10 B

8 U

2 J

8 U

8 U

8 U

8 U

24B

8 U

8 U9 B

6J

5800 D

21 B

TS-S9-10-11

11/16/99

99-TS-910.0-11.0

10 U

29

10 U

8 JB

2 J

160

10 U

10 U32

10 U

10 U

10 U

64

10 U

10 U

10 U

10 U

10 U

10 U

10 U

2 J

10 U

10 U

10 U

10 U

10 U

1 J20 B

10 U

10 U

10 U

36

11000 D

1 JB

TS-S10-9.5-10.5 TS-S10-9.5-10.5D

11/16/99

99-TS-109.5-10.5

l J3600 D

21

6JB

2 J

16000 D

9 U

4 J

9 U

9 U

9 U

9 U

9 U

9 U9 U

1 J

9 U

9 U

9 U

9 U

4 J

2 JB

1 J

5 JB

9 U

9 U

0.9 J

4 JB

2 J

4 J

9 U

10

36000 D

5 JB

11/16/99


9 U

4800 D

23

3 JB

2 J

23000 D

9 U

3 J

9 U

9 U

9 U

9 U

9 U

9 U9 U

9 U

9 U

9 U

9 U

9 U

3 J

9 U

9 U

9 U

9 U

9 U

9 U

6 JB

9 U

9 U6400 D

12

50000 D

9 U

Data Qualifiers:U - undetected at concentration reportedB - compound detected in laboratory blank

J - Laboaratory estimated valueD - result from diluted analysis

2 OF 6

E N V I R O N1/18/00

IP'S***

VOLATILE ORGANIC COMPOUNDSSOIL ANALYTICAL RESULTSTHIRD SITEZIONSVTLLE, INDIANANovember - December 1999

Sample ID:


TS-S10-12.5-I3.5 TS-S11-9-10 TS-S11-9-10RE TS-S12-12-13 TS-S12-12-13 TS-S13-10-11.5 TS-S14-1-2 TS-S15-28-29 TS-S15-40-41

Date: 11/16/99 11/16/99 11/16/99 11/16/99 11/16/99 11/16/99 11/16/99Boring No. 99-TS-10 99-TS-ll 99-TS-ll 99-TS-12 99-TS-12 99-TS-13 99-TS-14Depth (ft): 12.5-13.5 9.0-10.0 9.0-10.0 12.0-13.0 12.0-13.0 10-11.5 1.0-2.0

repeat repeat

11/22/9999-TS-1512.0-13.0

11/22/99 11/22/9999-TS-15 99-TS-1528.0-29.0 40-41


Concentrations in ug/kgBromomethaneVinyl chlorideChloroethaneMethylene chloride1 , 1 -Dichloroethene1,1-DichloroethaneChloroform1,2-Dichloroethane1,1,1 -TrichloroethaneCarbon tetrachlorideBromodichloromethanecis-1, 3-DichloropropeneTrichloroetheneDibromochloromethane1,1,2-TrichloroethaneBenzenetrans-1 ,3-DichloropropeneBromoformTetrachloroethene1 , 1 ,2,2-TetrachloroethaneTolueneChlorobenezeneEthylbenzeneStyrene1 ,2-DichloropropaneChloromethaneCarbon disulfideAcetone4-Methyl-2-pentanone2-Hexanone2-Butanonetrans- 1 ,2-Dichloroethenecis-1 ,2-DichloroetheneXylenes (total)

10 U180

3 J

1210 U

250 E«

10 U

10 U

10 U

10 U

10 U

10 U

3 J

10 U

10 U

2 J

10 U

10 U

10 U

10 U

5 JB

1 JB

1 J

10 U

10 U

10 U

2 J

16 B

4 JB

10 U

10 U

12680 EB*

2 JB

12 U

3 J

1822 B

2 J

1312 U

1312 U

12 U

12 U

12 U

12 U

12 U

12 U

3 J

12 U

12 U

12 U

12 U

6J6JB3 J

12 U

12 U

12 U

2726 B

12 U

12 U

12 B

4 J

1007 JB

11 U

11 U

9J24 B

11 U

1 J

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

1 J11 U

11 U

11 U

11 U

4 J

11 U

11 U

3 JB

11 U

11 U

10 J

75 B

11 U

11 U

1411 U

7 J

3 JB

8 U

6 J

1298 U

5 J

1 J

8 U

8 U8 U

8 U

8 U

2 J

8 U

1 J

2 J

8 U

8 U

8 U8 U

4 JB

8 U

1 J

8 U

8 U

1 J

2 J

19 B

8 U

2 JB

2 JB

1 J

24 B

3 JB

9 U4 J

106 JB

9 U3 J

9 U

9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U

9 U9 U1 J

9 U9 U9 U9 U91)9 U9 U

26 B

9 U2 J

9 U129 U

10 U

2 J

686 J

10 U

8 DJ

10 U

3 J

2 J

10 U

10 U

10 U

2 J

10 U

10 U

5 J

10 U

10 U

10 U

10 U

4 JB

2JB1 J

10 U

10 U

10 U

4 J

39 B

3 JB

10 U

6 JB

1514 B

4 JB

11 U

11 U

11 U

24 B

11 U

9 J

11 U

11 U

1311 U

11 U

11 U

220 D

11 U

11 U

11 U

11 U

11 U

5411 U

11 U

n i;11 U

11 U

11 U

11 U

11 U

4 JB

11 U

11 U

11 U

4 J

6511 U

8 U

1 J

8 U

4 JB

6 J

710 D

8 U

8 U

8 U

8 U

8 U

8 U

1108 U

8 U

8 U

8 U

8 U

688 U

2 J

8 U

138 U8 U

8 U2 J

11 B

8 U

8 U

8 U

11010000 D

32 B

8 U

985 J

19 B

7 J

2500 D

8 U

8 U

8 U

8 U

8 U

8 U

8 U

8 U

8 U

8 U

8 U

8 U

8 U

8 U

8 U

8 U

8 U

8 U

8 U

8 U

8 U

14 B

8 U

8 U

8 U

620 DJ

20000 D

8 U

11 U

11 U

11 U

10 JB

11 U

3 JB

11 U

11 U

11 U

11 U

11 I)

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

2 J

SOB11 U

11 U

11 U

1 J3011 U

Data Qualifiers:U - undetected at concentration reportedB - compound detected in laboratory blankJ - Laboaratory estimated valueD - result from diluted analysis

3 OF 6E N V I R O N

1/18/00

VOLATILE ORGANIC COMPOUNDSSOIL ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANANovember - December 1999


Sample ID: TS-S16-8.5-9.5 TS-S16-8.5-9.5RE TS-S16-13-14 TS-S17-17-18 TS-S17-21-22 TS-S18-5-« TS-S18-9-10 TS-S19-7-8 TS-S19-12-13 TS-S20--1-2

Date: 11/17/99 11/17/99 11/17/99 11/23/99Boring No. 99-TS-16 99-TS-16 99-TS-16 99-TS-17Depth (ft): 8.5-9.5 8.5-9.5 13-14 17-18

repeat

11/23/9999-TS-17

21-22

11/23/99 11/23/99 11/23/99 11/23/99 11/30/9999-TS-18 99-TS-18 99-TS-19 99-TS-19 99-TS-205.0-6.0 9.0-10.0 7.0-8.0 12.0-13.0 1.0-2.0


Concentrations in ug/kgBromomethaneVinyl chlorideChloroe thaneMethylene chloride1,1-Dichloroethene1 , 1-Dichloroe thaneChloroform1,2-Dichloroe thane1,1,1 -TrichloroethaneCarbon tetrachlorideBromodichloromethanecis-1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1 , 1 ,2-TrichloroethaneBenzenetrans-1 ,3-DichloropropeneBromofonnTetrachloroethene1 , 1 ,2,2-TetrachloroethaneTolueneChlorobenezeneEthylbenzeneStyrene1 ,2-DichloropropaneChloromethaneCarbon disulfideAcetone4-Methyl-2-pentanone2-Hexanone2-Butanonetrans- 1,2-Dichloroethenecis-1 ,2-DichloroetheneXylenes (total)

. 8 U

3 J

2 J6 J

8 U

3 J

8 U

8 U8 U8 U

8 U8 U3 J

8 U

8 U3 J

8 U8 U

8 U

8 U

3 JB

8 U

8 U

8 U

8 U

8 U

8 U

31 B

8 U

8 U

4 JB

8 U

11 B

1 J

8 U

2 J

1 J

12 B

8 U

3 J

8 U

8 U

8 U

8 U

8 U

8 U

8 U

8 U

8 U

1 J

8 U8 U

8 U

8 U

1 J

8 U

8 U

8 U

8 U

8 U

8 U44 B

8 U

8 U

8 U

8 U

4 J

8 U

9 U9 U9 U6 J

9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9U9 U9 U9 U9 U2 J9 U9 U9 U9 U9 U9 U7 JB

9 U9 U3J9 U2 J9 U

10 U

62219 J

10 U

100 •

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

3 J

10 U

10 U

10 U

10 U

2 JB

10 U

9310 U

10 U

10 U

2 J20 B

10 U

10 U

10 U

25670 E

320 E

7 U200E

99 B1 J

1500 D

7 U7 U7 U7 U7 U7 U7 U7 U7 U2 J7 U7 U

7 U7 U3 J

7 U7 U7 U7 U7 U2 J

47 B

7 U7 U

7 U61

13000 D

1 JB

1100 U

74 J

1100 U

100 J

1100U

1300

1100 U

1100 U

1100 U

1100 U

1100 U

1100 U

3700

1100U

1100 II

1100 U

1100 U

1100 U

590 J

1100 U

1100 U

61 J

120 J

1100 U

1100 U

1100 U

1100 U

310 JB

1100U

1100 U

1700

580 J

13000

630 J

11 U

393 J

5211 U

6 J

2 J

11 U

11 U

11 U

11 U

11 U

2 J

11 U

11 U

11 U

11 U

11 U

4 J

11 U

11 JB

11 U

11 U

11 U

11 U

11 U

2 J

73 B

11 U

11 U

2211 U

3411 U

610 U

41 J

610 U

65 J

610 U

180 J

610 U

610 U

610 U

610 U

610 U

610 U

610 U

610 U

610 U

610 U

610 U

610 U

610 U

610 U

610 U

610 U

32 J

610 U

610 U

610 U

29 J

250 JB

610 U

610 U

34 J

24 J

2200

48 J

9 U2J9 U

609 U3 J

2 J

9 U9 U9 U9 U9 U1 J

9 U9 U9 U9 U9 U3 J

9 U11 B

9 U9 U9 U

9 U9 U9 U

32 B

9 U9 U9 U9 U

201 JB

10 U

10 U

10 U

1910 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

17 B

10 U

10 U

10 U

10 U

10 U

0.2 J

Data Qualifiers:U - undetected at concentration reportedB - compound detected in laboratory blankJ - Laboantory estimated valueD - result from diluted analysis

4 OF 6

E N V I R O N1/18/00



Sample ID: TS-S20-22-23 TS-S21-0.5-1.5 TS-S2MO-11 TS-S21-10-11 RE TS-S22-7-8 TS-S22-10-11 TS-S23-0-I TS-S23-8-9 TS-S24-6-7 TS-S24-6-7 RE



Concentrations in ug/kgBromomethaneVinyl chlorideChloroe thaneMethylene chloride1,1-Dichloroethene1 , 1 -DichloroethaneChloroform1 ,2-Dichloroethane1,1,1-TrichloroethaneCarbon tetrachlorideBromodichloromethanecis-1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1 , 1 ,2-TrichloroethaneBenzenetrans-1, 3-DichloropropeneBromoformTetrachloroethene1 , 1 ,2,2-TetrachloroethaneTolueneChlorobenezeneEthylbenzeneStyrene1 ,2-DichloropropaneChloromethaneCarbon disulfideAcetone4-Methyl-2-pentanone2-Hexanone2-Butanonetrans-1 ,2-Dichloroethenecis-1 ,2-DichloroetheneXylenes (total)

11/30/9999-TS-20

22-23

8 U2 J8 U8 U8 U

728 U8 U

466J

8 U

81)28

8 U8 U8 U8 U8 U3 J8 U2 J8 U

708 U8 U8 U2 J7 JB8 U8 U8 U8 J

340 D70

11/30/9999-TS-210.5-1.5

0.7 J11 U11 U4 JB

11 U11 U

0.4 JB11 U11 U11 U

11 U11 U11 U11 U11 U11 U11 U11 U11 U11 U

1 JB0.3 JB0.4 JB0.3 JB

11 U11 U

0.5 JB6 JB

11 U11 U11 U11 U11 U

1 JB

11/30/9999-TS-2110.0-11.0


0.7 J11 U11 U11 U11 U11 U11 U28 B11 U11 U11 U11 U11 U

0.3 J

11/30/9999-TS-2110.0-11.0

0.6 J11 U11 U8 JB

11 U11 U

0.5 JB11 U11 U11 U

11 U11 U11 U11 U11 U11 U11 U11 U11 U11 U2 JB

0.3 JB0.2 JB0.3 JB11 U11 U

0.5 JB41 B11 U11 U11 U11 U11 U

1 JB

12/2/9999-TS-227.0-8.0

11 U1 J

11 U11 U11 U2611 U

0.2 J49000 D

11 U

11 U

11 U350000 D

11 U11 U11 U11 U11 U

330000 D11 U

2900 DBJ11 U

87000 D11 U11 U11 U

1 J17 B11 U11 U11 U

1 J22000 DJ

410000 D

12/2/9999-TS-2210.0-11.0

11 U2 J

11 U1411 U5 J

11 U11 U

1 J11 U

11 U

11 U3211 U11 U11 U11 U11 U9 J

11 U2 J

11 U3 J

0.2 J11 U11 U11 U4 J

11 U11 U11 U

0.7 J2711 U

12/1/9999-TS-23

0-1

12 U12 U12 U2412 U12 U12 U12 U12 U12 U

12 U12 U12 U12 U12 U12 U12 U12 U12 U12 U12 U12 U12 U12 U12 U12 U12 U49 B12 U12 U12 U12 U12 U12 U

12/1/9999-TS-238.0-9.0

10 U10 U10 U1310 U10 U10 U10 U10 U10 U


12/1/9999-TS-246.0-7.0

11 U11 U11 U8 J

11 U11 U11 U11 U11 U11 U


12/1/9999-TS-246.0-7.0

11 U11 U11 U1411 U11 U11 U11 U11 U11 U

11 U11 U11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

2 J

11 U

11 U

11 U

11 U

11 U

11 U

3 J

11 U

11 U

11 U

11 U

11 U

11 U

Data Qualifiers:U - undetected at concentration reportedB - compound detected in laboratory blankJ - Laboaratory estimated valueD - result from diluted analysis

5 OF 6

E N V I R O N1/18/00



Sample ID: TS-S24-10-11 TS-S24-10-11 RE TS-S25-5-6 TS-S25-5-6 RE TS-S25-5-7 TS-S25-12-13 TS-S25-12-13 RE



Concentrations in ug/kgBromomethaneVinyl chlorideChloroe thaneMethylene chloride1,1-Dichloroethene1 , 1-DichloroethaneChloroform1,2-Dichloroethane1,1,1-Trichloroethane

Carbon tetrachlorideBromodichloromethanecis-1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1,1,2-TrichloroethaneBenzenetrans-1 ,3-DichloropropeneBromoformTetrachloroethene1 , 1 ,2,2-TetrachloroethaneTolueneChlorobenezeneEthylbenzeneStyrene1 ,2-DichloropropaneChloromethaneCarbon disulfideAcetone4-Methyl-2-pentanone2-Hexanone2-Butanonetrans-1 ,2-Dichloroethenecis- 1 ,2-DichloroetheneXylenes (total)

12/1/9999-TS-2410.0-11.0

9 U9 U9 U9 U9 U9 U9 U9 U

9 U

9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U4 JB9 U9 U9 U9 U9 U9 U

12/1/9999-TS-2410.0-11.0

11 U11 U11 U11 U11 U11 U11 U11 U

11 U

11 U11 UII U11 U11 Un u11 U11 U11 U11 U11 U11 U11 U11 U11 U11 U11 U11 U3 J

11 U11 U11 U11 U11 U11 U

12/2/9999-TS-255.0 - 6.0

10 U10 U10 U10 U10 U10 U10 U10 U

2 J

10 U10 U10 U9310 U10 U10 U10 U10 U

270 E10 U3 J

10 U100

10 U10 U10 U10 U7 JB

10 U10 U10 U10 U10 U

490 E

12/2/9999-TS-255.0-6.0

11 U11 UII U1211 U11 U11 U11 U

11 U

11 U11 U11 U11 U11 U11 U

1 JB11 U11 U11 U11 U11 U11 U11 U11 U11 U11 U11 U2 J

11 U11 U11 U11 U11 U11 U

12/2/9999-TS-256.0-7.0

11 U

4 J

11 U

17

11 U

0.2 J

11 U

11 U

I 1 U

11 U

11 U11 U2 J

11 U11 U11 U11 U11 U

0.6 J11 U

0.9 JII U

0.3 J11 U11 U11 U11 U11 U11 U11 U11 U11 U2 J

11 U

12/2/9999-TS-2512.0-13.0

9 U5 J9 U9 U9 U9 U9 U9 U

9 U

9 U9 U9 U9 U9 U91)9 U9 U9 U2J9 U9 U9 U91)9 U9 U91)91)7 JB9 U9 U9 U9 U9 U4 J

12/2/9999-TS-2512.0-13.0

11 U11 U11 U7 J

11 U11 U11 U11 U

11 U

11 U11 U11 U1 J

11 U11 U

1 JB11 U11 U11 U11 U11 U11 U11 U11 U11 U11 U11 U11 U11 U11 U11 U11 U

1 J11 U

Data Qualifiers:U - undetected at concentration reportedB - compound detected In laboratory blankJ - Laboaratory estimated valueD - result from diluted analysis

6 OF 6

E N V I R O N1/18/00

SEMIVOLATILE ORGANIC COMPOUNDSSOIL ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANANovember - December 1999

Table G-2Summary of Soil SVOC Analysis Results

Sample ID: TS-Sl-6-7 TS-S2-6.5-7.5 TS-S2-13.5-14.5 TS-S2-I3.5-14.5D TS-S2A-30.5-31.5 TS-S2A-32.5-33.5 TS-S3-4-5 TS-S3-8-9


SemivolatUe Organic Compounds-Soils

Concentrations in ug/kgPhenolbis(2-Chloroethyl)ether2-Chlorophenol1 ,3-Dichlorobenzene1 ,4-Dichlorobenzene1 ,2-Dichlorobenzene2-Methylphenol2,2'-oxybis4-MethyphenolN-nitroso-di-N-propylamineHexachloroe thaneNitrobenzeneIsophorone2-Nitrophenol2,4-Dimethylphenolbis(2-Chloroethoxy)methane2,4-Dichlorophenol1 ,2,4-TrichlorobenzeneNaphthalene4-ChloroanilineHexachlorobutadiene4-Chloro-3-methylphenoi2-MethylnapthaleneHexachlorocyclopentadiene2,4,6-Trichlorophenol2,4,5-Trichlorophenol2-Chloronaphthalene2-NitroanilineDimethyl phthalate2,6-DinitrotolueneAcenaphthylene3-NitroanilineAcenaphthene2,4-Dinitrophenol4-NitrophenoI2,4-DinitrotolueneDibenzofuranDiediylphthalate4-Chloropheylphenyl etherFluorene4-Nitroaniline4,6-Dinitro-2-methylphenolN-Niirosodiphenylamine4-Bromophenylphenyl etherHexachlorobenzenePentachlorophenolPhenanthreneAnthraceneCarbazoledi-n-Butyl phthalateFluoranthenePyreneButylbenzylphthalate3,3'-Dichlorobenzidinebis(2-Ethylhexyl)phthalateBenzo(a)anthraceneChrysenedi-n-Octyl phthalateBenzo(b)fluorantneneBenzoQOfluorantheneBenzo(a)pyreneIndencK 1 ,2,3-cd)pyreneDibenz(a,h)anthraceneBenzo(g,h,i)perylene

11/17/9999-TS-l2.5-3.5

360 U360 U360 U360 U360 U360 U360 U360 U

360 U

360 U

360 U

360 U

360 U

360 U360 U360 U

360 U

360 U

360 U

360 U

360 U

360 U360 U

360 U360 U360 U360 U720 U360 U360 U360 U720 U360 U

720 U720 U

360 U

360 U

360 U

360 U

360 U720 U720 U360 U360 U360 U720U360 U360 U360 U360 U360 U

360 U

360 U

360 U360 U360 U360 U360 U360 U360 U360 U360 U360 U360 U

11/17/9999-TS-l6.0-7.0

360 U360 U360 U360 U360 U360 U360 U360 U

360 U

360 U360 U

360 U360 U360 U360 U360 U360 U360 U360 U

360 U360 U

360 U

360 U

360 U

360 U

360 U360 U

720 U

360 U

360 U

360 U

720 U

360 U

720U

720 U

360 U

360 U

360 U360 U

360 U

720 U

720 U

360 U

360 U360 U720 U360 U360 U360 U360 U360 U360 U360 U360 U

140 J

360 U360 U330 J360 U360 U360 U360 U360 U360 U

11/17/9999-TS-26.5-7.5

430 U

430 U430 U

430 U

430 U

430 U

430 U

430 U

430 U

430 U

430 U

430 U

430 U

430 U

430 U430 U

430 U

430 U

430 U

430 U

430 U

430 U

430 U

430 U

430 U

430 U

430 U

860 U430 U

430 U430 U860 U430 U

860 U860 U

430 U

430 U

430 U

430 U

430 U

860 U

860 U

430 U

430 U430 U860 U430 U430 U430 U

430 U

430 U

430 U

430 U

430 U

76 J

430 U

430 U

no j430 U

430 U430 U430 U430 U

430 U

11/17/9999-TS-213.5-14.5

390 U390 U390 U

390 U390 U390 U390 U

390 U390 U390 U390 U390 U390 U390 U390 U390 U390 U390 U390 U

390 U390 U390 U390 U390 U390 U390 U390 U

780 U

390 U390 U390 U780 U390 U

780 U780 U

390 U390 U

390 U

390 U390 U780 U780 U390 U390 V390 U780 U390 U390 U390 U390 U390 U390 U390 U390 U100 J390 U390 U180 J390 U390 U390 U390 U390 U390 U

11/17/9999-TS-213.5-14.5Duplicate

390 U390 U390 U390 U390 U390 U

390 U

390 U

390 U

390 U

390 U

390 U

390 U390 U390 U390 U

390 U

390 U

390 U

390 U

390 U

390 U

390 U

390 U

390 U

390 U

390 U

780 U

390 U

390 U

390 U

780 U

390 U

780 U

780 U

390 U

390 U

390 U

390 U

390 U780 U780 U390 U390 U

390 U780 U390 U390 U390 U390 U390 U390 U390 U390 U93 J

390 U390 U320 J390 U390 U390 U390 U390 U390 U

11/23/9999-TS-2A30.5-31.5

350 U350 U350 U350 U350 U200 J350 U350 U350 U

350 U350 U350 U350 U350 U350 U350 U350 U350 U350 U

350 U350 U

350 U350 U

350 U350 U350 U350 U710 U350 U

350 U350 U710 U

350 U

710 U

710 U

350 U

350 U

350 U

350 U

350 U

710 U

710 U

350 U350 V350 U710 U350 U350 U350 U350 U350 U350 U350 U350 U220 J350 U350 U350 U350 U350 U350 U350 U350 U350 U

11/23/9999-TS-2A32.5-33.5

370 U370 U

370 U

370 U

370 U

72 J

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

740 U

370 U

370 U

370 U

740 U

370 U

740 U

740 U

370 U

370 U

370 U

370 U

370 U

740 U

740 U

370 U

370 U

370 U740 U370 U370 U370 U370 U370 U370 U370 U

370 U

76 J370 U370 U370 U370 U370 U370 U370 U370 U370 IS

11/17/9999-TS-34.0-5.0

410 U

410 U

410 U

410 U

410 U

510

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

810 U

410 U

410 U

410 U

810 U

410 U

810 U

810 U410 U410 U

410 U

410 U

410 U

810 U

810 U

410 U

410 U410 U810 U410 U410 U410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

11/17/99

99-TS-38.0-9.0

370 U

370 U

370 U

370 U

30 J

3800

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U370 U

370 U370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

730 U

370 U370 U370 U730 U370 U

730 U

730 U

370 U

370 U

370 U

370 U

370 U

730 U

730 U

370 U

370 U

370 U

730 U370 U370 U370 U370 U370 U

370 U370 U370 U60 J

370 U370 U

86 J370 U370 U370 U370 U370 U

370 U

Data Qualifiers:U - undetected at concentration reportedB - compound noted in laboratory blankJ - laboratory estimated valueD - result from diluted analysis 10F6

E N V I R O N1/18/00

]

j

SEMIVOLATILE ORGANIC COMPOUNDSSOIL ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANANovember - December 1999

Sample ID: TS-w-7-8


rS-S4.|l-12 TS-S5-M TS-S5-MDL TS-S5-9-K TS-S5-9-10DL TS-S5-10-11 TS^M.5-5.5 TS-SWO-11


SemivolatUe Organic Compounds-SoUs

Concentrations in ug/kgPhenolbis(2-Chloroethyl)ether2-Chlorophenol1 ,3-Dichiorobenzene1 ,4-Dichlorobenzene1 ,2-Dichlorobenzene2-MethyIphenol2,2'-oxybis4-MethyphenolN-nitroso-di-N-propylamineHexachloroe thaneNitrobenzeneIsophorone2-Nitrophenol2,4-Dimethylphenolbis(2-Chloroethoxy)methane2,4-Dichlorophenol1 ,2,4-TrichlorobenzeneNaphthalene4-ChloroanilineHexachlorobutadiene4-Chloro-3-methylphenol2-MethylnapthaleneHexachlorocyclopentadiene2,4,6-Trichlorophenol2,4,5-Trichlorophenol2-Chloronaphtnalene2-NitroanilineDimethyl phthalate2,6-DinitrotolueneAcenaphthylene3-NitroanilineAcenaphthene2,4-Dinitrophenol4-Nitropbenol2,4-DinitrotolueneDibenzofuranDiethylphthalate4-Chloropheylphenyl etherFluorene4-Nitroam'Iine4.6-Dinitro-2-methylphenoIN-Nitrosodiphenylamine4-Bromophenylphenyl etherHexachlorobenzenePentachlorophenolPhenanthreneAnthraceneCarbazoledi-n-Butyl phthalateFluoranthenePyreneButylbenzylphthalate3,3'-Dichlorobenzidinebis(2-EthyIhexyl)phthalateBenzo(a)anthraceneChrysenedi-n-Octyl phthalateBenzo(b)fluorantheneBenzo(k)fluorantheneBenzo(a)pyreneIndenoC 1 ,2,3-cd)pyreneDibenz(a,h)anthraceneBenzo(g,h,i)nerylene

11/17/9999-TS-47.0-8.0

380 U380 U

380 U

380 V

72 J

2600

380 U

380U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

760 U

380 U

380 U

380 U

760 U

380 U

760 U

760 U

380 U

380 U

380 U

380 U

380 U

760 U

760 U

380 U

380 U

380 U

760 U

380 U

380U

380 I)

380 U

380 U

380 U

380 U

380 U

94J380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

11/17/99

99-TS-4

11.0-12.0

1300

360 U

360 U

360 U

360 U

360 U

360 U

360 U

360 U

360 U

360 U360 U

360 U

360 U

360 U

360 U

360 U

360 U

360 U

360 U360 U

360 U

360 U

360 U

360 U

360 U

360 U

720U

360 U

360 U

360 U

720U360 U

720 U

720U

360 U

360 U360 U

360U

360 U

720 U

720U360 U

360 U

360 V

720U

360 U

360 U

360 U

360 U

360 U

360U

360 U

360 U

560360 U

360 U

54J360 U

360 U

360U

360 U

360 U

360 U

11/16/99

99-TS-5

5.0-6.0

420 U

420 U

420 U

420 U

200 J

19000 E

420 U

420 V

240 J

420 U

420 U

420 U

420 U

420 U

420 U

420 U

420 U

38 j

31 I

420 U

420 U

420 U

53 J

420 U

420 U

420 U

420 U

840 U

420 U

420 U

420 U

840 U

420 U

840 U840 U

420 U

420 U

420 U

420 U

420 U

840 U

840 U

420 U

420 U

420 V

840 U

17 J

420 U

420 U

420 U

420 U

420 U

420 U

420 U

3100 B

42 J

44J

420 U

130 J

67 J

160 J

160 J

250J

230 J

11/16/99

99-TS-5

5.0-6.0

2100 U

2100 U

2100 U

2100 V

2100 U

25000D

2100 U

2100 U

2100 0

2100 U

2100 U

2100 U

2100 U

2100 U

2100 U

2100 U

2100 U

2100 U

2100 U

2100 U

2100 U

2100 U

2100 U

2100 U

2100 U

2100 U

2100 U

4200 U

2100 U

2100 U

2100 U

4200 U

2100 U

4200 U

4200 U

2100 U

2100 U

2100 U

2100 U

2100 U

4200 U

4200 U

2100 U

2100 U

2100 U

4200 U

2100 U

2100 U

2100 U

2100 U

2100 U

2100 U

2100 U

2100 U

880 DJB

2100 U

2100 U

2100 U

2100 U

2100 U

2100 U

2100 U

2100 U

2100 U

11/16/99

99-TS-5

9.0-10.0

370 U

370 U

370 U

370 U

290 J

19000 E

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

29 J

370 U

370 U

370 U

370 U

46 J

370 U

370 U

370 U

370 U

740 U

370 U

370 U

370 U

740 U

370 U

740 U

740 U

370 U

370 U

370 U

370 U

370 U

740 V

740 U

370 U

370 U

370 U

740 U

370 U

370 U

370 If

370 U

370 U

370 U

370 U

370 U

280 JB

370 U

370 U

370 U

29 J

26J32 J

45 J

75 J

59 J

11/16/99

99-TS-5

9.0-10.0

1800 U

1800 U

1800 U

1800 U

1800 U

29000 D

1800 U

1800 U

1800 U

1800 U

1800 U

1800 U

1800 U

1800 U

1800 U

1800 U

1800 U

1800 U

1800 U

1800 U

1800 U

1800 U1800 U

1800 U

1800 U

1800 U

1800 U

3700 U

1800 U

1800 U

1800 U

3700 U

1800 U

3700 U

3700U

1800 U

1800 U

1800 U

1800 U

1800 U

3700 U

3700 U

1800 U

1800 U

1800 U

3700 U

1800 U

1800 U

1800 U

1800 U

1800 U

1800 U

1800 U

1800 U

170 DJB

1800 U

1800 U

1800 U

1800 U

1800 U

1800 V

1800 U

1800 U

1800 U

11/16799

99-TS-510.0-11.0

2200

370 U

370 U

370 U

370 U

2301

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

740 U

370 U

370 U

370 U

740 U

370 U

740 U

740 U

370 U

370 U

370 U

370 U

370 U

740 U

740 U

370 U

370 U

370 U

740 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

700 B

46 J

28J370 U

64 J

38 J

53 J

74 J

130 J

100 J

11/16/99

99-TS-6

4.5-5.5

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380U

380 U

380U

380 U

380U380 U

380 U

380 U

380 U

380 U

380 U380 U

380 U380 U

380 U

380 U

3 SOU

380 U

750 U

380 U

380 U

380 U

750 U

380 U

750 U

750 U

380 U

380 U

380 U

380 U

380 U

750 U

750 U

380 U

380 U

380 U

750 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

5200 B

39 J

34J380 U

100 J

48J74 J

95 J

120 J

140 J

11/16/99

99-TS-6

10.0-11.0

380 U

380 U

380 U

380 U

380 U

1900

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

760 U

380 U

380 U

380 U

760 U

380 U

760 U

760 U

380 U

380 U

380 U

380 U

380 U

760 U

760 U

380 U

380 U

380 V

760 U

380 U

380 U

380 V

380 U

380 U

380 U

380 V

380 U

220 JB

380 U

380U

380 U

380 U

380 U

49 J

380 U

37 J

28 J

Data Qualifiers:U - undetected at concentration reportedB - compound noted in laboratory blankJ - laboratory estimated valueD - result from diluted analysis 2OF6

E N V I R O N1/1 SAX)

]

J

SEMJVOLATILE ORGANIC COMPOUNDSSOIL ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANANovember - December 1999


Sample ID: TS-S7-9-10 TS-S8-I0.5-11 5 TS-S10-9.5-10.5 TS-S10-9.5-10.5D TS-S10-12.5-13.5 TS-S11-9-10 TS-S12-12-13 TS-S13-10-11.5



Concentrations in ug/kgPhenolbis(2-Chloroethyl)ether2-Chlorophenol1 ,3-Dichlorobenzene1 ,4-Dichlorobenzene1 ,2-Dichlorobenzene2-Methylphenol2,2'-oxybis4-MethyphenolN-nitroso-di-N-propylamineHexachloroe thaneNitrobenzeneIsophorone2-Nitrophenol2,4-Dimethylphenolbis(2-Chloroethoxy)raethane2,4-Dichlorophenol1 ,2,4-TrichlorobenzeneNaphthalene4-ChloroanilineHexachlorobutadiene4-Chloro-3-methylphenol2-MethylnapthaleneHexachlorocyclopentadiene2,4,6-Trichlorophenol2,4,5-Trichlorophenol2-Chloronaphthalene2-NitroanilineDimethyl phthalate2,6-DinitrotolueneAcenaphthylene3-NttroanilineAcenaphthene2,4-Dinitropbenol4-Nitrophenol2,4-DinitrotolueneDibenzofuranDiethylphthalate4-ChIoropbeylphenyI etherFluorene4-NitroaniIine4,6-Dinitro-2-methylphenolN-Nitrosodiphenylamine4-Bromonhenylphenyl etherHexachlorobenzenePentachlorophenolPhenanthreneAnthraceneCarbazoledi-n-Buryl phthalateFluoranthenePyreneButylbenzylphthalate3,3'-DichlorobenzidinebisX2-Ethylhexyl)phthalateBenzo(a)anthraceneChrysenedi-n-Octyl phthalateBenzo(b)fluorantheneBenzo(k)fluorantheneBenzo(a)pyreneIndeno(l,2,3-cd)pyreneDibenz(a,h)anthraceneBenzo(g,h,i)perylene

11/17/9999-TS-79.0-10.0

390 U390 U

390 U

390 U

390 U

390 U

390 U

390 U

390 U

. 390 U

390 U

390 U

390 U

390 U

390 U

390 U

390 U

390 U

390 U

390 U

390 V

390 U

390 U

390 U

390 U

390 U

390 U

780 U

390 U

390 U

390 U

780 U

390 U

780 U

780 U

390 U

390 U

390 U

390 U

390 U

780 U

780 U

390 U

390 U

390 U

780 U

390 U

390 U

390 U

390 U

390 U

390 U

390 U

390 U

42 J

390 U

390 U

390 U

390 U

390 U

390 U

390 U

390 U

390 U

11/17/99

99-TS-8

10.5-11.5

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

740 U

370 U

370 U

370 U

740 U

370 U

740 U

740 U

370 U

370 U

370 U

370 U

370 U

740 U

740 U

370 U

370 U

370 U

740 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

130 J

370 U

370 U

33 J

370 U

370 U

370 U

370 U

370 U

370 U

11/16/9999-TS-910.0-11.0

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U380 U

380 U

380 U

380 U

760 U

380 U

380 U

380 U760 U

380 U

760 U

760 U

380 U

380 U

380 U

380 U

380 U

760 U

760 U

380 U

380 U

380 U

760 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

320 JB

380 U

25 J

380 U

380 U

380 U

21 J

380 U

380 U

380 U

11/16799

99-TS-10

9.5-10.5

380 U

380 U

380 U

380 U

380 U

380 U

380U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

750 U

380 U

380 U

380 U

750 U

380 U

750 U

750 U

380 U

380 U

380 U

380 U

380 U

750 U

750 U

380 U

380 U

380 U

750 U

380 U

380 U

380 U

38QU

380 U

380 U

380 U

380 U

1500 B

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

11/16/99

99-TS-10

9.5-10.5

Duplicate

370 U

370 U

37011

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U370 U

370 U

370 U

370 U370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

750 U

370 U

370 U

370 U750 U

370 U

750 U

750 U

370 U

370 U

370 U

370 U

370 U

750 U

750 U

370 U370 U

370 U

750 U

370 U

370 U

370 U370 U

370 U

370 U

370 U

370 U

220 JB

370 U

370 U

370 U

370 U

370 U

370 U

15 J

32 J

22 J

11/16/99

99-TS-1012.5-13.5

400 U400 U400U400 U

400 U

400 U

400 U

400 U

400U400 U

400 U

400 U

400 U

400 U

400 U

400U

400 U

400U

400U

400U

400U

400U

400 U

400U

400 U

400 U

400U800 U

400 U

400 U

400 U

800 U

400 U

800 U

800 U

400U

400U

400U400U

400 U

800 U

800 U

400 U

400U

400U

800 U

400U

400 U

400 U

400 U

400 U

400 U

400 U

400 U

120 JB

400 U

400 U

400U

400 U

400 U

400 U

40011

400U

400 U

11/16/99

99-TS-ll9.0-10.0

440 U

440U

440U

440U

440 U

440 U

440 U

440 U

440 U

440 U

440 U

440 U

440U

440U

440U

440U

440U

440 U

440 U

440 U

440 U

440 U

440U

440U

440U

440 U

440 U

880 U

440 U

440U

440U

880 U

440 U

880 U

880 U

440 U

440U

440 U

440U

440 U

880 U

880 U

440 U

440 U

440 U

880 U

440 U

440 U

440U

440U

440U

440 U

440 U

440U

120 JB

440 U

440 U

440 U

440 U

440 U

440 U

4401)

440 U

41 J

11/16/99

99-TS-1212.0-13.0

380 U380 U380 U380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

760 U

380 U

380 U

380 U

760 U

380 U

760 U

760 U

380 U

380 U

380 U

380 U

380 U

760 U

760 U

380 U

380 U

380 U

760 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

250 JB

380 U

380 U

380 U

380 U

380 U

380 U

380 U

24 J

19 J

11/16/9999-TS-13

10-11.5

410 U

410 U410 U

410 U

410 U

1900

410 U

410 U

410 U

410 U

410 U

410 U

410 U410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

810 U

410 U

410 U

410 U

810 U

410 U

810 U

810 U

410 U

410 U

410 U

410 U

410 U

810 U

810 U

410 U

410 U

410 U

810 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

180 JB

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

Data Qualifiers:U - undetected at concentration reportedB - compound noted in laboratory blankJ - laboratory estimated valueD - result from diluted analysts 30F6

ENVIRON1/18/00

SEMTVOLATILE ORGANIC COMPOUNDSSOIL ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANANovember - December 1999

Sample ID: TS-SI4-1-2


TS-S15-I2-13 TS-S15-12-13DL TS-S15-28-29 TS-SIM.5-9.5 TSJ17-17-18 TSJ17-21-22



Concentrations in ug/kgPhenolbis(2-Chloroethyl)ether2-ChlorophenoI1 ,3-Dichlorobenzene1 ,4-Dichlorobenzene1 ,2-Dichlorobenzene2-Methylphenol2,2'-oxybis4-MethyphenolN-nitroso-di-N-propylaniineHexachloroethaneNitrobenzeneIsophorone2-Nitropbenol2,4-Dimethylphenolbis(2-Chioroecnoxy)meChane2,4-Dichlorophenol1 ,2,4-TrichlorobenzeneNaphthalene4-ChloroanilineHexachlorobutadiene4-Chloro-3-methylphenol2-MethylnapthaleneHexachlorocyclopentadiene2,4,6-Trichlorophenol2,4,5-Trichlorophenol2-Chloronaphthalene2-NitroanilineDimethyl phthalate2,6-DinitrotolueneAcenaphthylene3-NitroanilineAcenaphthene2,4-Dinitrophenol4-Nitrophenol2,4-DinitrotolueneDibenzofuranDiethylphthalate4-Chloropheylphenyl etherFluorene4-Nitroaniline4,6-Dinitro-2-methylpbenolN-Nitrosodiphenylamine4-Bromophenylphenyl etherHexachlorobenzenePentachlorophenolPhenamhreneAnthraceneCarbazoledi-n-Butyl phthalateFluoranthenePyreneButylbenzylphthalate3,3'-Dichlorobenzidinebis(2-Ethylhexyl)phthalateBenzo(a)anthraceneChrysenedi-n-Octyl phthalateBenzo(b)fluorantheneBenzoGOfluorantheneBenzo(a)pvrenelndeno( 1 ,2.3-cd)pyreneDibenz(a,h)anthraceneBenzo(g,h,i)perylene

11/16/9999-TS-141.0-2.0

350 U350 U350 U350 U350 U951

350 U350 U350 U350 U350 U350 U350 U350 U350 U350 U350 U350 U350 U350 U350 U350 U350 U350 U350 U350 U350 U710 U350 U350 U350 U710 U350 U710 U710 U

350 U350 U350 U

350 U350 U710 U

710 U

350 U350 U350 U710 U

191350 U350 U350 U350 U350 U350 U350 O350 JB350 U23 J

350 U350 U350 U350 U350 U350 U350 U

11/22/9999-TS-1512.0-13.0

330 U330 U330 U330 U50 J

7000 E330 U330 U330 U

330 U330 U330 U330 U330 U330 U

330 U330 U330 U330 U330 U330 U330 U330 U330 U330 U330 U330 U660 U

330 U

330 U330 U660 U

330 U660 U660 U

330 U330 U330 U

330 U

330 U

660 U660 U330 U

330 U

330 U660 U

32 J

330 U

330 U330 U330 U330 U330 U330 U140 JB330 U330 U

110J330 U330 U330 U330 U330 U330 U

11/22/9999-TS-1512.0-13.0

660 U660 U660 U660 U660 U

5000 D660 U660 U660 U660 U660 U

660 U660 U

660 U660 U

660 U

660 U660 U660 U660 V660 U660 U660 U660 U660 U

660 U660 U

1300 U660 U660 U660 U

1300 U660 U

1300 U1300 U660 U660 U660 U660 U660 U

1300 U1300 U660 U660 U660 U

1300 U660 U660 U660 U660 U660 U660 U660 U660 U120 DJB660 U660 U

91 DJ660 U660 U660 U660 U660 U660 U

11/22/9999-TS-1528.0-29.0

330 U330 U330 U330 U330 U330 U330 U330 U330 U330 U330 U330 U330 U

330 U330 U330 U330 U330 U330 U330 U330 U330 U330 U330 U330 U330 U330 U66011330 U330 U330 U660 U330 U660 U660 U

330 U330 U330 U330 U330 U

660 U660 U

330 U330 U330 U660 U330 U330 U330 U330 U330 U330 U330 U330 U110JB330 U330 U

330 U330 U330 U330 U330 U330 U330 U

11/22/9999-TS-1S

40-41

360 U360 U360 U360 U360 U360 U360 U360 U360U360 U360 U

360 U

360 U

360 U360 U360 U360 U

360 U360 U360 U360 U360 U360 U360 U360 U360 U360 U720U360 U

360 U360 U720U360 U720U720U360 U360 V360U360 U360 U720 U720U360 U360 U360 U720 U360 U360 U360U360 U360 U360 U360 U360 U3 SOU

360 U360 U

170 J360 U

360 U360 If360 U360 U360 U

11/17/9999-TS-168.5-9.5

370 U370 U370 U370 U370 U370 U370 U370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U370 U370 U370 U370 U370 U

370 U

730 U

370 U

370 U370 U

730 U

370 U

730U730U370 U370 U370 U

370 U

370 U

730U

730U370 U370 U370 U730U370 U370 U370 U370 U370 U370 U370 U370U120 J370 U

370 U

370 U

370 U

370 U

370 U370 U370 U

370 U

11/17/9999-TS-16

13-14

360 U360 U360 U360 U360 U360 U360 U360 U360 U360 U360 U

360 U360 U

360 U360 U

360U360 U

360U360U360 U360U360 U360 U360 U360 U360 U360 U

720U360U360U360 U720U360 U720 U720U360 U360 U360 U

360 U360 U

720U720U360U360 U360U720U360 U360 U360 U360 U360 U360 U360 U360 U540360 U360 U360 U360 U360 U360 U360 U360 U360 U

11/23/9999-TS-17

17-18

380 U380 U380 U380 U380 U380 U380 U380 U380 U380 U380 U

380 U380 U

380U380 U

380 U380 U380 U380 U380U380 U380 U

380 U380 U380 U380 U380 U750 U380 U380 U380 U750 U380 U

750 U750 U3 SOU380 U380 U380 U380 U750 U750 U

380 U380 U380 U750 U380 U380 U380 U380 U380 U380 U380 U380 U380 U380 U380 U380U380 U380 U

380 U380 U380 U380 U

11/23/9999-TS-17

21-22

370 U370 U370 U370 U370 U370 U370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

730 U370 U

370 U

370 U

730 U

370 U

730U

730 U370 U370 U370 U

370 U

370 U

730 U

730U

370 U

370 U370 U

730 U370 U370 U370 U370 U370 U370 U370 U370 U36 J

370 U370 U31 J

370 U370 U370 U370 U370 U370 U

Data Qualifiers:

B - compound noted in laboratory blankJ - laboratory estimated valueD - result from diluted analysis 4 OF 6

E N V I R O N1/1 SAX)

SEMTVOLATILE ORGANIC COMPOUNDSSOIL ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANANovember - December 1999

Table G-2Summary of Soil S VOC Analysis Results

Sample ID: TS-S20-22-23 TS-S21-0.5-1.5 TS-S21-10-11



-SoilsConcentrations in ug/kg

Phenolbis(2-Chloroethyl)ether2-Chlorophenol1,3-Dichlorobenzene1 ,4-Dichlorobenzene1 ,2-Dichlorobenzene2-Methylphenol2,2'-oxybis4-MethyphenolN-nitroso-di-N-propylamineHexachloroethaneNitrobenzeneIsophorone2-Nitropbenol2,4-Dimethylphenolbis(2-Chloroethoxy)methane2,4-Dichlorophenol1,2,4-TrichlorobenzeneNaphthalene4-ChloroanilineHexachlorobutadiene4-Chloro-3-methylphenol2-MethylnapthaleneHexachlorocyclopentadiene2,4,6-Trichloropbenol2,4,5-Trichlorophenol2-ChloronaphthaIene2-NitroanilineDimethyl phthalate2,6-DinitrotolueneAcenaphthylene3-NitroanilineAcenaphthene2,4-Dinitrophenol4-Nitrophenol2,4-DinitrotolueneDibenzofuranDiethylphthalate4-Chloropheylphenyl etherFluorene4-Nitroaniline4,6-Dinitro-2-methylphenolN-Nitrosodiphenylamine4-Bromophenylphenyl etherHexachlorobenzenePentachlorophenolPhenanthreneAnthraceneCarbazoledi-n-Butyl phthalateFluoranthenePyreneButylbenzylphthalate3,3'-Dichlorobenzidinebis(2-Ethylhexyl)phmalateBenzo(a)anlhraceneChrysenedi-n-Octyl phthalateBenzo(b)fluorantheneBenzoQOfluorantheneBenzo(a)pyreneIndeno(l ,2,3-cd)pyreneDibenz(a,h)anthraceneBenzo(g, h, i)perylene

Data Qualifiers:U - undetected at concentration reportedB - compound noted in laboratory blankJ - laboratory estimated valueD - result from diluted analysis

11/23/9999-TS-1S5.0-6.0

370 U370 U

370 U

370 U

370 U

830370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U370 U370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

740 U

370 U

370 U

370 U

740 U

370 U

740 U

740 U

370 U

370 U370 U370 U

370 U

740 U

740 U

370 U

370 U370 U740 U370 U370 U370 U370 I)370 U370 U

3.70 U370 U35 J

370 U370 U370 U370 (J370 U

370 U370 U370 U370 U

11/23/9999-TS-189.0-10.0

430 U430 U

430 U430 U

430 U

25 J

430 U

430 U

430 U

430 U

430 U

430 U

430 U430 U430 U

430 U

430 U

430 U

430 U

430 U

430 U

430 U

430 U

430 U

430 U

430 U

430 U

850 U

430 U

430 U

430 U

850 U

430 U

850 U

850 U

430 U

430 U

430 U

430 U

430 U

850 U850 V430 U430 U430 U850 U120 J32 J

430 U

430 U

200 J

120 J

430 U

430 U3400

71 J

78 J

430 U74 J

55 J61 J29 J

430 U

42 J

11/23/9999-TS-197.0-8.0

400 U

400 U400 U

400 U

400 U

37 J

400 U

400 U

400 U

400 U

400 U

400 U

400 U

400 U

400 U

400 U

400 U

400 U

400 U

400 U

400 U

400 U

400 U

400 U

400 U

400 U400 U800 U400 U400 U

400 U

800 U

400 U

800 U

800 U

400 U

400 U

400 U

400 U

400 U

800 U

800 U

400 U

400 U

400 U

800 U

400 U

400 U

400 U

400 U

400 U

400 U

400 U

400 U

260 J400 U400 U400 U

400 (J

400 U

400 U

400 U

400 U

400 U

5 OF 6

11/23/9999-TS-1912.0-13.0

370 U370 U

370 U

370 U

370 U

150 J

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U

370 U370 U

370 U

370 U

370 U

370 U370 U370 U

370 U

370 U

370 U

370 U

730 U

370 U

370 U

370 U

730 U

370 U

730 U

730 U

370 U370 U

370 U

370 U

370 U

730 U

730 U370 U370 U370 U730 U

15 J

370 U

370 U

370 U

370 U

370 U

370 U

370 U340 J370 U370 U390370 V370 U370 U370 U370 U370 U

11/30/9999-TS-20

1.0-2.0

340 U340 U340 U

340 U

340 U

340 U

340U340 U

340 U

340 U

340 U

340 U

340 U

340 U

340U340 U

340 U

340U340 U

340 U

340 U

340U340 U

340 U

340 U

340 U

340 U

690 U

340 U

340 U

340 U

690 U

340U690 U

690 U

340 U

340 U

340 U

340 U

340U690 U

690 U

340U340U340U690 U340 U340U340 U

340 U

340 U

340 U

340 U

340U330 J340U340 U340 U340 U

340U340 U340 U

340 U

340 U

11/30/9999-TS-20

22-23

380 U380 U380 U

380 U

380 U

47 J

380 U

380 U380 U380 U380 U380 U380 U380 U380 U380 U380U380 U380 U380 U

380U380 U380 U380 U380 U380 U380 U750 U380 U380 U380 U750 U380 U750 U750 U

380 U

380 U380 U380 U380 U750 U750 U380 U380 U380 U750 U380 U380 U380 U380 U380 U380 U380 U380 U54 J

380 U380 U380 U380 U380 U380 U380 U380 U380 U

11/30/9999-TS-210.5-1.5

370 U

370 U

370 U

370 U

370 U

370 U

370 U370 U

370 U

370 U

370 U

370 U370 U370 U370 U370 U370 U370 U370 U

370 U

370 U

370 U

370 U

370 U

370 U370 U370 U730 U370 U370 U370 U730 U

370 U730 U730 U370 U370 U370 U370 U370 U730 U730 U370 U370 U370 U730U370 U370 U370 U370 U

370 U

370 U

370 U370 U34J

370 U370 U370 U370 U370 U370 U

17 J20J22 J

11/30/9999-TS-2110.0-11.0

360 U360 U360 U360 U360 U360 U360 U

360 U360 U360 U360 U360 U360 U360 U360 U360 U360 U360 U360 U360 U360 U

360 U360 U360 U

360 U

360 U

360 U720 U

360 U360 U360 U720U360 U

720U720U360 U

360 U

360 U360 U

360 U720 U720U360 U360 U

360 U720 U360 U360 U360 U26J

360 U360 U360U360 U33 J

360 U360 U360 U360 U360 U360 U360 U360 U360 U

12/2/9999-TS-227.0-8.0

1700 U2200U2200U2200U2400 J

360000 E220001700 U

1700 U

2200U2200U2200U1700 U

1200 U

1200 U

1700 U1700 U1700 U

1700 U1200 U

2200U1700 U

610 J

2200 U3400 U4300 U2200U5100 U

1700 U

2200 U1200 U6800 U3400U

34000 U11000 U

1200 U1700 U

2200U2200U1700 U

5700 U11000 U

1500 U

2200U2200 U7700 U1200 U1700 U2800U2200U1700 U1700 U1700 U2200 U2200U1700 U1700 U2200 U1700 U1700 U1700 U

2200 U1700 U1200 U

E N V I R O N1/18/00

SEMTVOLATtLE ORGANIC COMPOUNDSSOIL ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANANorember - December 1999


Sample ID: TS-S22-7-8DL TS-S22-10-11 TS-S234-1 TS-S24-6-7 TS-S24-10-11


SemivolatUe Organic Compounds-SoUs

Concentrations in ug/kgPhenolbis(2-Chloroethyl)ether2-Chlorophenol1 ,3-Dichlorobenzene1 ,4-DichIorobenzene1 ,2-Dichlorobenzene2-Methylphenol2,2'-oxybis4-MethyphenolN-nitroso-di-N-propylamineHexachloroethaneNitrobenzeneIsophorone2-Nitrophenol2,4-DimethylphenolbU(2-Cbloroethoxy)methane2,4-Dichlorophenol1 ,2,4-TrichlorobenzeneNaphthalene4-ChloroanilineHexachlorobutadiene4-Chloro-3-methylphenol2-MethylnapthaleneHexachlorocyclopentadiene2,4,6-Trichlorophenol2,4,5-Trichlorophenol2-Chloronaphthalene2-NitroanilineDimethyl phthalate2,6-DinitrotolueneAcenaphthylene3-NitroanilineAcenaphthene2,4-Dinitrophenol4-Nitrophenol2,4-DinitrotolueneDibenzofuranDiethylphthalate4-Chloropheylphenyl etherFluorene4-Nitroaniline4,6-Dinitro-2-methylphenolN-Nitrosodiphenylamine4-Bromophenylphenyl etherHexachlorobenzenePentachlorophenolPhenanthreneAnthraceneCarbazoledi-n-Butyl phthalateFluoranthenePyreneButylbenzylphthalate3,3'-DicnJorobenzidinebis(2-Ethylbexyl)phthalateBenzo(a)anthracen£Chrysenedi-n-Octyl phthalateBcnzo(b)fluorantheneBenzo(k)fluorantheneBenzo(a)pyreneIndeno(l,2,3-cd)pyreneDibenz(a,h)anthraceneBenzo(g,h,i)perylene

12/2/9999-TS-227.0-8.0

17000 U

22000U22000 U

22000 U3000 DJ

440000 DJ

22000 U

17000 U

17000 U

22000U

22000 U

22000 U

17000 U

12000 U

12000 U

17000 U

17000 U17000 U

17000 U

12000 U

22000 U

17000 U

17000 U

22000 U

34000U

43000 U22000 U51000 U17000 U22000 U12000 U

68000 U34000 U

340000 U

110000 U

12000 U17000 U22000 U

22000 U17000 U

57000 U110000 U15000 U22000 U

22000 U

77000 U

12000 U

17000 U28000 U

22000 U

17000 U

17000 U

17000 U

22000 U22000 U17000 U17000 U22000 U17000 U17000 U17000 U22000 U17000 U12000 U

12/2/9999-TS-2210.0-11.0

360 U

360U360 U360 U360 U360 U360 U360 U360 U360 U360 U360 U360 U360 U

360 U

360 U

360U

360 U

360 U360 U360 U360U360 U360 U360 U360 U360 U720U360 U360 U360 U720 U360 U720U

720U

360 U360 U360 U

360 U360 U720U720U360 U360 U360 U720 U360 U360 U360 U360 U360 U360 U360 U360 U110JB360 U360 UJ60U360 U360 U360 U360 U360 U360 U

12/1/9999-TS-23

0-1

410 U

410 U

410 U

410 U

380 J

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 U

410 V

410 U

410 U

410 U

410 U

410 U

410 U

410 V

410 U410 U410 U410 U410 U

810 U410 U

410 U

410 U

810 U410 U810 U810 U410 U410 U410 U

410 U410 U

810 U810 U410 U410 U410 U810 U410 U410 U

410 V

410 U

410 U

410 U

410 U

410 U1800 B410 U410 U410 U410 U410 U410 U410 U410 U410 U

12/1/9999-TS-238.0-9.0

340U340U340U

340U

340 U

340U

340 U

340U

340 U

340 U340U

340U

340U

340U

340U

340 U

340U340 U

340U

340U

340U

340U

340U340 U

340U

340 U340U690 U340U340U340U

690U340U

690 U

690 U340 U340U

340U

340 U

340 U

690U690U

340U

340 U

340U

690U

340U

340U

340 U

340U

340 U

340 U

340 U

340 U

48 JB

340U

340U

340U

340U

340U

340 U

340U

340U

340U

12/1/9999-TS-246.0-7.0

360 U360 U360 U

360 U

360U

360 U360U360 U360 U360 U360 U360 U360 U360 U360 V360 U360 U360 U360 U360 U

360 U360 V360 U360 U360 U360U360 U720U360 U360 U360U720U360 U

720 U

720U360 U360 U

360 U

360 U

360U

720U720 U

360 U360 U360 U720U360 U360 U

360 U360 U360 U360U360U360 U79 JB

360 U360 U360 U360 U360 U360 U360 U360 U360 U

12/1/9999-TS-2410.0-11.0

380 U380 U380 U380U380U380 U380U380 U380 U380 U380 U380 U380 U380 U380 U380 U380 U380 U380 U380 U380 U380 U380 U380 U380 U380 U380 U750 U380 U380 U380 U750 U380 U750 U

750 U380 U380 U380 U380 U380 U750 U750 U380 U38011380 U750 U

380 U

380 U

380 U380U380U380 U380 U380 U78 JB

380 U380 U380 U380 U380 U380 U380 U380 U380 U

12/2/9999-TS-255.0-6.0

380 U380 U380 U380 U380 U46 J

380 U380 U380 U380 U380 U380 U380 U380 U380 U380U380 U380 U380 U380 U380 U380 U380 U380 U380 U380 U380 U750 U380 U380 U380 U750 U380 U750 U

750 U

380 U

380 U380 U

380 U380 U750 U750 U

380 U380U380 U

750 U

380 U380 U

380 U380 U380 U380 U380 U380 U100 JB380 U380 U380 U380 U380 U380 U380 U380 U380 U

12/2/9999-TS-256.0-7.0

380U380 U

380 U380 U380 U

100 J

380 U380 U

380 U380 U380 U

380U380U380 U380 U380U380 U380 U380 U380 U

380U

380 V

380 U

380 U

380 U

380U

380 O

750 U

380 V

380 U

380 U

750 U

380 U

750 U

750 U

380 U

380 U

380 U

380 U

380 U

750 U

750 U

380 U

380 U

380 U

750 U

380 IT

380 U

380 U

380 U

380 U

380 U

380 U

380 U

150 JB

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

380 U

12/2/99

99-TS-2S12.0-13.0

370 U370 U

370 U370 U370 U30 J

370 U370 U370 U

370 U370 U

370 U370 U370 U370 U370 U370 U

370 U

370 U

370 U

370 U

370 U

370 U370 U370 U370 U370 U740 U

370 U

370 U

370 U

740 U

370 U

740 U

740 U

370 U370 U

370 U

370 U

370 U

740 U

740 U

370 U

370 U

370 U

740 U

370 U

370 U

370 U370 U370 U370 U370 U370 U66 JB

370 U370 U70 J

370 U370 U370 U370 U370 U370 U

Data QualifiersU - undetected at concentration reportedB - compound noted in tebonttory blankJ - laboratory estimated valueD - result from diluted analysis 6 OF 6

E N V I R O N1/18/00

TOTAL METALSSOIL ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANANovember - December 1999

Table G-3Summary of Soil Metals Analysis Results

Sample ID:


Metals - Third Site SoilsConcentrations in mg/kg


TS-Sl-2.5-3.5

11/17/9999-TS-l2.5-3.5

4320

0.2 U

6.354.7

0.27 B

0.21 B

115000

7.8

5.317.3

12000

1221400

3780.02 U

16.1

1320

0.37 U

0.1 U

2810.35 B

13.5

36.6

TS-S1-6-7

11/17/9999-TS-l6.0-7.0

3180

0.19 U

7.439.8

0.19B

0.29 B

70200

7.53.8

12.7

10000

5.122900

2040.03 B

11.3812

0.42 B

0.1 U

2160.27 U

12.2

50.3

TS-S2-6.5-7.5

11/17/99

99-TS-26.5-7.5

9660

0.22 U

5.2215

0.57 B

0.54 B

4670

14.8

7.717.9

19300

10.9

2600

7450.07

20.2

8780.43 B

0.11 U

2471.7

22.3

61.7

TS-S2-13.5-14.5

11/17/9999-TS-213.5-14.5

2290

0.2 U

1.525.6

0.13 B

0.64

80200

52.6

11.9

4710

5.227000

1780.02 B

8.86731.10.1 U

2770.28 U

8.228.7

TS-S2-13.5-14.5D

11/17/99


3760

0.21 U

1.541.6

0.23 B0.21 B

91900

7.54.1

15.5

8550

6.531300

2720.03 B

12.6

11800.4 U

0.1 U

2440.29 U

11.9

53.4

TS-S2A-30.5-31.5

11/23/99

99-TS-2A30.5-31.5

1610

0.19 U

6.718.4

0.1 B

0.22 B

228000

4.2

2.912.3

7010

14.5

17100

3300.02 U

9.9852

0.37 U

0.1 U

2980.27 U

6.734.6

TS-S2A-32.5-33.5

11/23/9999-TS-2A32.5-33.5

4170

0.2 U

7.639.7

0.25 B0.44 B

109000

10.2

6.514.7

13700

9.525600

4260.02 U

15.9

16000.37 U

0.1 U

2780.27 U

10.8

36.8

TS-S3-4-5

11/17/99

99-TS-34.0-5.0

5970

0.21 B

5.164.7

0.34 B

0.28 B

28300

9.55

14.1

1160011

9410

5070.03 B

12.1

6690.4 U

0.11 U

220 B

0.59 B

16.1

41.1

TS-S3-8-9

11/17/9999-TS-38.0-9.0

4540

0.19 U

4.545.6

0.26 B

0.31 B

89300

9.25.2

14.111400

7.227400

2970.03 B

15.3

15300.37 U

0.1 U

2680.27 U

13.7

36.7

TS-S4-7-8

11/17/9999-TS-47.0-8.0

3480

0.21 U

0.99 B

540.21 B

0.07 B

18100

6.938

6210

5.28590

91.5

0.02 U

7.7376

0.39 U

0.1 U

191 B

0.6 B

11.2

24.1

Data Qualifiers:U- undetected at concentration reportedB - compound detected in latxnratory blank1 - laboratory estimated value

1 OF 5E N V I R O N

1/18/00



Sample ID:



AlumiumAntimonyArsenicBariumBerylliumCadmium

CalciumChromiumColbaltCopperIronLeadMagnesiumMaganeseMercuryNickelPotassiumSeleniumSilverSodiumThalliumVanadiumZinc

TS-S4-11-12

11/17/99

99-TS-411.0-12.0

47200.2 B5.1

54.20.29 B0.2 B

10300013.15.217

125006.2

27200364

0.02 U20

17400.37 U0.1 U299

0.29 B14.535.5

TS-S5-5-6

11/16/9999-TS-55.0-6.0

64100.23 U4.3191

0.39 B0.27 B

1530011.34.1

10.314000

13.86060

1810.04 B11.1588

0.43 U0.11 U177 B1.1 B

15.644

TS-S5-9-10

11/16/9999-TS-S9.0-10.0

15300.19 U

317.80.1 B0.2 B

1640004.62.58.5

60702.5

95500189

0.02 B5.5415

0.37 U0.1 U274

0.27 U9.26.2

TS-S5-10-11

11/16/9999-TS-510.0-11.0

42700.18 U5.2

47.30.26 B0.25 B

881008.45.1

15.311400

6.225500

2850.02 B

1614700.35 U0.09 U262

0.26 U12.936.3

TS-S6-4.5-5.5

11/16/9999-TS-64.5-5.5

40400.19U5.8

51.60.23 B0.34 B

845007.84.7

13.511700

7.421100

2640.03 B13.211500.35 U0.09 U248

0.26 U13

44.3

TS-S6-10-11

11/16/9999-TS-610.0-11.0

41600.2 U8.5

40.40.26 B0.28 B

959008.44.6

13.211100

5.530900

2870.03 B13.512800.38 U0.1 U297

0.28 U12.633.5

TS-S7-9-10

11/17/9999-TS-79.0-10.0

18300.21 U

1.1 B20.60.16B0.06 B

1400004.82.2

94270

4.943700

1680.03 B6.27120.4 U

0.11 U326

0.29 U6

18.7

TS-S8-10.5-II 5

11/17/9999-TS-810.5-11 5

25500.19 U

4.228.70.16 B0.2 B

959005.8

310.6

79304.2

24300243

0.03 B10.7928

0.36 UO.I U225

0.27 U9.129

TS-S9-10-11

11/16/9999-TS-910.0-11.0

1710

0.2 U

2.6

14.1

0.14 B

0.09 B

133000

4.7

2.1

9.6

5870

3.7

24500

270

0.03 B

7.8

578

0.37 U

0.1 U

294

0.27 U

6.8

12.8

TS-S10-9.5-10.5

11/16/9999-TS-109.5-10.5

3020

0.2 U

5.3

29.5

0.19B

0.21 B

101000

5.8

3.5

11.1

8820

4.3

38800

285

0.02 U

11.5

1170

0.39 U

0.1 U

2580.64 B

9.9

25.9

Data Qualifiers:U- undetected at concentration reportedB - compound detected in laboaratory blankJ - laboratory estimated value

2 OF 5

E N V I R O N1/18/00



Sample ID: TS-S10-9.5-10.5D TS-S10-12.5-13.5 TS-S11-9-10 TS-S12-12-13 TS-S13-10-11.5 TS-S14-1-2 TS-S15-12-13 TS-S15-28-29 TS-S15-40-41 TS-S16-8.5-9.5




11/16/9999-TS-109.5-10.5Duplicate

2770

0.2 U

10.5

23.7

0.18 B

0.22 B

90600

6.14.1

13.4

9390

5.323600

2650.02 B

13.5

9800.37 U

0.1 U

2360.28 U

9.123

11 /1 6/99

99-TS-1012.5-13.5

17700.2 U

4.715.3

0.14 B

0.1 B

108000

5.32.49.3

6270

4.222500

2310.03 B

8.3669

0.37 U

0.1 U

2480.27 U

6.916

11/16/99

99-TS-ll9.0-10.0

9740

0.22 U

5.395.4

0.52 B

0.33 B

946013.95.9

15.8

14900

113920

3100.06

14.9

9210.42 U

0.11 U

3370.9 B

21.5

53.2

11/16/99

99-TS-1212.0-13.0

4030

0.21 U

4.241.1

0.22 B

0.18 B

805007.74.312

9970

5.820500

2360.02 B

12.1

1230

0.4 U

0.1 U

2860.29 U

11.2

28.4

11/16/99

99-TS-1310-11.5

3090

0.22 U

1.624.1

0.16B

0.11 B

5110010.53.15.9

7160

4.513600

1380.02 B

9.3482

0.41 U

0.11 U

3580.3 U

10.2

20.5

11/16/99

99-TS-141.0-2.0

3580

0.21 B

5.560.6

0.24 B

0.25 B

761007.63.8

10.6

10400

25.4

22200

2230.03 B

11.1

8600.35 U0.09 U

200 B

0.25 U

11.9

33.9

1} 122199

99-TS-1512.0-13.0

4700

0.22 B

4.969.4

0.26 B

0.34 B

5940010.84.6

11.6

1110018.4

20400

3600.02 U

11.7

9630.34 U

0.09 U

2040.25 U

1430.6

11/22/99

99-TS-1528.0-29.0

1730

0.18 U

4.615.3

0.11 B

0.16 B

796004

2.6

11.7

6070

4.7

23200

199

0.02 U10.6

678

0.33 U

0.09 U

228

0.24 U

9.2

18

11/22/99

99-TS-1S40-41

6840

0.2 U

656.7

0.37 B

0.54 B

659009.96.7

20.8

15800

8.918100

3920.02 U

18.2

1740

0.37 U

O.I U

2550.28 U

15.4

58.7

11/17/99

99-TS-168.5-9.5

1790

0.19U

5.818.7

0.12B

0.12 B

1340004.92.25.2

4760

2.845500

1730.02 B

6.3558

0.36 U0.09 U

3030.26 U

9.517


3 OF 5E N V I R O N

1/18/00



Sample ID: TS-si6-i3-i4 TS-S17-17-18 TS-S17-21-22 TS-S18-5-6 TS-S18-9-10 TS-S19-7-8 TS-S19-12-13 TS-S20-22-23 TS-S21-0.5-1.5



AlumiumAntimonyArsenicBariumBerylliumCadmium

CalciumChromiumColbaltCopperIronLeadMagnesiumMaganeseMercuryNickelPotassiumSeleniumSilverSodiumThalliumVanadiumZinc

11/17/9999-TS-16

13-14

2470

0.19U

10.1

19.3

0.2 B

0.34 B

122000

5.4

6.6

19.8

8870

8.1

28900

194

0.02 U

17.9

887

0.37 U

0.1 U

272

0.3 B

8.6

73.5

11/23/99

99-TS-1717-18

2020

0.2 U

2

12.5

0.14 B

0.17 B

139000

5

2.4

12.2

6240

4.7

29100

213

0.02 U

9.6

693

0.37 U

0.1 U

290

0.27 U

8.8

25.3

11/23/99

99-TS-1721-22

1620

0.2 U

3.914.7

0.08 B

0.23 B

884004.1

2.8

9.1

5520

4.1

15300

216

0.02 U

7.8

556

0.38 U

0.1 U

269

0.28 U

6

22.7

11/23/99

99-TS-185.0-6.0

4180

0.27 B

17.1

54.4

0.22 B

0.56

799009

4.7

13.3

20100

8.9

23400

289

0.02 U

14.9

1440

0.37 U

0.1 U

262

0.27 U

13.6

33.5

11/23/99

99-TS-189.0-10.0

3690

0.53 B

4.8

83.2

0.21 B

0.4 B

34000

9.1

3.2

12.8

9480

88.5

11400

131

0.03 B

10.8

601

0.44 U

0.12 U

225 B

0.32 U

13.5

37.8

11/23/99

99-TS-197.0-8.0

62100.22 U

41.4

80.7

0.38 B

1

287009.6

5.3

11.8

39800

7.6

15900

137

0.02 B

11.9

786

0.42U

0.11 U295

0.31 U29.4

79.1

11/23/99

99-TS-1912.0-13.0

17200.27 B

3.1

18.3

0.12B

0.26 B

2180004.4

1.8

8.6

5920

32.8

48500

243

0.02 U

6.5

810

0.37 U

0.1 U

316

0.27 U

7.4

19.6

1 1/30/99

99-TS-201.0-2.0

3800

0.19 U

4.3

38.3

0.24 B

0.27 B

730007.3

4.2

11.6

9360

5.2

21600

242

0.02 U

13.1

1420

0.35 U

0.09 U

228

0.26 U

11.8

31.9

11/30/99

99-TS-2022-23

2260

0.36 B

4.9

17.5

0.16 B

0.17B

1420005.6

2.3

7.7

7010

31

30000

360

0.02 U

8.2

890

0.38 U

0.1 U

405

0.28 U

8.2

17.6

11/30/99

99-TS-210.5-1.5

3790

0.25 B

4.8

38.9

0.23 B

0.27 B

750006.8

4.1

11.8

9650

5.4

21100

257

0.02 U

12.7

1380

0.37 U

0.1 U

215 B

0.27 U

11.2

29.4


4 OF 5E N V I R O N

1/18/00



Sample ID: TS-SZl-lO-ll TS-S22-7-8 TS-S22-10-H TS-S23-0-1 TS-S23-8-9 TS-S24-6-7 TS-S24-10-11 TS-S25-5-6 TS-S25-6-7 TS-S25-12-13




11/30/9999-TS-2110.0-11.0

2560

0.2 U

423.90.16B

0.19 B

97600

6.33

9.78110

3.828300

2350.02 U

10.4

9990.37 U

0.1 U

2820.27 U

9.922.8

12/2/99

99-TS-227.0-8.0

2260

0.2 U

4.417.50.14B

199600

4.32.8

10.4

7110

3.925100

2670.02 B

9.4827

0.37 U

0.1 U

193 B

0.27 U

7.7210

12/2/99

99-TS-2210.0-11.0

1270

0.2 U

2.312.1

0.12 B

0.23 B

174000

4.31.55.9

10600

2.636900

6160.02 B

5.4657

0.37 U

0.1 U

2290.27 U

5.19.2

12/1/99

99-TS-230-1

2200

0.21 U

4.1

26.40.15 B

0.13 B

101000

6.7

2.7

12.2

7360

5.2

19700

228

0.02 U

8.9790

0.4 U

0.11 U

250

0.3 U

7.9

32.3

12/1/99

99-TS-238.0-9.0

2030

0.48 B41.4

17.2

0.21 B

0.73

99800

8.24

16.7

33900

1639000

3760.02 U

18754

0.32 U

0.09 U

2910.24 U

12.3

30.9

12/1/99

99-TS-246.0-7.0

2380

0.31 B

2.714.7

0.13 B

0.13 B

122000

5.72.6

10.1

6740

3.733100

2560.02 U

7.4800

0.35 U

0.09 U

2910.26 U

7.316.2

12/1/99

99-TS-2410.0-11.0

16800.19U

3.313.7

0.12 B

0.13 B

93600

42

9.77160

3.522500

2210.02 U

6.6602

0.36 U

0.09 U

2430.26 U

7.318.1

12/2/99

99-TS-255.0-6.0

3800

0.2 U

3.935.2

0.22 B

0.36 B

62900

6.94.2

13.5

9860

16.7

19400

2350.02 B

12.9

1370

0.37 U

0.1 U

197 B

0.28 U

11.6

70.1

12/2/99

99-TS-256.0-7.0

2500

0.22 B

5.3

17.7

0.18 B0.16 B

106000

4.1

3.3

10.9

7230

4.3

30300

390

0.03 B

10.9

828

0.38 U

0.1 U

2600.28 U

6.5

21.1

12/2/99

99-TS-2512.0-13.0

1700

0.2 U

3.218.4

0.11 B

0.09 B

96500

6.1

2.59.4

5430

3.8

33000

183

0.02 U

7812

0.37 U

0.1 U

2690.27 U

6.2

14.9


5 OF 5E N V I R O N

1/18/00

A P P E N D I X E

Surface Water Analysis Results

VOLATILE ORGANIC COMPOUNDSSURFACE WATER ANALYTICAL RESULTSUnRDSTTEZIONSVILLE, INDIANANovember - December 1999

Table E-lSurface Water VOC Result Summary

Sample ID:Date:

Location:Condition:

Volatile Organic Compounds- Surface Water

Concentrations in ug/lBromomethaneVinyl chlorideChloroe thaneMethylene chloride1.1-Dichloroethene1,1-DichloroethaneChloroform1,2-Dichloroethane1,1,1 -TrichloroethaneCarbon tetracnlorideBromodichloromethanecis-1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1 , 1 ,2-TrichloroethaneBenzenetrans-1 ,3-DichloropropeneBromoformTetrachloroethene1 , 1 ,2,2-TrichloroethaneTolueneChlorobenezeneEthylbenzeneStyrene1 ,2-DichloropropaneChloromethaneCarbon disulfideAcetone4-Methyl-2-pentanone2-Hexanone2-Butanonetrans-1 ,2-Dichloroethenecis-1 ,2-DichloroetheneXylenes (total)

TS-SWl-991129

11/29/99Finley creek

low flow

10 U2 J

3 J

4 JB

10 U

2 J

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

3 J

10 U

10 U

10 U

10 U4 J

10 U

TS-SW2-991I29


low flow

10 U3 ]5 J5 JB

10 U2 J

10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U3 J

10 U10 U10 U10 U5 J

10 U

TS-SW3-991129

1 1/29/99Finley creek

low flow

10 U

1 J4 J

4 JB

10 U

1 J10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

2 J

10 U

TS-SW4-991129


low flow

10 U5 J

24

6 JB

10 U

3 J

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

5 J

10 U

10 U

10 U

10 U

2 J

1 J

10 U

10 U

10 U

10 U

10 U

13

10 U

10 U

10 U

10 U

4 J

2 J

TS-SW5-991129

1 1/29/99

Pond (shallow)

10 U

10 U

10 U4 JB

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

1 J10 U

TS-SW6-991202

12/2/99Pond (deep)

10 U

10 U

10 U2 J

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

2 J

10 U

TS-SW6-991202D

12/2/99Pond (deep)

Duplicate

10 U

10 U

10 U

4 J

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

1 J10 U

Data Qualifiers:U - undetected at the concentration reportedB - compound detected in laboratory blankJ - laboaratory estimated value 1 OF1

E N V I R O N1/14VDO

SEMIVOLATILE ORGANIC COMPOUNDSSURFACE WATER ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANANovember - December 1999

Table E-2Summary of Surface Water SVOC Results

Sample ID: TS-SW1-991129 TS^W2-991I29 TS-SW3-991129 TS-SW4-991129 TS-SW5-991129 TS-SWW9I202 TS-SWM91202D

Date: 36493 36493 36493 36493 36493 36496 36496Location: Finley creek Finley creek Finley creek Finley creek Pond (shallow) Pond (deep) Pond (deep)

Condition: low flow low flow low flow low flow Duplicate

Concentrations in ug/l

SemivolatUe Organic Compounds- Surface Water

Concentrations in ug/lPhenolbis(2-Chloroethyl)ether2-Chlorophenol1 ,3-Dichlorobenzene1 ,4-Dichlorobenzene1,2-Dichlorobenzene2-Methylphenol2,2'-oxybis4-MethyphenolN-nitroso-di-N-propylamineHexachloroethaneNitrobenzeneIsophorone2-Nitropnenol2,4-Dimethylphenolbis(2-Chloroethoxy)metfiane2,4-Dichlorophenol1 ,2,4-TrichlorobenzeneNaphthalene4-ChloroanilineHexachlorobutadiene4-Chloro-3-metnylphenol2-MethylnaptbaleneHexachlorocyclopentadiene2,4,6-Tricblorophenol2,4,5-Trichlorophenol2-Chloronaphthalene2-NitroanilineDimethyl phthalate2,6-DinitrotolueneAcenaphthylene3-NitroanilineAcenaphthene2,4-Dinitrophenol4-Nitrophenol2,4-DinitrotolueneDibenzofuranDiethylphthalate4-Chloropheylphenyl etherFluorene4-Nitroaniline4,6-Dinitro-2-methylphenolN-Nitrosodiphenylamine4-Bromophenylphenyl etherHexachlorobenzenePentachlorophenolPfaenanthreaeAnthraceneCarbazoledi-n-Butyl phthalateFiuoranthenePyreneButylbenzylphthalate3,3 '-Dichlorobenzidinebis(2-Ethylhexyl)phthalateBenzo(a)anthraceneChrysenedi-n-Octyl phthalateBenzo(b)fluorantheneBenzo(k)fluoranthene6enzo(a)pyreaeIndeno( 1 ,2,3-cd)pyreneDibenz(a,h)anthraceneBenzo(g,h,i)perylene

11 U

11 U

11 U

11 U

11 U

11 U11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

22 U

11 U

11 U

11 U

22 U

11 U

22 U

22 U

11 U

11 U

11 U

11 U

11 U

22U22U11 U

11 U

11 U

22U11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

11 U

10 u10 U10 U10 u10 u10 u10 u10 u10 u10 u10 U10 u10 u10 U10 u10 U10 u10 U10 u10 u10 u10 u10 U10 u10 uIO U10 u20 U10 u10 u10 u20 u10 u20 u20 u10 u10 U10 u10 u10 u20 u20 u10 U10 U10 U20 U10 u10 U10 u10 u10 u10 u10 u10 u10 u10 u10 u10 U10 u10 U10 U10 U10 u10 u

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

19 U

10 U

10 U

10 U

19 U

10 U

19 U

19 U

10 U

10 U

10 U

10 U

10 U

19 U

19 U

10 U

10 U

10 U

19 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

9 U9 U9 U9 U9 U

9 U9U

9 U4 J

9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U

9 U9 U9 U9 U9 U9 U9 U9tJ

18 U

9 U9 U9 U

18 U

9 U18 U

18 U

9 U9 U9 U9 U9 U

18 U

18 U

9 U9 U9 U

18 U

9V9 U9 U9 U9 U9 U9 U9 U9 U

9 U9 U9 U9 U9 U9 U

9 U9 U9 U

9 U9 U9 U9 U9 U

9 U9 U

9 U

9 U9 U

9 U

9 U

9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U

. 9U

9 U

9 U9V9 U

18 U

9 U9 U9 U

18 U

9 U

18 U

18 U

9 U9 U9 U

9 U9V

18 U

18 U

9 U9 U91)

18 U

9 U9 U9 U9 U9 U9 U9 U9V9V9 V

9 U9 U9 U9 U9 V

9V9V9V

9V9 V

9 U9 U9 U9 U9 U

9 U9 U

9 U9 U

9 U

9 U9 U9 U9 U9 U

9 U9 U9 U9 U

9 U9 U9 U9 U9 U

9 U

19 U

9 U9 U9 U

19 U

9 U

19 U

19 U

9 U9 U9 U

9 U9V

19 U

19 U

9 U9 U9 U

19 U

9V9V9V9V9V9V9V9V1 JB

9 U9 U

9 U9 U

9 U9 V

9 U9 U9 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

20 U

10 U

10 U

10 U

20U10 V

201!20U10 U

10 U10 U

10 U10 V

20U20U10 U

10 U

10 U

20 U

10 V

10 U

10 U

10 U

10 U

10 U

10 U

10 V

10 U

10 U

10 U

10 U

10 U

10 U

10 u10 U

10 U

10 U

Data qualifiers:U - undetected ai the concentrated reportedB - compound noted in laboratory blankJ - laboratory estimated value 1OF1

E N V I R O N1/18/00

TOTAL METALSSURFACE WATER ANALYTICAL RESULTSTHnUDSTTEZIONSVILLE, INDIANANovember - December 1999

Table E-3Summary of Surface Water Metals Results

Metals -

AlumiumAntimonyArsenicBariumBerylliumCadmiumCalciumChromiumColbaltCopperIronLeadMagnesiumMaganeseMercuryNickelPatassiumSeleniumSilverSodiumThalliumVanadiumZinc

Sample ID: TS-swi-99il29Date: 36493

Location: Finley creekCondition: low flow

Surface WaterConcentrations in ug/l

38.7 B

1.8 U

7.6 U

463

0.2 U

0.3 U

105000

1.5 U

1.2 B

4.4 B

856

1.5 U

48500

97.6

0.1 U

11.5

16600

3.4 U

0.9 U

80700

2.5 U

0.8 U

3.1 U

TS-SW2-991129

36493Finley creek

low flow

36.5 B

1.8 U

7.6 U

483

0.2 U

0.3 U .

108000

1.5 U

1.1 B

5.6950

1.5 U

50300

169

0.1 U

12.7

18400

3.4 U

0.9 U

86000

2.5 U

0.8 U

3.1 U

TS-SW3-991129

36493

Finley creeklow flow

35.1 U1.8 U

7.6 U

4630.2 U

0.3 U

116000

1.5 U

1 B

5.12880

1.5 U

53500

2870.1 U

15.7

21900

3.4 U

0.9 U

106000

2.5 U

0.8 U

3.1 U

TS-SW4-991129

36493Finley creeklow flow

101

1.8 U

7.6 U

629

0.2 U

0.3 U

138000

1.9 B

2.5 B

3.8 B

4640

1.5 U

68600

3190.12 B

28.5

50400

3.4 U

0.9 U

177000

2.5 U

0.85 B

3.1 U

TS-SW5-991129

36493Pond (shallow)

41.4 B

1.8 U

7.6 U

3920.2 U

0.3 U

83200

1.5 U

0.6 U

2.3 B2571.5 U

36100

18.50.12 B

1.3 B

2140

3.4 U

0.9 U

28200

2.5 U

0.8 U

3.1 U

TS-SW6-991202

36496Pond (deep)

104

1.8 U

7.6 U

389

0.2 U

0.3 U

79300

1.5 U

0.6 U

3.2 B

620

1.5 U

34200

22.7

0.1 U

1.1 U

2150

3.4 U

0.9 U

28600

2.5 U

0.8 U

3.1 U

TS-SW6-991202D

36496

Pond (deep)Duplicate

55.1 B1.8 U

7.6 U

3900.2 U

0.3 U

80600

1.5 U

0.6 U

2B^3671.5 U

34900

20.50.1 U

1.1 U

2180

3.4 U

0.9 U

29300

2.5 U

0.8 U

3.1 U

Data Qualifiers:U - undetected at the concentration reportedB - compound noted in laboratory blankJ - laboratory estimated value

1 OF1E N V I R O N

1/18/00

TS-SW6

1.1-DICHLOROETHANEcis-1,2-DICHLOROETHENE

TRICHLOROETHENEVINYL CHLORIDE

12/2/9910 U2 J

10 U10 U

TS-SW5

1,1-DICHLOROETHANEcis- 1 .2-DICHLOROETHENE


11/29/99

10 U1 JB

10 U10 U

TS-SW1

1.1-DICHLOROETHANE

cis-1 . 2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

1 1/29/992 J4 J

10 U2 J

50 100

KeyTS-SW4

1,1-DICHLOROETHANEcis-1, 2-DICHLOROETHENE


11/29/993 J4 J

10 U5 J

£i Monitoring Location

99TSX

0SWX

Surface WaterSample # \

Soil Boring Location


Sample Date

TS-SW31,1-DICHLOROETHANEcis- 1 ,2-DICHLOROETHENETRICHLOROETHENE

VINYL CHLORIDE

11/29/991 J2 J

10 U1 J

rs-xxx1.1-DICHLOROETHANE

12/XX/OOX«

Volatile OrganicCompound (VOC)

WOCConcentration in ppb

(See data tables fordata qualifiers)

•Bold indicates concentrations above IDEM TIER I

TS-SW2

1,1-DICHLOROETHANE

cis- 1 ,2-DICHLOROETHENE


11/29/99

2 J5 J

10 U3 J 6 N V I R O N

esc DUNDEE ROAD. SUITE 150. NORTHBROOK. IL eooez

SURFACE WATER RESULTSNOVEMBER-DECEMBER 1999


DATE:

1/11/00

DRAFTER:

BJM

CONTRACT I

216799DFIGURE

E-1

99-TS-191,1-DICHLOROETHANEcis- 1 ,2-OICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

7.0-8.0180 J

2200610 U

41 J

12.0-13.03 J

201 J

2 J

99-TS-61.1-DCHLOROETHANEcis- 1 ,2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

4.5-5.51500 DJ

18000 D580 DJ44

10.0-11.032

290 D2418

99-TS-251.1 -DICHLOROETHANEcis-1.2-DCHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

5.0 - 6.010 U10 U9310 U

6,0-7.0

99-TS-221.1-OICHLOROOHANEcis-1.2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

2 J11 U2 J4 J

12.0-13.0

7.0-8.026

22000 DJ350000 D

1 J

10.0-11.0

99-TS-24 6.0-7.0 10.0-11.0NOT DETECTED

99-TS-23 JL 0.0-1.0 B.0-9.0NOT DETECTED

99-TS-21 0.5-1.5 10.0-11.0NOT DETECTED

99-TS-201.1 -DICHLOROETHANEcis-1.2-DtCHLOROerHENETRICHLOROETHENEVINYL CHLORIDE

1.0-2.010 U10 U10 U10 U

22.0-23.0

99-TS-21.1-DICHLOROETHANEcis- 1 .2-OtCHLOROETHEN£TRICHLOROETHENEVINYL CHLORIDE

99-TS-I51.1-DICHIOROETHANEcis- 1 ,2 - DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

12.0-13.0710 D

10000 Dno

1 J

6.5-7.51 J

34000 D25

8800 D

28.0-29.02500 D

20000 D8 U

06

13.5-14.510 U

8300 D72000 D

7 J

40.0-41.03 JB

3011 U11 U

99-TS-l1.1-DICHLOROETHANEcis- 1 .2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

2.S-3.5140

13000 D14000 D

B U

6.0-7.02232 D2 J4 J

99-TS-2A1,1-OrCHLOROETHANEcis- 1 .2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

30.5-31.51800 U

22000520 J96 J

32.5-33.54100

22000860 J

1900 U

99-TS-l 71.1-DICHLOROETHANEcis-1. 2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

17.0-18.0100670 E

10 U88

21.0-22.01500 D

13000 D7 U

200 B

99-TS-l 61.1-OICHLOROETHANEcis- 1 ,2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

8.5-9.53 J

11 B3 J3 J

13.0-14.09 U2 J9 U9 U

99-TS-181,1-DICHLOROETHANEcis-1 ,2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

99-TS-101,1-DICHLOROETHANEcis- 1 .2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

99-TS-51.1-OICHLOROETHANEcis- 1 .2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

5.0-6.01300

130003700

74 J

9.5-10.523000 D50000 D

9 U4800 D

5.0-6.0760

240010 JB50

9.0-10.06 J

342 J

39

12.5-13.5250 E680 EB

3 J160

9.0-10.0910 DJ

16000 D2998

10.0-11.09000 D

130000 D520 DJ450 DJ

SO 100

99-TS-141.1-DICHLOROETHANEci»-1. 2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

99-TS-l 31.1-DICHLOROETHANEcis- 1 ,2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

99-TS-41.1-DICHLOROETHANEcis- 1 ,2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

1.0-2.09 J

65320 0

11 U

10-11.58 DJ

14 B2 J2 J

7.0-8.055

260 E2 J11 U

11.0-12.09900 DJ

62000 D3 J

110 DJ

Key

99TSX

99-TS-31,1 -DICHLOROETHANEcis- 1 .2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

99-TS-91,1 -DICHLOROETHANEcis- 1 .2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

99-TS-121.1-OICHLOROETHANEcis- 1 .2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

99-TS-111.1-DICHLOROETHANEcis- 1,2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

4.0-5.010 U283 J

10 U

10.0-11.01800 DJ

11000 D2900 D

29

12.0-13.03 J

129 U4 J

9.0-10.01 J7 J

11 U11 U

8.0-9.05200 D

47000 D12

710 DJ

©SWX

Boring #

Monitoring Location

Soil Boring Location


Sample Depth (ft)

99-TS-XXX1.1-DICHLOROETHANE

6.0-7.0X'

Volatile OrganicCompound (VOC)

WOCConcentration in ppb

(See data tables fordata qualifiers)

'Bold indicates concentrations above IDEM TIER I

99-TS-71 , 1 -DICHLOROETHANEci»- 1.2-D1CHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

9.0-10.02 J

51 D4 J

39

99-TS-81.1-DICHLOROETHANEcis-1 ,2-DICHLOROETHENETRICHLOROETHENEVINYL CHLORIDE

10.5-11.52 J

5800 D8

100

€ N V I R O N650 DUNDEE ROAD. SUITE ISO. NORTHBROOK. IL 60062

SOIL RESULTSNOVEMBER-DECEMBER 1999


DATE:

1/21/00DRAFTER:

BJM

CONTRACT NUMBER:

216799DFIGURE

G-1

A P P E N D I X H

Hydraulic Conductivity Test Results

INSITU HYDRAULIC CONDUCTIVITY TEST RESULTSTHIRD SITEZIONSVILLE, INDIANANovember - December 1999

Table H-lSummary of Slug Test Results

Well No.: ECC-MW9A ECC-MW15 ECC-MW17 ECC-MW19A ECC-MW19B ECC-MW20 ECC-MW22

Insitu Hydraulic Conductivity Results

Well DepthWell Screen (top elev.)*Well Base (bottom elev)GW Elevation

Soil Type at Well Screen

Type of Test- 1Date of TestDuration of Test

Hydraulic Conductivityin ft/min

Type of Test -2Date of TestDuration of Test

Hydraulic Conductivityin ft/min

24.7ft861.8856.8

877.37

upper sand

Slug In

12/1/99

35min

1.85 x 10 -4

Slug Out

11/30/99

881 min

1.83x 10-5

18.9ft

864.8

860.1

875.52

upper sand

Slug In

12/2/99

12 min

9.49 x 10-2

Slug Out

12/2/99

22 min

7.68 x 10-2

16.5ft

869.8

862.1

875.18

upper sand

Slug In

12/1/99

30 min

8.45 x 10 -3

Slug Out

12/1/99

14 min

4.25 x 10-3

10.4ft

871.1

867.6

871.36

upper clay/sand

Slug In

12/1/99

16 min

6.18x10-1

Slug Out

12/1/99

10 min

2.14x 10-2

29.7ft

858.4

848.3

871.05

lower sand

Slug In

12/1/99

12 min

3.42 xlO-3

Slug Out

12/1/99

12 min

2.19x 10-3

28.5ft

858.4

857.6

867.37lower and upper

sand

Slug In

12/1/99

40 min

1.66x10-2

Slug Out

12/1/99

12 min

2.71 x 10-2

30.0ft

853.4

845.9

867.15

lower sand

Slug In

12/2/99

10 min

3.58 x 10-2

Slug Out

12/2/99

32 min

2.5 x 10-2

Average Conductivityinft/min** 1x10 9x10 3x10'' 3x10 -3 2xlO'2 3x10

' from 1988 data report; Screen length estimated to be 10 ft where not reported** Slug In and Slug Out test values are averaged unless the groundwater elevation is below the top of the screen, then only Slug Out values are reported

10F1 E N V I R O N

ENVIRON International Corporation650 Dundee Road, Suite 150

Northbrook, ISinois

(847) 753-9900

Slug Test No. Slug In

slug/bail test analysisHVORSLEVs method

ECC MW-9A

Date: 12/8/99

Project: Third Site

Evaluated by: Scott

Pagel

Hayter

Test conducted on: 1 2/1 /99

C

10°

I 1C'1

) 5 10y

?PL

J* 6 5^

\

15 20

C " *

^^^"V

O

t [min]25 30

S-O

w

\0

o

35 40

• ^" • N,

0

o

-v^^^>^

"

45

k _

^^

—

. ECC MW-9A Slug In

Hydraulic conductivity [ft/min]: 1.85 x 10~*

1 ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 1 50 HVORSLEVs methodNorthbrook, Illinois(647)753-9900

Date: 12/8/99 Page 2

Project: Third Site

Evaluated by: Scott Hayter

Slug Test No. Slug In Test conducted on: 12/1/99

ECC MW-9A ECC MW-9A Slug In

Static water level: 0.00 ft below datum

*

4561

89

101112131415161718

I 19I 20

2122232425262728293031323334353637383940414243444546474849

Pumping test duration

[min]0.000.000.010.010.010.020.020.020.030.030.030.040.040.040.050.050.050.060.060.060.070.070.070.080.080.080.090.090.090.100.100.100.110.110.110.120.120.120.130.130.130.140.140.140.150.150.150.160.16- ._

I Water level

[ft]5.895.725.124.303.803.763.924.044.104.064.094.114.194.264.314.314.354.364.38

Change in

Waterievel

[ft]5.895.725.124.303.803.763.924.044.104.064.094.114.194.264.314.314.354.364.38

4.33 4.334.26 4.264.28 i 4.284.364.38

4.364.38

4.33 4.334.224.174.144.064.174.134.064.094.164.184.114.094.214.304.294.294.324.344.304.244.184.214.324.39* in

4.224.174.144.064.174.134.064.094.164.184.114.094.214.304.294.294.324.344.304.244.184.214.324.39438

Xrf"

"I**

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 HVORSLEVs methodNorthbrook, Illinois(847) 753-9900


Project: Third Site





5525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899

f M«*


[min]0.170.170.170.180.180.180.190.190.190.200.200.200.210.210.210.220.220.220.230.230.230.240.240.240.250.250.250.260.260.260.270.270.270.280.280.300.310.330.350.360.380.400.410.430.450.460.480.500.51n KI

Water level

[ft]4.304.264.224.234.163.182.572.352.442.752.652.312.272.362.312.342.632.853.083.474.064.504.493.923.322.982.832.853.023.253.403.403.433.463.413.243.233.243.213.193.183.163.153.133.123.113.103.083.07are

Change in

Waterlevel

[ft]4.304.264.224.234.163.182.572.352.442.752.652.312.272.362.312.342.632.853.083.474.064.504.493.923.322.982.832.853.023.253.403.403.433.463.413.243.233.243.213.193.183.163.153.133.123.113.103.083.073.06



Project: Third Site





10102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149• —•"


[min]0.550.560.580.600.610.630.650.660.680.700.710.730.750.760.780.800.810.830.850.860.880.900.910.930.951.151.351.551.751.952.152.352.552.752.953.153.353.553.753.954.154.354.554.754.955.155.355.555.75e oc

j Water level

[«]3.053.043.033.023.013.002.992.982.972.972.962.962.952.942.932.932.922.922.912.912.902.902.902.892.882.862.842.822.802.782.762.742.712.692.672.642.62

Change in

Waterlevel

[ft]3.053.043.033.023.013.002.992.982.972.972.962.962.952.942.932.932.922.922.912.912.902.902.902.892.882.862.842.822.802.782.762.742.712.692.672.642.62

2.60 2.602.57 2.572.54 2.542.52 2.522.50 ! 2.502.47 2.472.45 2.452.42 2.422.40 2.402.38 2.382.35 2.352.33 2.33? 30 2.30

' \mff

^^

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 HVORSLEVs methodNorthbrook, Illinois(847)753-9900


Project: Third Site





1515153154155156157158159160161162163164165166167168169170171172173174175176177178179180181182183


[min]6.156.356.556.756.957.157.357.557.757.958.158.358.558.758.959.159.359.559.759.95

11.9513.9515.9517.9519.9521.9523.9525.9527.9529.9531.9533.9535.95

Water level

[ft]2.282.252.232.202.182.152.132.102.082.062.032.011.981.961.941.911.891.871.851.831.611.401.211.030.870.720.580.440.330.230.140.070.00

Change in

Water-level

[ft]2.282.252.232.202.182.152.132.102.082.062.032.011.981.961.941.911.891.871.851.831.611.401.211.030.870.720.580.440.330.230.140.070.00

ENVIRON International Corporation650 Dundee Road, Suite 150Northbrook, Illinois

(847) 753-9900


Slug Test No. Slug Out

ECC MW-9A

Date: 11/08/99

Project: Third Site

Page 1


Test conducted on: 1 1/30/99

C10°

10'1

I f irr2

10-3

) 100 200

^1HL_

^^

300 400

"Xi

^

icr»

- ^5

t [min]500 600 700 800

*» ""*"•

^vX^-^

.

c

*ft — —\a—

oooo

0

— * 1^ 3r^

^2lPs

tP ^

»S>

--^" .

• • • "

900

„«*

^-^— ""^^^

mf

o ECC MW-9A Slug Out

Hydraulic conductivity [ft/min): 1.83X10™5

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 HVORSLEVs methodNorthbrook. Illinois(847) 753-9900

Date: 11/08/99 Page 2

Project: Third Site


Slug Test No. Slug Out Test conducted on: 1 1/30/99

ECC MW-9A ECC MW-9A Slug Out

-


•

4

3ii

6789

10111213141516171819202122232425262728293031323334353637383940414243444546474849


[min]0.000.000.010.010.010.020.020.020.030.030.030.040.040.040.050.050.050.06 •0.060.060.070.070.070.080.080.080.090.090.090.100.100.100.110.110.110.120.120.120.130.130.130.140.140.140.150.150.150.160.16~ "•

Water level

[ft]5.605.505.505.495.465.445.435.415.435.425.405.385.375.365.365.365.365.355.365.325.325.305.305.305.295.295.295.295.285.285.285.285.285.275.275.275.275.275.265.265.265.265.265.255.255.255.255.255.24e OK

Change in

Watertevel

[ft]5.605.505.505.495.465.445.435.415.435.425.405.385.375.365.365.365.365.355.365.325.325.305.305.305.295.295.295.295.285.285.285.285.285.275.275.275.275.275.265.265.265.265.265.255.255.255.255.255.24525

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 HVORSLEVs methodNorthbrook, llhnots(847)753-9900

Date: 11/08/99 I Page 3

Project: Third Site





5525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899

*•••»


[min]0.170.170.170.180.180.180.190.190.190.200.200.200.210.210.210.220.220.220.230.230.230.240.240.240.250.250.250.260.260.260.270.270.270.280.280.280.290.290.290.300.300.300.320.340.350.370.390.400.42r\ AA

Water level

[ft]5.245.245.245.245.235.235.235.235.235.235.235.235.235.225.225.225.225.225.225.22

Change in

Watertevel

[ft]5.245.245.245.245.235.235.235.235.235.235.235.235.235.225.225.225.225.225.225.22

5.22 5.225.21 5.215.21 5.215.21 5.215.21 5.215.215.215.215.215.215.215.215.215.215.215.215.205.205.205.205.205.20

5.215.215.215.215.215.215.215.215.215.215.215.205.205.205.205.205.20

5.20 5.205.19 5.195.195.185.185.185.17K 17

5.195.185.185.185.175.17

x**?

-^^

J

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 HVORSLEVs methodNofttibrook, Ilinots(847) 753-9900

Date: 11/08/99 Page 4

Project: Third Site





101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148

| 149


[min]0.450.470.490.500.520.540.550.570.590.600.620.640.650.670.690.700.720.740.750.770.790.800.820.840.850.870.890.900.920.940.950.971.171.371.571.771.972.172.372.572.772.973.173.373.573.773.974.174.37. »_

Water level

[ft]5.175.175.165.165.165.155.155.155.155.155.145.145.145.145.145.145.135.135.135.135.135.135.125.125.125.125.125.115.115.115.115.115.095.075.065.045.035.025.015.004.994.984.974.964.954.944.934.924.92A ai

Change in

Waterlevel

[ft]5.175.175.165.165.165.155.155.155.155.155.145.145.145.145.145.145.135.135.135.135.135.135.125.125.125.125.125.115.115.115.115.115.095.075.065.045.035.025.015.004.994.984.974.964.954.944.934.924.924.91


Date: 11/08/99 Page 5

Project: Third Site





15152153154155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184185186187188189190191192193194195196197198199


[min]4.774.975.175.375.575.775.976.176.376.576.776.977.177.377.577.777.978.178.378.578.778.979.179.379.579.779.97

11.9713.9715.9717.9719.9721.9723.9725.9727.9729.9731.9733.9735.9737.9739.9741.9743.9745.9747.9749.9751.9753.97

Water level

[ft]4.904.894.884.884.864.864.854.844.844.834.824.824.814.804.794.794.784.774.774.764.754.754.744.734.724.714.704.644.584.534.474.424.384.324.284.244.194.154.114.064.023.993.953.903.873.833.793.763.72~ •">

Change in

Waterlevel

[ft]4.904.894.884.884.864.864.854.844.844.834.824.824.814.804.794.794.784.774.774.764.754.754.744.734.724.714.704.644.584.534.474.424.384.324.284.244.194.154.114.064.023.993.953.903.873.833.793.763.72*RQ

•*irr

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 1 50 HVORSLEVs methodNorthbrook, Illinois(847)753-9900

Date: 11/08/99 I Page 6

Project: Third Site





202020204205206207208209210211212213214215216217218219220221222223224225226227228229230231232233234235236237238239240241242243244245246247248249ncn


[min]57.9759.9761.9763.9765.9767.9769.9771.9773.9775.9777.9779.9781.9783.9785.9787.9789.9791.9793.9795.9797.9799.97

101.97103.97105.97107.97109.97111.97113.97115.97117.97119.97121.97123.97125.97127.97129.97131.97133.97135.97137.97139.97141.97143.97145.97147.97149.97151.97153.971«5KQ7

Water level

[ft]3.653.623.583.553.513.483.453.423.383.353.323.293.263.223.203.163.133.103.073.043.012.982.962.932.902.872.842.812.792.762.742.712.692.672.642.622.602.582.552.532.512.492.462.432.412.392.382.352.332.40

Change in

Waterievel

[ft]3.653.623.583.553.513.483.453.423.383.353.323.293.263.223.203.163.133.103.073.043.012.982.962.932.902.872.842.812.792.762.742.712.692.672.642.622.602.582.552.532.512.492.462.432.412.392.382.352.332.40

I

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 1 50 HVORSLEVs methodNorthbrook, Ilinois

(847)753-9900

Date: 11/08/99 Page?

Project: Third Site





25252253254255256257258259260261262263264265266267268269270271272273274275276277278279280281282283284285286287288289290291292293294295296297298299


[min]157.97159.97161.97163.97165.97167.97169.97171.97173.97175.97177.97179.97181.97183.97185.97187.97189.97191.97193.97195.97197.97199.97201.97203.97205.97207.97209.97211.97213.97215.97217.97219.97221.97223.97225.97227.97229.97231.97233.97235.97237.97239.97241.97243.97245.97247.97249.97251.97253.97*>ee r\-j

Water level

[ft]2.282.252.232.202.192.172.142.122.102.072.052.032.011.981.961.941.921.901.881.851.831.811.79

Change in

Watertevel

[ft]2.282.252.232.202.192.172.142.122.102.072.052.032.011.981.961.941.921.901.881.851.831.811.79

1.77 1.771.75 1.751.74 1.741.72 1.721.70 1.701.68 1.681.66 1.661.64 1.641.63 1.631.61 1.611.59 1.591.57 1.571.56 1.561.54 1.541.52 1.521.50 1.501.49 1.491.47 1.471.46 1.461.44 1.441.42 1.421.41 1.411.39 1.391.37 1.371.36 1.361.34 1.341 r* 1.33

•*^

*~&K?

1ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 HVORSLEVs methodNorthbrook, Illinois(847)753-9900

Date: 11/08/99 Page 8

Project: Third Site





3030303304305306307308309310311312313314315316317318319320321322323324325326327328329330331332333334335336337338339340341342343344345346347348349•3 en


[min]257.97259.97261.97263.97265.97267.97269.97271.97273.97275.97277.97279.97281.97283.97285.97287.97289.97291.97293.97295.97297.97299.97301.97303.97305.97307.97309.97311.97313.97315.97317.97319.97321.97323.97325.97327.97329.97331.97333.97335.97337.97339.97341.97343.97345.97347.97349.97351.97353.973«W Q7

Water level

[ft]1.311.301.281.271.251.241.221.211.201.181.171.151.141.131.111.101.091.081.061.051.041.021.011.000.990.970.960.950.940.930.910.900.890.880.860.850.840.830.820.810.800.790.780.770.760.740.730.730.720.70

Change in

Watertevel

[ft]1.311.301.281.271.251.241.221.211.201.181.171.151.141.131.111.101.091.081.061.051.041.021.011.000.990.970.960.950.940.930.910.900.890.880.860.850.840.830.820.810.800.790.780.770.760.740.730.730.720.70

1

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 1 50 HVORSLEVs methodNorthbrook. Illinois(847) 753-9900

Date: 11/08/99 Page 9

Project: Third Site


Slug Test No. Slug Out Test conducted on: 11/30/99



3535353354355356357358359360361362363364365366367368369370371372373374375376377378379380381382383384385386387388389390391392393394395396397398399


[min]357.97359.97361.97363.97365.97367.97369.97371.97373.97375.97377.97379.97381.97383.97385.97387.97389.97391.97393.97395.97397.97399.97401.97403.97405.97407.97409.97411.97413.97415.97417.97419.97421.97423.97425.97427.97429.97431.97433.97435.97437.97439.97441.97443.97445.97447.97449.97451.97453.97

Water level

[ft]0.690.680.670.660.650.650.640.630.620.610.600.590.580.570.560.550.540.530.520.520.510.500.490.480.470.470.460.450.44

Change inWaterievel

[ft]0.690.680.670.660.650.650.640.630.620.610.600.590.580.570.560.550.540.530.520.520.510.500.490.480.470.470.460.450.44

0.43 0.430.43 0.430.42 0.420.410.400.400.390.380.370.370.360.360.350.340.330.330.320.310.300.30- — ~

0.410.400.400.390.380.370.370.360.360.350.340.330.330.320.310.300.30noo.

>-*

\»f

I

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 HVORSLEVs methodNorthbrook. Ilinois(847)753-9900

Date: 11/08/99 Page 10

Project: Third Site





40402403404405406407408409410411412413414415416417418419420421422423424425426427428429430431432433434435436437438439440441442443444445446447448449


[min]457.97459.97461.97463.97465.97467.97469.97471.97473.97475.97477.97479.97481.97483.97485.97487.97489.97491.97493.97495.97497.97499.97501.97503.97505.97

h 507.97509.97511.97513.97515.97517.97519.97521.97523.97525.97527.97529.97531.97533.97535.97537.97539.97541.97543.97545.97547.97549.97551.97553.97

Water level

[ft]0.280.280.270.270.260.250.250.240.230.230.220.210.210.210.200.190.190.180.180.170.160.160.150.150.140.140.140.130.130.120.120.110.110.100.100.090.090.090.080.080.070.070.060.060.050.050.050.040.04n no

Change inWaterlevel

[ft]0.280.280.270.270.260.250.250.240.230.230.220.210.210.210.200.190.190.180.180.170.160.160.150.150.140.140.140.130.130.120.120.110.110.100.100.090.090.090.080.080.070.070.060.060.050.050.050.040.04003

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 HVORSLEVs methodNorthbrook. Illinois(847)753-9900

Slug Test No. Slug Out Tes

ECC MW-9A ECC

Date: 11/08/99 Page 11

Project: Third Site


t conducted on: 1 1/30/99

; MW-9A Slug Out


45452453454455456457458459460461462463464465466467468469470471472473474475476477478479480481482483484485486487488489490491492493494495496497498499


[min]557.97559.97561.97563.97565.97567.97569.97571.97573.97575.97577.97579.97581.97583.97585.97587.97589.97591.97593.97595.97597.97599.97601.97603.97605.97607.97609.97611.97613.97615.97617.97619.97621.97623.97625.97627.97629.97631.97633.97635.97637.97639.97641.97643.97645.97647.97649.97651.97653.97

Water level

[ft]0.030.030.020.020.020.010.01

-0.000.040.040.060.060.070.060.060.080.060.070.080.090.090.090.080.090.080.080.080.090.140.140.140.140.150.140.150.160.160.180.190.170.180.180.180.180.200.190.240.270.27n OR

Change inWaterievel

[ft]0.030.030.020.020.020.010.01

-0.000.040.040.060.060.070.060.060.080.060.070.080.090.090.090.080.090.080.080.080.090.140.140.140.140.150.140.150.160.160.180.190.170.180.180.180.180.200.190.240.270.270.26

TU**

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 HVORSLEVs methodNorthbrook. Illinois

(847)753-9900

Date: 11/08/99 Page 12

Project: Third Site



ECCMW-9A ECC MW-9A Slug Out


50502503504505506507508509510511512513514515516517518519520521522523524525526527528529530531532533534535536537538539540541542543544545546547548549


[min]657.97659.97661.97663.97665.97667.97669.97671.97673.97675.97677.97679.97681.97683.97685.97687.97689.97691.97693.97695.97697.97699.97701.97703.97705.97707.97709.97711.97713.97715.97717.97719.97721.97723.97725.97727.97729.97731.97733.97735.97737.97

739.97741.97743.97745.97747.97749.97751.97753.97

Water level

[ft]0.270.280.290.290.300.290.300.310.310.310.320.320.320.340.360.320.360.380.420.340.380.400.400.380.390.400.400.390.400.410.410.400.410.390.420.400.420.410.420.410.410.410.410.410.420.430.410.440.42- -**

Change in

Waterievel

[ft]0.270.280.290.290.300.290.300.310.310.310.320.320.320.340.360.320.360.380.420.340.380.400.400.380.390.400.400.390.400.410.410.400.410.390.420.400.420.410.420.410.410.410.410.410.420.430.410.440.42n AI

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 HVORSLEVs methodNorthbrook, Illinois

(847)753-9900

Date: 11/08/99 Page 13

Project: Third Site





551552553554555556557558559560561562563564565566567568569570571572573574575576577578579580581582583584585586587588589590591592593594595596597598599

i ~>*«t


[min]757.97759.97761.97763.97765.97767.97769.97771.97773.97775.97777.97779.97781.97783.97785.97787.97789.97791.97793.97795.97797.97799.97801.97803.97805.97807.97809.97811.97813.97815.97817.97819.97821.97823.97825.97827.97829.97831.97833.97835.97837.97839.97841.97843.97845.97847.97849.97851.97853.97OCR 07

Water level

[ft]0.440.420.510.490.490.410.520.500.410.410.420.420.490.510.480.520.430.430.490.450.510.510.470.430.510.510.520.500.490.520.520.500.530.500.510.540.540.490.520.540.540.540.530.560.550.550.580.600.59n.«V7

Change in

Waterievel

[ft]0.440.420.510.490.490.410.520.500.410.410.420.420.490.510.480.520.430.430.490.450.510.510.470.430.510.510.520.500.490.520.520.500.530.500.510.540.540.490.520.540.540.540.530.560.550.550.580.600.590.57

^^

iHvtfT


Date: 11/08/99 Page 14

Project: Third Site





6060603604605606607608609610611612613


[min]857.97859.97861.97863.97865.97867.97869.97871.97873.97875.97877.97879.97881.97

Water level

[ft]0.560.580.560.630.620.590.600.620.650.580.610.590.63

Change in

Waterlevel

[ft]0.560.580.560.630.620.590.600.620.650.580.610.590.63


Northbrook, Illinois

(847)753-9900


slug/bail test analysisHVORSLEVs methw

ECCMW-15

0 2 44nO 9 ' '10 fi

1n-l|

1~

i

1

*0

1 10'2

10-3

.

OOOOOOl

' *

6 8

J

OO

*•

10"4

•aww^rto

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c

iDate: 12/08/99

Project: Third Site

Pagel


Test conducted on: 12/02/99

t [min]10 12

ooo

uuuuu

14 16 18

>•*»

, ECCMW-15 Slug In

Hydraulic conductivity [ft/min]: 9.49 x 10'2

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 1 50 HVORSLEVs methodNorthbrook. IBinois

(847)753-9900

Date: 12/08/99 Page 2

Project: Third Site


Slug Test No. Slug In Test conducted on: 1 2/02/99

ECC MW-1 5 ECC MW-1 5 Slug In


i34i

6'

89

10111213141516171819202122232425262728293031323334353637383940414243444546474849—


[min]0.000.000.010.010.010.020.020.020.030.030.030.040.040.040.050.050.050.060.060.060.070.070.070.080.080.080.090.090.090.100.100.100.110.110.110.120.120.120.130.130.130.140.140.140.150.150.150.160.16n <ic

I Water level

[ft]3.913.733.312.832.392.142.021.921.751.531.110.800.780.850.920.940.950.950.940.930.900.870.830.800.760.720.690.650.630.600.560.530.490.450.400.360.320.290.260.240.220.210.190.190.180.170.170.160.16n 1*

Change in

Waterievel

[ft]3.913.733.312.832.392.142.021.921.751.531.110.800.780.850.920.940.950.950.940.930.900.870.830.800.760.720.690.650.630.600.560.530.490.450.400.360.320.290.260.240.220.210.190.190.180.170.170.160.160.15


(847)753-9900

Date: 12/08/99 Page 3

Project: Third Site





51525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899

<nn


[min]0.170.170.170.180.180.180.190.190.190.200.200.200.210.210.210.220.220.220.230.230.230.240.240.240.250.250.250.260.260.280.290.310.330.340.360.380.390.410.430.440.460.480.490.510.530.540.560.580.59nfii

Water level

[ft]0.150.150.140.140.130.130.130.130.130.120.120.120.110.110.110.110.110.100.100.100.100.090.090.090.09

Change in

Waterlevel

[ft]0.150.150.140.140.130.130.130.130.130.120.120.120.110.110.110.110.110.100.100.100.100.090.090.090.09

0.09 0.090.09 0.090.08 0.080.08 0.080.080.070.070.070.070.060.060.060.060.060.060.060.050.050.050.050.050.050.050.050.05

0.080.070.070.070.070.060.060.060.060.060.060.060.050.050.050.050.050.050.050.050.05

•***r


Northbrook. Illinois(847)753-9900


Date: 12/08/99 Page 4

Project: Third Site



ECC MW-15 ECC MW-15 Slug In


10102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149

1 irn


[min]0.630.640.660.680.690.710.730.740.760.780.790.810.830.840.860.880.890.910.931.131.331.531.731.932.132.332.532.732.933.133.333.533.733.934.134.334.534.734.935.135.335.535.735.936.136.336.536.736.937 17

Water level

[ft]0.050.040.040.040.040.040.040.040.040.040.040.040.040.040.040.040.040.040.040.040.040.040.030.030.030.030.030.030.030.030.030.030.030.030.030.030.030.030.030.030.030.020.020.020.020.020.020.020.02002

Change in

Waterievei

[ft]0.050.040.040.040.040.040.040.040.040.040.040.040.040.040.040.040.040.040.040.040.040.040.03

,_ 0.030.030.030.030.030.030.030.030.030.030.030.030.030.030.030.030.030.030.020.020.020.020.020.020.020.020.02

!

I

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 HVORSLEVs methodNorthbrook, Hmois

(847) 753-9900

Date: 12/08/99 Page 5

Project: Third Site





15152153154155156157158159160161162163164165


[min]7.337.537.737.938.138.338.538.738.939.139.339.539.739.93

11.93

Water level

[ft]0.010.010.010.010.010.010.010.000.000.000.000.000.000.000.00

Change in

Watertevel

[ft]0.010.010.010.010.010.010.010.000.000.000.000.000.000.000.00

^•0*

. ^^f

ENVIRON International Corporation650 Dundee Road, Suite 150Northbrook. Illinois(847) 753-9900


Date: 12/08/99 Pagel

Project: Third Site



ECC MW-15

10°12

t [min]15 18 21 24 27

10-

10-2

OQgQO O COCO

10-

o ECC MW-15 Slug Out

Hydraulic conductivity [ft/min]: 7.68 x 10"2

i


Date: 12/08/99 Page 2

Project: Third Site



ECC MW-1 5 ECC MW-1 5 Slug Out


23456

89

10111213141516171819202122232425262728293031323334353637383940414243444546474849


fmin]0.000.000.010.010.010.020.020.020.030.030.030.040.040.040.050.050.050.060.060.060.070.070.070.080.080.080.090.090.090.100.100.100.110.110.110.120.120.120.130.130.130.140.140.140.150.150.150.160.16- - -

Water level

[ft]3.723.523.273.042.822.632.442.282.111.981.851.731.611.501.421.301.221.161.101.030.960.910.860.810.770.720.680.640.630.580.550.530.520.480.460.430.410.400.370.350.330.330.310.300.280.270.250.240.24n 11

Change in

Waterlevel

[ft]3.723.523.273.042.822.632.442.282.111.981.851.731.611.501.421.301.221.161.101.030.960.910.860.810.770.720.680.640.630.580.550.530.520.480.460.430.410.400.370.350.330.330.310.300.280.270.250.240.24073

^gyr

>*ir

1ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 1 50 HVORSLEVs methodNorthbrook, Illinois(847) 753-9900

Date: 12/08/99 Page 3

Project: Third Site



ECCMW-15 ECC MW-1 5 Slug Out


5152535455565758596061626364656667686970717273747576777879

I 8081828384858687888990919293949596979899

* «•»/•»


[min]0.170.170.170.180.180.180.190.190.190.200.200.200.210.210.210.220.220.220.230.230.230.240.240.240.250.250.250.260.260.260.270.270.270.280.280.280.290.290.290.310.330.340.360.380.390.410.430.440.46

Water level

[ft]0.210.210.200.200.180.180.180.170.170.170.170.150.150.140.140.140.130.130.130.130.120.120.120.110.110.110.100.110.110.090.090.100.090.090.090.090.090.090.090.080.070.07

0.070.060.060.060.060.050.05

n >"» n flfi

Change in

Waterievel

[ft]0.210.210.200.200.180.180.180.170.170.170.170.150.150.140.140.140.130.130.130.130.120.120.120.110.110.110.100.110.110.090.090.100.090.090.090.090.090.090.090.080.070.070.070.060.060.060.060.050.050.05

I


Date: 12/08/99 Page 4

Project: Third Site





10102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149'en


[min]

0.49

0.510.530.54

0.560.58

0.590.610.630.64

0.660.680.690.710.730.74

0.760.780.79

0.810.830.840.86

0.880.89

0.910.93

0.94

0.961.161.36

1.56

1.76

1.96

2.16

2.36

2.56

2.76

2.96

3.16

3.36

3.56

3.76

3.96

4.164.36

4.56

4.764.96<; 1R

Water level

[ft]0.05

0.05

0.050.04

0.040.040.040.040.04

0.040.04

0.040.040.040.04

0.040.04

0.040.04

0.040.030.030.03

0.030.03

0.030.03

0.030.03

0.030.03

0.02

0.03

Change in

Waterievel

[ft]0.050.050.050.040.040.040.040.040.040.040.040.040.040.040.040.040.040.040.040.040.030.030.030.030.030.030.030.030.030.030.030.020.03

0.02 ) 0.020.02

0.02

0.02

0.02

0.02

0.02

0.02

0.02

0.02

0.02

0.020.02

0.02

0.020.02

0.02

0.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.02

>«*•

^^

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 HVORSLEVs methodNorthbrook. Illinois(847)753-9900

Date: 12/08/99 Page 5

Project: Third Site



ECCMW-15 ECC MW-1 5 Slug Out


15152153154155156157158159160

1 161162163164165166167168169170171

I 172I 173

174175176177178179180


[min]5.365.565.765.966.166.366.566.766.967.167.367.567.767.968.168.368.568.768.969.169.369.569.769.96

11.9613.9615.9617.9619.9621.96

Water level

[ft]0.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.010.000.010.010.010.00

Change in

Waterievel

[ft]0.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.010.000.010.010.010.00


(847)753-9900


Date: 12/08/99

Project: Third Site



ECC MW-17

oi

ID'2

10-3

12t [min]15 18 21 24 27

-o 1.1.11,1 ronrro-o

o o o c

o ECC MW-17 Slug In

Hydraulic conductivity [ft/min]: 8.45 x 10~3


(847) 753-9900

Date: 12/08/99 Page 2

Project: Third Site





•

itii

6"

89

10111213141516171819202122232425262728293031323334353637383940414243444546474849•••>


[min]0.000.000.010.010.010.020.020.020.030.030.030.040.040.040.050.050.050.060.060.060.070.070.070.080.080.080.090.090.090.100.100.100.110.110.110.120.120.120.130.130.130.140.140.140.150.150.150.160.16n in

Water level

[ft]2.201.971.601.581.691.491.451.591.601.511.491.421.491.531.471.110.710.780.850.900.810.550.620.52

L 0.560.840.690.590.510.460.430.420.420.420.420.430.430.430.430.430.430.420.420.410.400.400.390.390.380.36

Change inWaterlevel

[ft]2.201.971.601.581.691.491.451.591.601.511.491.421.491.531.471.110.710.780.850.900.810.550.620.520.560.840.690.590.510.460.430.420.420.420.420.430.430.430.430.430.430.420.420.410.400.400.390.390.380.36

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 1 50 HVORSLEVs methodNorthbrook, Illinois(847) 753-9900

Date: 12/08/99 Page 3

Project: Third Site





5525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899

</in


[min]0.190.210.230.240.260.280.290.310.330.340.360.380.390.410.430.440.460.480.490.510.530.540.560.580.590.610.630.640.660.680.690.710.730.740.760.780.790.810.831.031.231.431.631.832.032.232.432.632.833fW

Water level

[ft]0.350.330.320.300.290.280.270.260.250.240.230.220.220.210.200.200.190.190.180.180.170.170.170.160.160.150.150.150.140.140.140.130.130.130.130.130.120.120.120.090.070.060.050.050.040.040.040.030.030.03

Change in

Watertevel

[ft]0.350.330.320.300.290.280.270.260.250.240.230.220.220.210.200.200.190.190.180.180.170.170.170.160.160.150.150.150.140.140.140.130.130.130.130.130.120.120.120.090.070.060.050.050.040.040.040.030.030.03

•s»x

•+**

'j

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 HVORSLEVs methodNorthbrook. Illinois

(847)753-9900

Date: 12/08/99 I Page 4

Project: Third Site





10102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144


[min]3.233.433.633.834.034.234.434.634.835.035.235.435.635.836.036.236.436.636.837.037.237.437.637.838.038.238.438.638.839.039.239.439.639.83

11.8313.8315.8317.8319.8321.8323.8325.83

27.8329.83

I Water level

[ft]0.030.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.010.020.020.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.000.000.000.000.00

0.000.00

Change in

Waterlevel

[ft]0.030.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.010.020.020.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.000.000.000.000.000.000.00


Northbrook. Illinois

(847)753-9900


Date: 12/08/99 Page 1

Project: Third Site



ECC MW-17

]

10'

10-

10*

t [min]10 12 14 16 18

oo oooooooooo oooooo o

, ECC MW-17 Slug Out

Hydraulic conductivity [ft/min]: 4.25 x 10"3

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 HVORSLEVs methodNorthbrook, Ilinois(847) 753-9900

Date: 12/06799 I Page 2

Project: Third Site





*34i

6"

89

10111213141516171819202122232425262728293031323334353637383940414243444546474849«i


[min]0.000.000.010.010.010.020.020.020.030.030.030.040.040.040.050.050.050.060.060.060.070.070.070.080.080.080.090.090.090.100.100.100.110.110.110.120.120.120.130.130.130.140.140.140.150.150.150.160.160.16

Water level

[ft]2.352.332.252.122.031.911.811.731.661.571.481.441.381.301.261.201.161.111.071.050.990.960.930.900.880.850.810.800.780.760.730.730.700.690.680.670.680.640.620.610.570.600.560.560.540.540.520.520.510.50

Change in

Waterievel

[ft]2.352.332.252.122.031.911.811.731.661.571.481.441.381.301.261.201.161.111.071.050.990.960.930.900.880.850.810.800.780.760.730.730.700.690.680.670.680.640.620.610.570.60

0.560.560.540.540.520.520.510.50

I

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 1 50 HVORSLEVs methodNorthbrook, Illinois(847) 753-9900

Date: 12/08/99 Page 3

Project: Third Site





51525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899

t r*r\


[min]0.170.170.170.180.180.180.190.190.190.200.200.200.210.210.210.220.220.220.230.230.230.240.240.240.250.260.280.300.310.330.350.360.380.400.410.430.450.460.480.500.510.530.550.560.580.600.610.630.65nee

Water level

[ft]0.490.490.480.470.460.460.450.450.440.430.430.420.420.410.410.400.400.390.390.380.380.380.370.370.360.350.330.310.300.280.270.260.250.240.240.230.220.210.210.200.190.190.190.180.180.170.170.16

Change in

Waterlevel

[ft]0.490.490.480.470.460.460.450.450.440.430.430.420.420.410.410.400.400.390.390.380.380.380.370.370.360.350.330.310.300.280.270.260.250.240.240.230.220.210.210.200.190.190.190.180.180.170.170.16

0.16 I 0.16015 0.15

**r

•+*&>

1ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 HVORSLEVs methodNorthbrook, Illinois

(847)753-9900

Date: 12/08/99 Page 4

Project: Third Site



ECC MW-17 ECC MW-17 Slug Out


101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149

-


[min]0.680.700.710.730.750.760.780.800.810.830.850.860.880.900.911.111.311.511.711.912.112.312.51 j2.712.913.113.313.513.713.914.114.314.514.714.915.115.315.515.715.916.11

6.316.516.716.917.117.317.517.71~t r\*

Water level

m0.150.150.140.140.140.130.130.130.130.120.120.120.120.120.110.080.070.060.050.040.040.030.030.020.020.020.020.010.010.010.010.010.010.010.010.010.010.010.000.000.000.000.000.000.000.000.000.000.00nnn

Change in

Waterievel

[ft]0.150.150.140.140.140.130.130.130.130.120.120.120.120.120.110.080.070.060.050.040.040.030.030.020.020.020.020.010.010.010.010.010.010.010.010.010.010.010.000.000.000.000.000.000.000.000.000.000.000.00

3


(847) 753-9900

Date: 12/08/99 Page 5

Project: Third Site





15152153154155156157158159160161162


[min]8.118.318.518.718.919.119.319.519.719.91

11.9113.91

Water level

[ft]0.000.000.000.000.000.000.000.000.000.000.000.00

Change inWaterlevel

[ft]0.000.000.000.000.000.000.000.000.000.000.000.00

1*-r

x.


Northbrook, Illinois(847) 753-9900


Date: 12/10/99 Page 1

Project: Third Site



ECC MW-19A

0

10° £

t [min]10 12 14 16 18

10'1

io-2

10-=ECC MW-19A Slug In



Date: 12/10/99 Page 2

Project: Third Site



ECC MW-1 9A ECC MW-1 9A Slug In


25t[6i89

10111213141516171819202122232425262728293031323334353637383940414243444546474849


[min]0.000.000.010.010.010.020.020.020.030.030.030.040.040.040.050.050.050.060.060.060.070.070.070.080.080.080.090.090.090.100.100.100.110.110.110.120.120.120.130.130.130.140.140.140.150.150.150.160.16t\ 4 f\

Water level

[ft]2.731.811.121.261.401.481.261.311.241.200.56

-0.250.620.600.530.520.510.500.490.480.480.470.460.460.450.450.450.440.440.430.430.430.410.410.400.380.380.380.360.360.360.230.230.23

Change in

Watertevel

[ft]2.731.811.121.261.401.481.261.311.241.200.56

-0.250.620.600.530.520.510.500.490.480.480.470.460.460.450.450.450.440.440.430.430.430.410.410.400.380.380.380.360.360.360.230.230.23

0.23 0.230.23 j 0.230.23 0.230.230.23

0.230.23

n o-* o.23

^r

"***

!

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 1 50 HVORSLEVs methodNorthbrook, Illinois

(847) 753-9900

Date: 12/10/99 Page 3

Project: Third Site





5525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899


[min]0.170.170.170.180.180.180.190.190.190.200.200.200.210.210.210.220.220.220.230.230.230.240.240.240.250.250.250.260.260.260.270.270.270.280.290.310.330.340.360.380.39

0.410.430.440.460.480.490.510.53- - '

Water level

[ft]0.230.230.210.220.220.220.220.190.190.190.190.190.190.190.190.190.190.190.110.120.120.120.000.010.010.010.010.010.020.020.020.020.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.01r\rn

Change in

Watertevel

[ft]0.230.230.210.220.220.220.220.190.190.190.190.190.190.190.190.190.190.190.110.120.120.120.000.010.010.010.010.010.020.020.020.020.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.01


Date: 12/10/99 Page 4

Project: Third Site





10102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149•""*


[min]0.560.580.590.610.630.640.660.680.690.710.730.740.760.780.790.810.830.840.860.880.890.910.930.941.141.341.541.741.942.142.342.542.742.943.143.343.543.743.944.144.344.544.744.945.145.345.545.745.94e *A

Water level

[ft]0.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.030.030.030.030.03nna

Change in

Watertevel

[ft]0.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.020.030.030.030.030.030.03

lfc**rf*

S*l"'r

1


Date: 12/10/99 Page 5

Project: Third Site





15152153154155156157.158159160161162163164165166167168169170171172


[min]6.346.546.746.947.147.347.547.747.948.148.348.548.748.949.149.349.549.749.94

11.94 '13.9415.94

Water level

[ft]0.030.030.030.030.030.030.030.030.030.030.030.030.030.030.030.040.040.040.040.040.040.04

Change in

Waterlevel

[ft]0.030.030.030.030.030.030.030.030.030.030.030.030.030.030.030.040.040.040.040.040.040.04


(847) 753-9900


Date: 12/01/99 Page 1

Project: Third Site



ECC MW-19A

t [min]5

10'1

ID"3ECC MW-19A Slug Out

Hydraulic conductivity [ft/min]: 2.14 x 10~2


Date: 12/01/99 Page 2

Project: Third Site



ECC MW-1 9A ECC MW-1 9A Slug Out


•

>*

4i

6"

89

10111213141516171819202122232425262728293031323334353637383940414243444546474849-"


[min]0.000.000.010.010.010.020.020.020.030.030.030.040.040.040.050.050.050.060.060.060.070,070.070.080.080.080.090.090.090.100.100.100.110.110.110.120.120.120.130.130.130.140.140.140.150.150.150.160.16n 1C

Water level

[ft]1.190.960.940.930.930.920.920.920.920.920.920.920.920.920.920.920.910.910.910.910.910.910. 10.910.910.910.910.900.900.900.900.900.900.900.900.900.900.900.900.900.900.900.890.890.890.890.890.890.890.89

Change in

Waterlevel

[ft]1.190.960.940.930.930.920.920.920.920.920.920.920.920.920.920.920.910.910.910.910.910.910.910.910.910.910.910.900.900.900.900.900.900.900.900.900.900.900.900.900.900.900.890.890.890.890.890.890.890.89

1


Date: 12/01/99 Page 3

Project: Third Site





5525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899. ~A


[min]0.170.170.170.180.180.180.190.190.190.200.200.200.210.210.210.220.220.220.230.230.230.240.240.240.250.250.250.260.260.260.270.270.270.280.280.280.290.290.290.300.300.300.310.310.310.320.320.320.33n IK

Water level

[ft]0.890.880.880.880.880.880.880.860.800.800.800.800.800.800.800.800.780.780.780.780.780.750.750.750.750.750.750.740.740.740.740.730.710.710.710.710.700.700.700.700.690.680.680.680.670.670.670.660.66nfiR

Change in

Waterievel

[ft]0.890.880.880.880.880.880.880.860.800.800.800.800.800.800.800.800.780.780.780.780.780.750.750.750.750.750.750.740.740.740.740.730.710.710.710.710.700.700.700.700.690.680.680.680.670.670.670.660.660.65

MMT

~**r

JENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 1 50 HVORSLEVs methodNorthbrook. Illinois(847)753-9900

Date: 12/01/99 I Page 4

Project: Third Site





101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149•""**


[min]0.360.380.390.410.430.440.460.480.490.510.530.540.560.580.590.610.630.640.660.680.690.710.730.740.760.780.790.810.830.840.860.880.890.910.930.940.960.980.991.191.391.591.791.992.192.392.592.792.99•» 10

Water level

[ft]0.620.620.600.590.590.580.570.560.560.560.550.540.540.540.530.530.520.520.510.510.510.500.500.490.490.490.480.480.480.470.470.460.460.460.450.450.450.440.440.390.360.330.290.270.240.220.200.180.17015

Change in

Waterievel

[ft]0.620.620.600.590.590.580.570.560.560.560.550.540.540.540.530.530.520.520.510.510.510.500.500.490.490.490.480.480.480.470.470.460.460.460.450.450.450.440.440.390.360.330.290.270.240.220.200.180.170.15

3


Date: 12/01/99 Page 5

Project: Third Site





15152153154155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184


[min]3.393.593.793.994.194.394.594.794.995.195.395.595.795.996.196.396.596.796.997.197.397.597.797.998.198.398.598.798.999.199.399.599.799.99

Water level

[ft]0.140.120.110.100.090.080.070.070.060.050.050.040.040.040.030.030.030.020.020.020.020.010.010.010.010.010.010.010.010.000.000.000.000.00

Change in

Waterlevel

[ft]0.140.120.110.100.090.080.070.070.060.050.050.040.040.040.030.030.030.020.020.020.020.010.010.010.010.010.010.010.010.000.000.000.000.00

"""*'

••**>


Northbrook. Illinois(847) 753-9900



Project: Third Site



ECC MW-19B

t [min]10 12 14 16 18

io-2

\ ooo

10-

\\

ECC MW-19B Slug In

Hydraulic conductivity [ft/minj: 3.42 x 10"3


Date: 12/10/99 I Page 2

Project: Third Site



ECC MW-1 9B ECC MW-1 9B Slug In


4

45i

78i

1011121314151617181920212223242526272829303132333435363738394041424344454647484950


[min]0.000.000.010.010.010.020.020.020.030.030.030.040.040.040.050.050.050.060.060.060.070.070.070.080.080.080.090.090.090.100.100.100.110.110.110.120.120.120.130.130.130.140.140.140.150.150.150.160.160.16

Water level

[ft]5.695.605.184.704.564.784.643.973.683.774.284.955.325.405.325.134.904.624.384.214.194.244.394.724.674.193.773.703.904.224.414.344.214.114.084.114.164.204.204.174.144.114.104.094.104.104.094.084.074.05

Change in

Waterievel

[ft]5.695.605.184.704.564.784.643.973.683.774.284.955.325.405.325.134.904.624.384.214.194.244.394.724.674.193.773.703.904.224.414.344.214.114.084.114.164.204.204.174.144.114.104.094.104.104.094.084.074.05

^tf

^^


Date: 12/10/99 I Page 3

Project: Third Site



ECC MW-1 9B ECC MW-1 9B Slug In


5525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899

I ..»>.


[min]0.170.170.170.180.180.180.190.190.190.200.200.200.210.210.210.230.250.260.280.300.310.330.350.360.380.400.410.430.450.460.480.500.510.530.550.560.580.600.610.630.650.660.680.700.710.730.750.760.78n an

Water level

[ft]4.044.034.034.024.014.003.993.993.973.973.963.953.943.933.923.883.843.803.753.713.673.633.593.563.523.483.443.413.373.343.303.273.233.203.173.133.103.073.043.012.982.952.922.892.862.832.802.772.74979

Change in

Waterlevel

[ft]4.044.034.034.024.014.003.993.993.973.973.963.953.943.933.923.883.843.803.753.713.673.633.593.563.523.483.443.413.373.343.303.273.233.203.173.133.103.073.043.012.982.952.922.892.862.832.802.772.742.72

I


Date: 12/10/99 Page 4

Project: Third Site



ECCMW-19B ECC MW-1 9B Slug In


101021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421431441451461471481491W1


[min]0.810.830.850.860.881.081.281.481.681.882.082.282.482.682.883.083.283.483.683.884.084.284.484.684.885.085.285.485.685.886.086.286.486.686.887.087.287.487.687.888.088.288.488.688.889.089.289.489.689.88

Water level

[ft]2.692.662.632.612.582.001.541.220.980.790.640.520.420.340.280.220.180.150.120.10

Change in

Waterievel

[ft]2.692.662.632.612.582.001.541.220.980.790.640.520.420.340.280.220.180.150.120.10

0.09 0.090.07 0.070.06 0.060.05 0.050.04 0.040.04 0.040.03 0.030.03 0.030.02 0.020.02 0.020.02 0.020.020.010.010.010.010.010.010.000.010.000.000.000.000.000.000.000.000.000.00

0.020.010.010.010.010.010.010.000.010.000.000.000.000.000.000.000.000.000.00

•*«*'

*«•"

I


Date: 12/10/99 Page 5

Project: Third Site



ECC MW-19B ECC MW-19B Slug In


15


[min]11.88

Water level

[ft]0.00

Change in

Waterievel

[ft]0.00


Northbrook. Illinois(847)753-9900



ECC MW-1 9B

Date: 12/10/99

Project: Third Site

Page 1



C

10°

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0

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14 16 18

•W

10'ECC MW-19B Slug Out

Hydraulic conductivity [ft/min]: 2.19 x


Date: 12/10/99 Page 2

Project: Third Site



ECC MW-1 9B ECC MW-1 9B Slug Out


•

23ti

6i

89

10111213141516171819202122232425262728293031323334353637383940414243444546474849*•**


[min]0.000.000.010.010.010.020.020.020.030.030.030.040.040.040.050.050.050.060.060.060.070.070.070.080.080.080.090.090.090.100.100.100.110.110.110.120.120.120.130.130.130.140.140.140.150.150.150.160.16n ie

Water level

[ft]4.964.634.584.604.534.524.504.554.474.494.464.454.444.414.424.404.384.364.344.344.334.314.314.294.294.274.264.254.244.244.224.214.204.194.184.174.174.154.154.134.144.114.104.104.094.084.074.064.0540.5

Change in

Waterievel

[ft]4.964.634.584.604.534.524.504.554.474.494.464.454.444.414.424.404.384.364.344.344.334.314.314.294.294.274.264.254.244.244.224.214.204.194.184.174.174.154.154.134.144.114.104.104.094.084.074.064.054.05


Date: 12/10/99 I Page 3

Project: Third Site



ECCMW-19B ECC MW-1 9B Slug Out


5525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899

inn


[min]0.170.170.170.180.180.180.190.190.190.200.200.200.210.210.210.220.220.220.230.230.230.240.240.240.250.250.250.260.260.260.270.270.270.280.280.280.290.290.290.300.300.300.320.340.350.370.390.400.420.44

Water level

[ft]4.034.034.024.014.003.993.993.983.973.963.953.953.943.933.923.913.913.903.893.883.883.873.863.853.853.843.833.823.823.813.803.793.783.783.773.763.763.753.743.733.733.723.683.643.603.563.523.483.453.41

Change in

Waterlevel

[ft]4.034.034.024.014.003.993.993.983.973.963.953.953.943.933.923.913.913.903.893.883.883.873.863.853.853.843.833.823.823.813.803.793.783.783.773.763.763.753.743.733.733.723.683.643.603.563.523.483.453.41

•**r-


Date: 12/10/99 Page 4

Project: Third Site



ECCMW-19B ECC MW-19B Slug Out


101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141

I 142| 143

1441451461471481494 en


[min]0.450.470.490.500.520.540.550.570.590.600.620.640.650.670.690.700.720.740.750.770.790.800.820.840.850.870.890.900.920.940.950.971.171.371.571.771.972.172.372.572.772.973.173.373.573.773.974.174.37AK7

Water level

[ft]3.373.343.303.273.233.203.173.133.103.073.033.002.972.942.912.882.852.822.792.772.742.712.682.652.632.602.572.542.522.492.472.442.091.841.621.431.261.110.980.860.760.68

0.600.530.470.420.370.330.290.26

Change in

Waterievel

[ft]3.373.343.303.273.233.203.173.133.103.073.033.002.972.942.912.882.852.822.792.772.742.712.682.652.632.602.572.542.522.492.472.442.091.841.621.431.261.110.980.860.760.680.600.530.470.420.370.330.290.26

1J


Date: 12/10/99 Page 5

Project: Third Site



ECC MW-1 9B ECC MW-1 9B Slug Out


15152153154155156157158159160161162163164165166167168169170171172173174175176177178


[min]4.774.975.175.375.575.775.976.176.376.576.776.977.177.377.577.777.978.178.378.578.77

' 8.979.179.379.579.779.97

11.97

Water level

[ft]0.230.200.180.160.140.130.110.100.090.080.070.060.060.050.050.040.040.030.030.030.020.020.020.020.020.010.010.00

Change in

Waterievel

[ft]0.230.200.180.160.140.130.110.100.090.080.070.060.060.050.050.040.040.030.030.030.020.020.020.020.020.010.010.00

x^

m*


Northbrook, Illinois

(847) 753-9900

slug/bail test analysisBOUWER-RICE's method


Project: Third Site



ECC MW-20

0

10° I

10 15 20t [min]25 30 35 40 45

10-3( 0 0 0

ECC MW-20 Slug In


ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 BOUWER-RICE's meth(Northbrook. Illinois(847) 753-9900

Date: 12/10/99 Page 2

Project: Third Site





t

45i"

89

1011121314151617181920212223242526272829303132333435363738394041424344454647484950


[min]0.000.000.010.010.010.020.020.020.030.030.030.040.040.040.050.050.050.060.060.060.070.070.070.080.080.080.090.090.090.100.100.100.110.110.110.120.120.120.130.130.130.140.140.140.150.150.150.160.160.16 T

Water level

[ft]2.532.472.372.141.901.831.841.811.741.661.511.301.091.031.131.351.220.981.001.131.201.161.060.970.890.820.79

Drawdown

[ft]2.532.472.372.141.901.831.841.811.741.661.511.301.091.031.131.351.220.981.001.131.201.161.060.970.890.820.79

0.88 0.881.010.990.920.860.850.860.850.890.740.560.510.570.690.630.470.430.430.460.460.450.470.48

1.010.990.920.860.850.860.850.890.740.560.510.570.690.630.470.430.430.460.460.450.470.48

***'

• r

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 BOUWER-RICE's methNorthbrook, Illinois(847) 753-9900

Date: 12/10/99 I Page 3

Project: Third Site





51525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899

inn


[min]0.170.170.170.180.180.180.190.190.190.200.200.200.210.210.210.220.220.220.230.230.250.260.280.300.310.330.350.360.380.400.410.430.450.460.480.500.510.530.550.560.580.600.610.630.650.660.680.700.710.73

Water level

[ft]0.470.500.620.690.550.390.380.390.390.320.310.310.310.310.320.320.320.320.310.310.270.240.210.190.170.150.130.120.110.100.090.080.080.070.070.060.060.060.050.050.050.040.040.040.040.030.040.030.030.03

Drawdown

[ft]0.470.500.620.690.550.390.380.390.390.320.310.310.310.310.320.320.320.320.310.310.270.240.210.190.170.150.130.120.110.100.090.080.080.070.070.060.060.060.050.050.050.040.040.040.040.030.040.030.030.03

J


Date: 12/10/99 Page 4jd • ' ™'

Project: Third Site





10102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131.132133134135136137138139140141142143144145146147148149- — *


[min]0.750.760.780.800.810.830.850.860.880.901.101.301.501.701.902.102.302.502.702.903.103.303.503.703.904.104.304.504.704.905.105.305.505.705.906.106.306.506.706.907.107.307.507.707.908.108.308.508.70o nn

Water level

[ft]0.030.030.030.030.030.030.030.020.020.020.020.020.020.010.010.020.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.01nm

Drawdown

[ft]0.030.030.030.030.030.030.030.020.020.020.020.020.020.010.010.020.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.01

****•

•**•>•

"K\

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 BOUWER-RICE's meth<

Northbrook, Illinois(847)753-9900

Date: 12/10/99 Page 5

50 Project: Third Site


Slug Test No. Slug In Test conducted on: 1 2/01/99

ECC MW-20 ECC MW-20 S|U9 ln


151152153154155156157158159160161162163164165166167168169170


[min]9.109.309.509.709.90

11.9013.9015.9017.9019.9021.9023.9025.9027.9029.9031.9033.9035.9037.9039.90

Water level

[ft]0.010.010.010.010.010.010.000.010.010.000.000.000.000.000.010.020.020.010.010.01

Drawdown

[ft]0.010.010.010.010.010.010.000.010.010.000.000.000.000.000.010.020.020.010.010.01


(847) 753-9900


Date: 12/10/99 Page 1

Project: Third Site



ECC MW-20

t [min]8 10 12 14 16 18

n-2

n-3

, ECC MW-20 Slug Out

Hydraulic conductivity [ft/min]: 2.71 x 1O~2

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 1 50 BOUWER-RICE's methNorthbrook, Illinois(847) 753-9900

Date: 12/10/99 Page 2

Project: Third Site





4

0

4i

6"

89

10111213141516171819202122232425262728293031323334353637383940414243444546474849en


[min]0.000.000.010.010.010.020.020.020.030.030.030.040.040.040.050.050.050.060.060.060.070.070.070.080.080.080.090.090.090.100.100.100.110.110.110.120.120.120.130.130.130.140.140.140.150.150.150.160.16n IK

Water level

[ft]3.123.012.842.672.542.402.282.172.061.971.871.771.671.591.521.461.391.321.261.191.141.081.030.990.950.900.860.820.780.750.720.690.660.630.600.570.550.520.500.480.460.440.420.400.390.370.360.340.33031

Drawdown

[ft]3.123.012.842.672.542.402.282.172.061.971.871.771.671.591.521.461.391.321.261.191.141.081.030.990.950.900.860.820.780.750.720.690.660.630.600.570.550.520.500.480.460.440.420.400.390.370.360.340.330.31


(847) 753-9900


Date: 12/10/99 Page3

Project: Third Site





55255455

5657

58596061626364

6566

676869

70

71727374

757677

78

79

80

8182

8384

85

8687

88

8990

91

92

93

94

95

96

97

98

99100


[min]0.170.170.170.180.180.180.190.190.190.200.200.200.210.210.210.220.220.220.230.230.230.240.240.240.250.250.250.260.260.260.270.280.300.320.330.350.370.380.400.420.430.450,470.480.500.520.530.550.570.58

Water level

[ft]0.300.290.280.270.260.250.240.230.220.210.200.200.190.190.180.170.170.160.150.150.140.140.130.130.130.120.120.110.110.110.100.090.070.060.050.050.040.040.030.030.020.020.020.020.020.010.010.010.010.01

Drawdown

[ft]0.300.290.280.270.260.250.240.230.220.210.200.200.190.190.180.170.170.160.150.150.140.140.130.130.130.120.120.110.110.110.100.090.070.060.050.050.040.040.030.030.020.020.020.020.020.010.010.010.010.01

>-r

***?


Date: 12/10/99 Page 4

Project: Third Site





101021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421431441451461471481494 en


[min]0.600.620.630.650.670.680.700.720.730.750.770.780.800.820.830.850.870.880.900.920.931.131.331.531.731.932.132.332.532.732.933.133.333.533.733.934.134.334.534.734.935.135.335.535.735.936.136.336.53ft 73

Water level

[ft]0.010.010.010.010.010.010.010.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

-0.000.00

-0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

Drawdown

[ft]0.010.010.010.010.010.010.010.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

-0.000.00

-0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

ENVIRON International Corpora650 Dundee Road, Suite 150

Northbrook, Illinois(847)753-9900

tion slug/bail test analysis Date: 12/10/99 Page 5BOUWER-RICE's method " • . '"'_,„.

Project: Third Site





151152153154155156157158159160161162163164165166167


[min]6.937.137.337.537.737.938.138.338.538.738.939.139.339.539.739.93

11.93

Water level Drawdown

[ft] [ft]0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00

^Hf

~*-^

ENVIRON International Corporation650 Dundee Road, Suite 150Northbrook, minors

(847) 753-9900



ECC MW-22

Date: 12/10/99 I Page 1

Project: Third Site



010°

4Q-1

1 10'2

10-3

fi

1 2

a

1

1_£

Po9

\H —sii

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3 4

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7 8 9

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, ECC MW-22 Slug In


ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 BOUWER-RICE's methNorthbrook, Illinois(847)753-9900

Date: 12/10/99 I Page 2

Project: Third Site





•

23it

6i

89

10111213141516171819202122232425262728293031323334353637383940414243444546474849Kft


[min]0.000.000.010.010.010.020.020.020.030.030.030.040.040.040.050.050.050.060.060.060.070.070.070.080.080.080.090.090.090.100.100.100.110.110.110.120.120.120.130.130.130.140.140.140.150.150.150.160.160.16

Water level

[ft]3.252.862.882.922.962.812.712.422.271.981.791.831.901.951.951.751.581.501.45

Drawdown

[ft]3.252.862.882.922.962.812.712.422.271.981.791.831.901.951.951.751.581.501.45

1.36 1.361.38 : 1.381.39 i 1.391.59 | 1.591.831.871.731.481.241.070.971.041.181.101.011.021.031.000.991.010.980.860.770.670.580.560.600.660.880.960.69

1.831.871.731.481.241.070.971.041.181.101.011.021.031.000.991.010.980.860.770.670.580.560.600.660.880.960.69

>-r

>»ir

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 BOUWER-RICE's methNorthbrook, Illinois(847)753-9900

Date: 12/10/99 I Page 3

Project: Third Site





5525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899

inn


[min]0.170.170.170.180.180.180.190.190.190.200.200.200.210.210.210.220.220.220.230.230.230.240.240.240.250.250.250.260.260.280.290.310.330.340.360.380.390.410.430.440.460.480.490.510.530.540.560.580.590.61

Water level

[ft]0.500.440.440.450.470.500.500.500.500.490.490.470.460.440.430.420.410.390.380.370.360.350.340.330.320.310.300.290.280.240.180.140.120.100.070.060.050.040.030.020.020.010.010.010.010.010.010.010.010.00

Drawdown

[ft]0.500.440.440.450.470.500.500.500.500.490.490.470.460.440.430.420.410.390.380.370.360.350.340.330.320.310.300.290.280.240.180.140.120.100.070.060.050.040.030.020.020.010.010.010.010.010.010.010.010.00


Date: 12/10/99 Page 4

Project: Third Site





10102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137

I 1381391401411421431441451461471481491SO


[min]0.630.640.660.680.690.710.730.740.760.780.790.810.830.840.860.880.890.910.931.131.331.531.731.932.132.332.532.732.933.133.333.533.733.934.134.334.534.734.935.135.335.535.735.936.136.336.536.736.937.13

Water level

[ft]0.000.000.000.000.010.010.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.01

-0.00-0.00

Drawdown

[ft]0.000.000.000.000.010.010.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.01

-0.00-0.00

-0.00 -0.00-0.00 -0.00-0.00 -0.00-0.00 -0.00-0.000.01

-0.000.02

-0.01-0.00-0.00-0.00-0.00-0.00-0.00-0.000.00

-0.000.00

-0.000.000.01

-0.000.01

-0.000.01

-0.000.02

-0.01-0.00-0.00-0.00-0.00-0.00-0.00-0.000.00

-0.000.00

-0.000.000.01

-0.000.01

"•

*~*

1 ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 BOUWER-RICE's methNorthbrook, Illinois

(847) 753-9900

Date: 12/10/99 I Page 5

1x1 Project: Third Site


I Slug Test No. Slug In Test conducted on: 12/02/99



151152153154155156157158159160161162163164


[min]7.337.537.737.938.138.338.538.738.939.139.339.539.739.93

Water level

[ft]-0.000.000.000.00

-0.00-0.000.000.00

-0.000.000.000.000.000.00

Drawdown

[ft]-0.000.000.000.00

-0.00-0.000.000.00

-0.000.000.000.000.000.00

1


Northbrook. Illinois

(847)753-9900



ECC MW-22


Project: Third Site



10°

10 15 20t [min]25 30 35 40 45

ID'1

10-2

10-

10-4, ECC MW-22 Slug Out



Date: 12/10/99 Page 2

Project: Third Site





t»ti

6i

89

10111213141516171819202122232425262728293031323334353637383940414243444546474849en


[min]0.000.000.010.010.010.020.020.020.030.030.030.040.040.040.050.050.050.060.060.060.070.070.070.080.080.080.090.090.090.100.100.100.110.110.110.120.120.120.130.130.130.140.140.140.150.150.150.160.16O1fi

Water level

[ft]4.974.804.584.404.254.103.963.833.703.593.493.363.263.163.052.952.862.772.692.612.512.452.372.292.232.162.092.031.981.921.861.811.751.701.651.601.561.511.461.431.371.34

1.301.261.231.191.161.131.091.06

Drawdown

[ft]4.974.804.584.404.254.103.963.833.703.593.493.363.263.163.052.952.862.772.692.612.512.452.372.292.232.162.092.031.981.921.861.811.751.701.651.601.561.511.461.431.371.341.301.261.231.191.161.131.091.06

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 BOUWER-RICE's meth<Northbrook, Illinois(847)753-9900

Date: 12/10/99 Page 3

Project: Third Site





51525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899


[min]0.170.170.170.180.180.180.190.190.190.200.200.200.210.210.210.220.220.220.230.230.230.240.240.240.250.250.250.260.260.260.270.270.270.280.280.280.290.290.290.300.310.330.350.360.380.400.410.430.45** -«

Water level

[ft]1.031.000.970.940.920.900.870.840.820.800.770.760.730.710.690.670.650.630.620.600.590.570.550.540.520.510.490.480.470.450.440.430.420.410.390.390.380.370.350.350.300.260.230.200.170.150.140.120.11n 4n

Drawdown

[ft]1.031.000.970.940.920.900.870.840.820.800.770.760.730.710.690.670.650.630.620.600.590.570.550.540.520.510.490.480.470.450.440.430.420.410.390.390.380.370.350.350.300.260.230.200.170.150.140.120.110.10

•

*~*

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 BOUWER-RICE's methiNorthbrook, Illinois(847)753-9900

Date: 12/10/99 Page 4

Project: Third Site





101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141

142143144145146147148149


[min]0.480.500.510.530.550.560.580.600.610.630.650.660.680.700.710.730.750.760.780.800.810.830.850.860.880.900.910.930.950.961.161.361.561.761.962.162.362.562.762.963.163.363.563.763.964.164.364.564.76* **«

Water level

[ft]0.090.080.070.060.060.050.050.050.050.040.040.040.040.040.030.040.030.030.030.030.030.030.030.030.030.030.030.030.030.020.030.030.020.020.020.020.020.020.020.010.020.020.020.020.020.020.010.020.01nm

Drawdown

[ft]0.090.080.070.060.060.050.050.050.050.040.040.040.040.040.030.040.030.030.030.030.030.030.030.030.030.030.030.030.030.020.030.030.020.020.020.020.020.020.020.010.020.020.020.020.020.020.010.020.010.01

ENVIRON International Corporation slug/bail test analysis650 Dundee Road, Suite 150 BOUWER-RICE's methNorthbrook. Illinois(847)753-9900

Date: 12/10/99 I Page 5

Project: Third Site





151152153154155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184185186


[min]5.165.365.565.765.966.166.366.56

• 6.766.967.167.367.567.767.968.168.368.568.768.969.169.369.569.769.96

11.9613.9615.9617.9619.9621.9623.9625.9627.9629.9631.96

Water level

[ft]0.010.020.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.01

Drawdown

[ft]0.010.020.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.01

0.01 0.010.01 0.010.01 0.010.01 0.010.01 0.010.01 0.010.01 i 0.010.01 0.010.010.000.010.000.000.000.000.000.00

0.010.000.010.000.000.000.000.000.00

^gf

^H*

A P P E N D I X I

QA/QC Results

VOLATILE ORGANIC COMPOUNDSQUALITY CONTROL SAMPLESTHIRD SITEZIONSVILLE, INNovember-December 1999

Table 1-1Summary of QC Sample VOC Results

Sample ID: TS-SW-EB- MWIS- MW23- TS-EB- rs-EB-99- TSS- TS-TB- TS-TB-991202 991209B 991202B 991116B 1117B DRILLWATER 991116B 991117B TS- S-TB TS-TB-991129

Date: 12/2/99 12/9/99 12/2/99 11/16/99 11/17/99 12/2/99 11/16/99 11/17/99 11/23/99 11/29/99SW GW- GW- Soil Soil rotary wash

Well No. Equip.Blank Equip.Blank Equip.Blank Equip.Blank Equip.Blank water Trip Blank Trip Blank Trip Blank Trip Blank

Volatile Organic Compounds- QC Samples

Concentrations in ug/lBromomethaneVinyl chlorideChloroethaneMethylene chloride1,1-Dichloroethene1 , 1 -DichloroethaneChloroform1 ,2-Dichloroethane1,1, 1 -TrichloroethaneCarbon tetrachlorideBromodichloromethanecis- 1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1 , 1 ,2-TrichloroethaneBenzenetrans-1 ,3-DichloropropeneBromoformTetrachloroethene1 , 1 ,2,2-TrichloroethaneTolueneChlorobenezeneEthylbenzeneStyrene1 ,2-DichloropropaneChloromethaneCarbon disulfideAcetone4-Methyl-2-pentanone2-Hexanone2-Butanonetrans-1 ,2-Dichloroethenecis-1 ,2-DichloroetheneXylenes (total)

10 U10 U10 U

4 J

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

1 JB

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

2 J

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

2 J

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

5 J

10 U

10 U

, 10U10 U

10 U

10 U

10 U

10 U10 U

4 J

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

5 JB

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

2 J

10 U

10 U

2610 U

10 U

10 U

1410 U

10 U

4 J

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U10 U

3 J

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

2 J

10 U

10 U

2 J

10 U

2J10 U

10 U

10 U10 U

3 J

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

5 JB

10 U

10 U

2 J

10 U

10 U

10 U

10 U

10 U

10 U

10.61

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

1.86 JB

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

5 JB

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

Data Qualifiers:U - undetected at the concentration reportedB - compound noted in the laboratory blankJ - laboratory estimated value

10f3E N V I R O N

1/18/00

VOLATILE ORGANIC COMPOUNDS

QUALITY CONTROL SAMPLESTHIRD SITE

ZIONSVILLE, IN

November-December 1999

Table 1-1Summary of QC Sample VOC Results

Sample ID: TS-TB- TS-TB- rs-swa- TS-SWS- TS-SWIJ- Ts-sw6-TS-TB-991130 TS-TB-99121 99121RE TS-TB-991202 991202RE TS-TB-991209 991129MS 991129MSD 991202-MS 991202-MSD

Date: 11/30/99 12/1/99 12/1/99 12/2/99 12/2/99 12/9/99 11/29/99 11/29/99 12/2/99 12/2/99Spike Spike

Well No. Trip Blank Trip Blank Trip Blank Trip Blank Trip Blank Trip Blank Matrix Spike Duplicate Matrix Spike Duplicate


Concentrations in ug/lBromomethaneVinyl chlorideChloroe thaneMethylene chloride1 , 1-Dichloroethene1 , 1 -Dichloroe thaneChloroform1,2-DichJoroethane1,1,1-TrichloroethaneCarbon tetrachlorideBromodichloromethanecis- 1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1 , 1 ,2-TrichloroethaneBenzenetrans-l,3-DichloropropeneBromoformTetrachloroethene1 , 1 ,2,2-TrichloroethaneTolueneChlorobenezeneEthylbenzeneStyrene1 ,2-DichloropropaneChloromethaneCarbon disulfideAcetone4-Methyl-2-pentanone2-Hexanone2-Butanonetrans- 1 ,2-Dichloroethenecis-1 ,2-DichloroetheneXylenes (total)

10 U10 U10 U8 JB

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

4 J

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

3 J

10 U

10 U

10 U

10 U10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

5 J

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

5 J

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

1 JB

10 U

10 U

10 U

10 U10 U10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

3 J

2 J

50

10 U

10 U

10 U10 U

10 U10 U

10 U

42

10 U

10 U50

10 U

10 U

10 U

10 U47

45

100

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U2 J

10 U

10 U

10 U

10 U

3 J

2 J

52

10 U

10 U

10 U10 U

10 U

10 U

10 U

44

10 U

10 U

52

10 U

10 U

10 U

10 U

48

47

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

2 J10 U

10 U

10 U

10 U

2 J

5610 U

10 U

10 U10 U

10 U

10 U

10 U

47

10 U

10 U57

10 U

10 U

10 U

10 U

47

45

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U

2J

10 U

10 U

10 U

10 U

2 J

55

10 U

10 U

10 U10 U

10 U

10 U

10 U

45

10 U

10 U56

10 U

10 U

10 U

10 U

45

43

10 U

10 U

10 U

10 U

10 U

10 U

10 U

10 U10 U

10 U

1 J10 U


2of3

E N V I R O N1/21/00

VOLATILE ORGANIC COMPOUNDSQUALITY CONTROL SAMPLESTHIRD SITEZIONSVILLE, INNovember-December 1999

Table 1-1

Summary of QC Sample VOC Results

Sample ID: TSGWMWIS- TSGWMWIS- MW23- MW23-991209MS 991209MSD 991202MS 991202MSD

Date: 12/9/99 12/9/99 12/2/99 12/2/99

Spike

Well No. Matrix Spike Duplicate MATRIX SPIKE M. SPIKE DUP



BromomethaneVinyl chlorideChloroethaneMethylene chloride1 , 1 -Dichloroethenet , 1-DichloroethaneChloroform1,2-DichJoroethane1,1,1 -TrichloroethaneCarbon tetrachlorideBromodichloromethanecis-1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1 , 1 ,2-TrichloroethaneBenzenetrans-1 ,3-DichloropropeneBromoformTetrachloroethene1 , 1 ,2,2-TrichloroethaneTolueneChlorobenezeneEthylbenzeneStyrene1 ,2-DichloropropaneChloromethaneCarbon disulfideAcetone4-Methyl-2-pentanone2-Hexanone2-Butanonetrans-1 ,2-Dichloroethenecis-1 ,2-DichloroetheneXylenes (total)

10 Uno

10 U2 JB

5310 U10 U

10 U

10 U10 U10 U10 U4610 U10 U5310 U10 U10 U10 U494810 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U

10 U110

10 U2 JB

5110 U10 U

10 U

10 U

10 U10 U10 U4410 U10 U5110 U10 U10 U10 U484710 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U

10 U32111 J

551110 U

10 U

10 U10 U10 U10 U4610 U10 U5510 U10 U10 U10 U474310 U10 U10 U10 U10 U10 U10 U10 U10 U10 U5 J

10 U

10 U34122 J

571110 U

10 U10 U10 U10 U10 U4710 U10 U5810 U10 U10 U10 U474510 U10 U10 U10 U10 U10 U10 U10 U10 U10 U5 J

10 U


3of3

E N V I R O N1/18/00

SEMIVOLAT1LE ORGANIC COMPOUNDSQC SAMPLESTHIRD SITEZIONSVILLE, INNovember - December 1999

Table 1-2Summary of QC Sample SVOC Results

Sample ID: TS.SW.EM91202

Date:

Well No.

SemivolatUe Organic Compounds-QC Samples

Concentrations in ug/lPhenolbis(2-Chloroethyl)ether2-Chlorophenol1 ,3-Dichlorobenzene1 ,4-Dichlorobenzene1 ,2-Dichlorobenzene2-Methylphenol2,2'-oxybis4-MethyphenolN-nitroso-di-N-propylamineHexachloroethaneNitrobenzeneIsophorone2-Nitrophenol2,4-Dimethylphenolbis(2-Chloroethoxy)me thane2,4-Dichlorophenol1 ,2,4-TricWorobenzeneNaphthalene4-ChioroanilineHexachlorobutadiene4-Ch)oro-3-methylphcnol2-MethylnapthaleneHexachlorocyclopentadiene2.4,6-Trichlorophenol2,4,5-Trichlorophenol2-Chloronaphtbalene2-NitroanilineDimethyl phthalate2,6-DinitroeolueneAcenaphthylene3-NitroanilJncAcenaphthene2,4-Dinitrophenol4-Nitrophenol2,4-DinilrotolueneDibenzofuranDiethylphthalate4-Chloropheylphenyl etherFluorene4-Nitroaniline4,6-Dinitro-2-methylphenolN-Nitrosodiphenylamine4-Bromophenylpbenyl etherHexachlorobenzenePentachlorophenolPhenanthreneAnthraceneCarbazoledi-n-Butyl phthalateFluoranthenePyreneButylbenzylphthalate3,3 ' -Dichlorobenzidinebis(2-Ethylhexyl)phthalateBenzo(a)anthraceneChrysenedi-n-Octyl phthalateBeozo(b)fluoranlheneBenzo(k.)fluorantheneBenzo(a)pyreneIndenxX 1 ,2,3-cd)pyreneDibenz(a,h)anthraceneBenzo(g,h,i)perylene

12/2/99

SW Equip.Blank

10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 u10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U20 U10 U20 U20 U10 U10 U10 U10 U10 U20 U20U10 U10 U10 U20U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U10 U

10 U10 U10 U10 V10 U

TS-GW-MW23-9912O2B12/2/99

GW-Equip.Blank

9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9U9 U9 U9 U9 U

19 U9 U9 U9 U

19 U9 U

19 U19 U9 U9 U9 U9 U9 U

19 U19 U9 U9 U9 U


TSS-DRILLWATER

12/2/99rotary wash

water

9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 U9 V9 V

9V9 U9V9V9V9V9V9V

18 U9 U9 U9 U

18 U9 U

18 U18 U9 U9 U9 U9 U9 U

18 U18 U9 U9 U911

18 U9 U9 U9 U9 U9 U9 U9 U9 U

10 B9 U9 U1 J9 U9 U9 U9 U9V9 V

TS-GW-MW23-991202MS12/2/99

MATRIX SPIKE

669 U

1409 U

66

9 U9 U9 U9 U

619 U9 U9 U9 U9 U9 U9 U

739 U9 U9 U

150 E9 U9V9 U9 U

, 9U19 U9 U9 U9 U

19 U7719 U2185

9 U9 U9 U9 U

19 U19 U9 U9 U9 U

1209 U9 U9 Ua u9 U

879 US JB9 U9 U9 U9 U9 U

9 U9 U9 U9 U9 U

TS-GW-MW23-991202MSD

12/2/99

M. SPIKE DUP

5810 U

12010 U5710 U10 U10 U10 U5610 U10 U10 U10 U10 U10 U10 U6910 U10 U10 U

14010 U10 U10 U10 U10 U20 U10 U10 U10 U20 U7620 U18 J7810 U10 U10 U10 U20 U20 U10 U10 U10 U

10010 U10 U10 U10 U10 U7910 U10 U2 JB

10 U10 U10 U10 U

10 U10 U10 U10 U10 U

TS-S10-9.5-10.5MS

11/17/99

MATRIX SPIKE

4800380 U

5200380 U

2400380 U380 U380 U380 U

2500380 U380 U380 U380 U380 U380 U380 U

2900380 U380 U380 U

5600380 U380 U380 U380 U380 U750 U380 U380 U380 U750 U

2600750 U

1600380 U380 U380U380U380 U750 U750 U380 U380 U380 U

3800380 U380 U380 U380 U380 U

3200380 U380 U56 J

380 U380 U380 U380 U380 U380 U380U380 U380 U

TS-S10-9.5-10.5MSD11/17/99

M. SPIKE DUP

4600380 U

4700380 U

2400380 U380 U380 U380 U

2200380 U380 U380 U380 U380 U380 U380 U

3100380 U380 U380 U

5100380 U380 U380 U380 U380 U750 U380 U380 U380 U75O U

2800750 U

16002600380 U380 U380 U380 U750 U750 U380 U380 U380 U

2300380 U380 U380 U380 U380 U

2900380 U380 U190 J380 U380 U380 U380 U380 U380 U380 U380 U380 U

Data Qualifiers:U - undetected at concentration reportedB - noted in laboratory blankJ - laboratory estimated value

1of1 E N V I R O N

METALSQUALITY CONTROL SAMPLESTHIRD SITEZIONSVILLE, INNovember - December 1999

Table 1-3Summary of QC Sample Metals Results

Sample ID:

Date:

Well No.

Metals- QC Samples

Concentrations in ug/lAlumiumAntimonyArsenicBariumBerylliumCadmiumCalciumChromiumColbaltCopperIronLeadMagnesiumMaganeseMercuryNickelPatassiumSeleniumSilverSodiumThalliumVanadiumZinc

TS-SW-EB-991202

12/2/99swEquip.Blank

35.1 U1.8 U7.6 U

0.68 B0.2 U0.3 U150 B1.5 U0.6 U1.2 U

22.7 U1.5 U

59.3 B0.2 U0.1 U1.1 U

82.2 U3.4 U0.9 U655 U2.5 U0.8 U3.1 U

MW23-991202B

12/2/99GW-Equip. Blank

35.1 U1.8 U7.6 U0.3 U0.2 U0.3 U

10.9 U1.5 U0.6 U1.2 U

22.7 U1.5 U8.3 U0.2 U0.1 U1.1 U

82.2 U3.4 U0.9 U655 U2.5 U.0.8 U3.1 U

MW23-991202BF

12/2/99GW-Equip. Blank

35.1 U2.3 B7.6 U0.3 U0.2 U

0.38 B10.9 U

1.5 U0.6 U1.2 U

22.7 U1.5 U8.3 U1.2 B0.1 U1.1 U

82.2 U3.4 U0.9 U655 U3.4 B0.8 U3.1 U

TSS-DR1LLWATER

12/2/99rotary washwater

98.4 B2.4 B7.6 U

85.60.2 U0.3 U

964001.5 U0.6 U27

63.4 B1.5 U

335005.9 B0.1 U2.3 B

76703.4 U0.9 U

1240002.5 U0.8 U9.8 B

Data Qualifiers:U - undetected at the concentration reportedB - compound noted in laboratory blankJ - laboratory estimated value 1of 1

E N V I R O N1/18/00

A P P E N D I X J

Previous Investigation Results

HISTORICAL ANALYSESVOLATILE ORGANIC COMPOUNDSSOIL ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANA

Table J-lSoil VOC Results Summary

Sample ID:Date:

Boring No.Depth (ft):

Volatile Organic CompoundsSoils

Concentrations in ug/kgBromomethane

Vinyl chlorideChloroethaneMethylene chloride1,1-Dichloroelliene

1,1-Dichloroethane

Chloroform1,2-Dichloroethane1,1,1 -TrichloroethaneCarbon tetrachlorideBromodichloromethanecis- 1 ,3-DichloropropeneTrichloroetheneDibroniochloromethane1 , 1 ,2-Trichloroethane

Benzenetrans- 1 ,3-DichloropropeneBromotbrmTetrachloroethene1 , 1 ,2,2-TetrachloroethaneTolueneChlorobenezeneEthylbenzeneStyrene1 ,2-Dichloropropane

ChloromethaneCarbon disulfideAcetone4-Methyl-2-pentanone2-Hexanone2-Butanonetrans-1 ,2-Dichloroethenecis-1 ,2-Dichloroethene1,2-Dichloroethene (Total)

Xylenes (total)

7/31/87MP87-02

2-4'

10000 U

10000 U10000 U5000 U1000 U

1000 U

1000 U1000 U1000 U1000 U

1000 U

1000 U

1000 U

1000 U

1000 U

1000 U

1000 U

1000 U1000 U

1000 U

1000 U

1000 U

1000 U

NA

1000 U

10000 UNA

10000 U10000 U10000 U10000 U

iOOOU1000 UNA

IOOOU

7/31/87MP87-02

10-12'

10000 U10000 U10000 U5000 U1000 U

1000 UIOOOUIOOOU1000 U

1000 U1000 U

IOOOU1000 U

1000 U

IOOOU1000 U

1000 U

1000 U1000 U

1000 U

1000 U

1000 U

1000 U

NA

1000 U

10000 UNA

10000 U10000 U10000 U10000 U1000 U

2700NA

1000

7/31/87MP87-03A

4-6'

10000 U10000 U10000 U5000 U1000 U

1000IOOOUIOOOU49001000 U

IOOOUIOOOU

156001000 U

IOOOU1000 U

1000 U

1000 U76001000 U

1000 U

1000 U

1700

NAIOOOU

10000 UNA

10000 U10000 U10000 U10000 U

IOOOU24600

NA

11800

7/31/87MP87-03A

12-14'

20000 U20000 U20000 U10000 U2100

2300

2000 U2000U

9130002000 U2000 U2000U

33100002000U2000 U2000 U2000 U2000 U

5480002000 U

570002000 U

164000NA2000 U

20000 UNA

10000 U10000 U10000 U10000 U2000 L'2500NA

1020000

8/4/87MP87-04

4-6'

10000 U10000 U10000 U5000 U1000 U

1200

IOOOU

IOOOU7800IOOOU1000 U

1000 U

64001000 U

1000 U

1000 U

1000 U

1000 U9100

1000 U27001000 U

4200NA

IOOOU10000 UNA

10000 U10000 U

10000 U10000 U1600

56000NA

22900

8/5/87MP87-04

10-12'

10000 U10000 U10000 U5000 U1500

1600

IOOOU

IOOOU245000

IOOOUIOOOU1000 U

775000IOOOUIOOOUIOOOUIOOOUIOOOU

4500001000 U

100001000 U

106000NA

IOOOU10000 UNA

10000 U10000 U10000 U10000 U1000 U

58500NA

578000

8/19/87MP87-05

2-4'

10000 U10000 U10000 U5000 UIOOOUIOOOUIOOOUIOOOUIOOOU1000 U1000 U

IOOOUIOOOUIOOOUIOOOU1000 U

IOOOU1000 U1000 U

1000 U

1000 U

1000 U

1000 U

NA

IOOOU10000 UNA

10000 U10000 U10000 U10000 U1000 U

18000NA

IOOOU

8/19/87MP87-05

12-14'

10000 U10000 U10000 U5000 U1000 U

1000 U

IOOOUIOOOUIOOOUIOOOU1000 U

1000 U1000 U

IOOOUIOOOUIOOOUIOOOUIOOOU1000 U

1000 U

1000 U1000 U

1000 UNA

IOOOU10000 UNA

10000 U5000 U5000 U

10000 UIOOOU1000 U-1000 U

8/4/87MP87-06

4-6'

10000 U10000 U10000 U5000 U1000 U

IOOOU

IOOOUIOOOU18001000 U

1000 U

1000 U2100

1000 U

1000 U

1000 U

IOOOU1000 U47001000 U

1200

1000 U

4500NA

1000 U

10000 UNA

10000 U5000 U5000 U

10000 U1000 U

6600

21900

8/4/87MP87-06

10-12'

10000 U10000 U10000 U5000 U1000 U

IOOOU

IOOOUIOOOUIOOOU1000 U1000 U

1000 U

IOOOU1000 U

1000 U1000 U

1000 U1000 U

25001000 U

1000 U1000 U

1400

NA

1000 U

10000 UNA

10000 U5000 U5000 U

10000 U1000 U

21500-

6600

4/12/88SB0724-26'

NA_

__

_

_

RNA_

NANANA_.

NANA

NA

NANA

NA170 J

NA

NA

NA-

4 IB

-NA

NA52

--

-

--

4/12/88SB080-2'

NA_

.._

_

1 J

-

NA-

NA

NANA

12

NA

NANA

NA

NA27

NA

-

NA7 J

NA

NA-

5 J

-NA

NA

---

2 J

19 J

4/12/88SB088-10'

NA__

___

-

NA-

NA

NANA

NA

NA

NANA

NA-

NA

-

NA4000 INA

NA-

--

NA

NA

1500)

-

-190001

Key:U = Compound was not detected.J = Estimated ValueB = Compound detected in the associated blank sample.R = Result unusable

NA = Not analyzed.- = Nondetect

Sources:- July/August 1987 samples results taken from "Soil Boring Investigation, Vicinity of Finley Creek" report, dated August 21, 1987, by ERM-North Central.- April 1988 samples results taken from "Technical Memorandum No. 2, Geotechnical, Hydrogeological and Supplemental Prcdesign Investigation,"

dated November 9, 1988, by CH2M Hill.

E N V I R O N

IHISTORICAL ANALYSESVOLATILE ORGANIC COMPOUNDSSOIL ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANA


Sample ID:Date:


4/5/88sail12-14'

4/7/88SB124-6'

4/11/88SB1316-20'

4/8/88SB148-10'

4/8/88SB1418-20'

4/7/88SB1522-24'

4/19/88SB15A

6-8'

4/15/88SB1620-22'

4/14/88SB18

26-28'

4/19/88SB18A

2-4'

4/19/88SB18A

4-6'

4/19/88SB18A

6-8'

4/19/88SB18A8-10'


Concentrations in ug/kgBromomethaneVinyl chlorideChloroethaneMethylene chloride1.1-Dichloroethene

NA

Key:U - Compound was not detected.J * Estimated ValueB * Compound detected in the associated blank sample.R « Result unusable

NA - Not analyzed.•• = Nondetect

Sources:- July/August 1987 samples results taken from "Soil Boring Investigation, Vicinity of Finley Creek" report, dated August 21, 1987, by ERM-North Central.- April 1988 samples results taken from "Technical Memorandum No. 2, Geotechnical, Hydrogeologlcal and Supplemental Predesign Investigation,"


NA

1,1-DichloroethaneChloroform1,2-Dichloroe thane1,1,1 -TrichloroethaneCarbon tetrachlorideBromodichloromethanecis-1 ,3-DichloropropeneTrichloroetheneDibromochloromethane >1,1,2-TrichloroethaneBenzenetrans- 1 ,3-DichloropropeneBromoformTetrachloroethene1 , 1 ,2,2-TetrachloroethaneTolueneChlorobenezeneEthylbenzeneStyrene1,2-DichloropropaneChloromethaneCarbon disulfideAcetone4-Methyl-2-pentanone2-Hexanone2-Butanonetrans-1 ,2-Dichloroethenecis-1 ,2-Dichloroethene1,2-Dichloroethene (Total)Xylenes (total)

__

NA_

NA

NA

NA_

NA

NA

NANANA_

NA

920

NA-

NANA_

_

521

NANA

230_

_

_

-

_

_

NA_

NA

NA

NA

7

NA

NA

NANA

NA_

NA

92NA-

NA

NA__

88NA

NA_

-_

_

22

_

41

NA_

NA

NANA_

NA

NA

NANA

NA_

NA

140

NA_

NA

NA_

_

_

NA

NA

73_

_

_

-

_

3 J

NA_

NA

NA

NA

21

NA

NA

NANA

NA-

NA-

NA-

NA

NA_

2 JB_

NA

NA

2 J

--

7

2 J

_

RNA_

NA

NA

NA

21

NA

NANA

NA

NA-

NA67 J

NA-

NA

NA_

--

NA

NA

23--

13

-

__

NA_

NA

NANA_

NA

NA

NANA

NA-

NA

22NA-

NANA-

-

81

NANA-

--

-

-

_

_

NA131

NA

NA

NA

46

NA

NA

NANANA

35

NA77

NA201

NANA_

--

NA

NA340)

--

81

241

_

RNA_

NA

NA

NA

5 J q

NA

NA

NANANA-

NA-

NA

-NA

NA-

2 JB

-

NANA

19

--

-

-

6501..

NA

1000

NA

NA

NA

17000

NA

NA

NANANA-

NA-

NA7401

NA

NA-

--

NA

NA

1200 J

--

4400

-

_

_

NA

38000

NA

NA

NA

240000

NA

NANANA

NA

51000

NA3300

NA

12000

NANA-

-

NA

NA

R

--

33000

50000

_

_

NA320 J

NA

NA

NA

1300

NA

NA

NANA

NA470 I

NA320 J

NA220 J

NANA

-

--

NA

NA

R--

2400

1100

_

_

NA1400

NA

NA

NA

750

NA

NA

NANA

NA240 J

NA2400

NA2300

NANA

-

--

NA

NAR

~-

1600

7700

_

_

NA18000

NA

NA

NA

51000

NA

NA

NANA

NA12000

NA

2700NA4400

NANA

-

-

NA

NA

R

--

14000

15000

2of3E N V I R O N

ULJ

HISTORICAL ANALYSESVOLATILE ORGANIC COMPOUNDSSOIL ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANA


Sample ID:Date:



Concentrations in ug/kgBromomethaneVinyl chlorideChloroethaneMethylene chloride1,1-Dichloroethene1,1-DichloroethaneChloroform1,2-Dichloroethane1,1,1-TrichloroethaneCarbon tetrachlorideBromodichioromethanecis-1 ,3-DichloropropeneTrichloroethene

Dibromochloromethane1,1,2-TrichloroethaneBenzenetrans-1, 3-DichloropropeneBromoformTetrachloroethene1 , 1 ,2,2-TetrachloroethaneTolueneChlorobenezene

EthylbenzeneStyrene1 ,2-DichloropropaneChloromethaneCarbon disulfideAcetone

4-Methyl-2-pentanone2-Hexanone2-Butanonetrans-1 ,2-Dichloroethenecis-1 ,2-Dichloroethene1,2-Dichloroethene (Total)Xylenes (total)

4/19/88SB18A10-12'

NA___

-__

NA

180 J

NANANA

740

NA

NA

NA

NA

NA

350 J

NA

2600NA-

NA

NA_

_

_

NA

NAR_

_

-

170 J

4/18/99SB18B26-28'

NA70 J

18_

250 J

5200 J2800 JNA

39000 JNANANA

150000 JNANANANANA

31000 JNA2000 JNA6800 JNANA

3 J4 J_

NANA

R_

2600 J5600 J

250001

4/18/99SB18B28-30'

NA_

___

390 J

650 J

NA12000NANANA

55000NANANANANA8700NA2700 JNA1500 J

NANA__

_

NANA1700 J_

-

15005700 1

4/15/88SB1924-26'

NA_„__

_R

NA_

NA

NA

NA

12

NA

NA

NA

NA

NA

NA

160NA_

NA

NA_

-_

NA

NA

170_

_

2 1

-

4/15/88SB2024-26

NA„„

33000170 J

1600_

NA1600 J

NANANA

14000NANANANANA„

NA„

NA_

NANA__

-

NANA_

_

-24000

4/27/88SB21

10-12'

NA_

„___

_

NA_

NANANA_

NANANANANA_

NA33)

NA_

NANA__

-NANA

R---

-

4/27/88SB2114-16'

NA_

_____

NA„

NANANA_

NANANANANA_

NA130 J

NA-

NANA---

NANA

R---

-

4/27/88SB2120-22'

NA_

_

„„_

NA_

NANANA_

NANANANANA_

NA120 J

NA_

NANA---

NANA

R----

4/28/99SB2312-14'

NA_

_

_

„„

NA„

NA

NANA_

NANA

NA

NA

NA_

NA38 J

NA-

NA

NA-

--

NANA

R

-

-

-

-

4/28/99SB2318-20'

NA___

„_

_

NA_

NANA

NA_

NA

NA

NA

NA

NA„

NA_

NA-

NA

NA-

--

NANA

R

-

-

-

-

Key:U = Compound was not detected.J - Estimated ValueB » Compound detected in the associated blank sample.R = Result unusable

NA = Not analyzed.- •* Nondetect

Sources:

- July/August 1987 samples results taken from "Soil Boring Investigation, Vicinity of Finley Creek" report, dated August 21, 1987, by ERM-North Central.- April 1988 samples results taken from "Technical Memorandum No. 2, Geotechnical, Hydrogeological and Supplemental Predcsign Investigation,"

dated November 9,1988, bv CH2M Hill.

E N V I R O N

3 of 3

HISTORICAL ANALYSESSEMrVOLATILE ORGANIC COMPOUNDSSOIL ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANA

Table J-2Soil SVOC Results Summary

Sample ID:Dale:


SemivolatUe Organic CompoundsSoils

Concentrations in ug/kgPhenolbis(2-Chloroethyl)etlier2-Chlorophenol1,3-Dichlorobenzene

1,4-Dichlorobenzene1 ,2-Dichlorobenzene2-Methylphenol2,2'-oxybis4-MethvphenolN-nitroso^li-N-propylamtneHexachloroethaneNitrobenzeneIsophorone2-Nitrophenol2.4-DinrethvlDhenolbis(2-Chloroetnoxy)methane2,4-Dichlorophenol1 ,2,4-TrichlorobenzeneNaphthalene4-ChloroanilineHexachlorobutadiene4-Chloro-3-methylphenol2-MethylnapthaleneHexachlorocyclopentadiene2,4,6-Trichlorophenol2,4,5-TricMorophenol2-Chloronaphthalene2-NitroanilineDimethyl phthalate2.6-DinilrotolueneAcenaphthylene3-NitroanilineAcenaphtnene2,4-Dinitrophenol4-Nitrophenol2,4-DinitrotohieneDibenzofuranDiethylphthalate4-ChlorDpheylphenyl etherFluorene4-Nitroaniline4,6-Dinitro-2-methylphenolN-NitrosodipnenylamiiK4-Bromophenylphenyl etherHexachlorobenzenePentachlorophenolPhenanthreneAnthraceneCarbazoledi-n-Butyl phthalateFluoranthenePyreneButylbenzylphthalate3,3'-Dichlorobenzidinebis(2-Ethylhexyl)phthalaieBenzo(a)anthraceneChrysenedi-n-Octyl phthalateBenzo(b)fluorantneneBenzoOOfluorantheneBenzo(a)pyreneIndeno(l ,2,3-cd)pyrcneDibenz(a,h)anthraceneBenzo(g,h,i)perylene

7/31/87MP87-02

2-4'

NANANAIOOOUIOOOU1000 UNANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANA

7/31/87MP87-02

10-12'

NANANA1000 U1000 U5100NANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANA

7/31/87MP87-03A

4^'

NANANAIOOOU

IOOOU

13400

NANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANA

7/31/87

MP87-03A

12-14'

NANANA2000 U

2000 U1281000


8/4/87

MP87-04

4-6'

NANANAIOOOU

IOOOU31900


8/5/87

MP87-04

10-12'

NA

NA

NA

IOOOU

IOOOU527000

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

g/19/87MP87-05

2-41

NA

NA

NA

IOOOU

1000 U

2600

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

8/19/87

MP87-0512-14'

NANANAIOOOU

IOOOU

IOOOUNANANANANANANANANANA

' NA

NANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANANA

8/4/87

MP87-064-6'

NANANAIOOOU

IOOOU46800


8/4J87

MP87-06

10-12'

NANANAIOOOU

IOOOU

1300


Key:U ~ Compound wis not detected.

J -EstimatedValue

NA 'Notamlyzed.

- lnly/Au|ust 1987 sunpks results taken from "Soil Borinj Inv^sdpdoo. Vfciii^ofRoley O^" repon. dildAii.iisl 21. 1987, by ERM-N«tn Central.- April 1988 simples results taken from Technical Memorandum No. 2, Geoechnol. Hydropolocici] andSupptancnBl Pndesin Immolation,"

dated November 9. 1988. by CH2M Hill.

HISTORICAL ANALYSESSEMIVOLATILE ORGANIC COMPOUNDSSOU/ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANA


Sample ID:Date:



Concentrations in ug/kgPhenolbis(2-Chloroethyl)ether2-Chloropheml1 ,3-Dichlorobenzene1 ,4-Dichlorobenzene1,2-Dichlorobenzene2-Methylphenol2,2'-oxybis4-Methypneno!N-nitroso-di-N-propylamineHexachloroethaneNitrobenzeneIsophorone2-Nitrophenol2,4-Dimethylphemlbis(2-Chloroethoxy)rnethane2,4-Dichlorophenol1 ,2,4-TrichlorobenzeneNaphthalene4-ChloroanilineHexachlorobutadiene4-Chloro-3-metliylphenol2-MethylnapthaleneHexachlorocyclopentadiene2.4,6-Trichloropnenol2,4,5-Trichlorophenol2-Chloronaphthalene2-NitroanilineDimethyl phthalate2,6-DinitnxolueneAcenaphthylene3-NitroanilineAcenaphthene2,4-Dinitrophenol4-Nitrophenol2,4-DinitrotohieneDibenzoniranDiethylphthalate4-Chloropheylpherryl etherFluorene4-Nitroaniline4.6-Dinitro-2-methylphenolN-Nitrosodiphenylamine4-Bromopbenylphenyl etherHexacruokbenzenePentachlorophenolPhenanthreneAnthraceneCarbazoledi-n-Butyl phthalateFluoranlhenePyreneButylbenzylphthalate3.3'-Dichlorobenzidinebis(2-Ethylhexyl)phthalateBenzo(a)anthraceneChrysenedi-n-Octyl phthalateBenzo(b)fluorantheneBenzo(lc)fluorantheneBenzo(3.)pyreneIndeno(l,2,3-cd)pyreneDibenz(a,h)anihraceneBenzo(g,h,i)perylene

4/12/88SB0724-26'

_

NANA

NA-_

-

NA

-

NA

NA

NA-

NA-

NA

NA

NA

-

NA

NA

NA-

NA

NA

NA

NA-

NA

NA

NA_

NA

NA

NA

NA

NA

-

NA-

-

-

-

NA

NA

NA

-_

NA

1300 JB-

-

-

NA-

-

-

-

-

-

-

-

NA

-

4/12/88SB080-2'

_

NA

NA

NA-_

NA

-

NA

NA

NA-

NA-

NA

NA

NA

-

NA

NA

NA-

NA

NA

NA

NA-

NA

NA

NA_

NA

NA

NA

NA

NA

-

NA-

-

-

-

NA

NA

NA

-

-

NA

4300-

-

-

NA

1300-

-

-

-

-

-

NA

-

4/12/88SB088-10'

_

NA

NA

NA-

-

NA

-

NA

NA

NA-

NA-

NA

NA

NA

-

NA

NA

NA-

NA

NA

NA

NA-

NA

NA

NA_

NA

NA

NA

NA

NA

-

NA_

-

-

-

NA

NA

NA

-

-

NA

1100JB-

-

-

NA

110 J-

-

-

-

-

-

-

NA

-

4/5/88SB1112-14'

_

NANA

NA_

-

NA-

NA

NA

NA_

NA-

NA

NA

NA-

NA

NA

NA-

NA

NA

NA

NA-

NA

NA

NA-

NA

NA

NA

NA

NA-

NA_

-

-

-

NA

NA

NA-

-

NA_

-

-

-

NA-

-

-

-

-

-

-

-

NA

-

4/7/88SB124-6'

_

NANA

NA_

-

NA-

NA

NA

NA_

NA-

NA

NA

NA-

NA

NA

NA-

NA

NA

NA

NA-

NA

NA

NA-

NA

NA

NA

NA

NA-

NA_

-

-

-

NA

NA

NA-

-

NA_

-

-

-

NA-

-

-

-

-

-

-

-

NA

-

4/11/88SB1316-20'

_

NANA

NA_

-

NA-

NA

NA

NA-

NA-

NA

NA

NA-

NA

NA

NA-

NA

NA

NA

NA-

NA

NA

NA-

NA

NA

NA

NA

NA

-

NA_

-

-

-

NA

NA

NA-

-

NA

3800-

-

-

NA

48 J-

-

-

-

-

-

-

NA

-

4/8/88SB148-10'

_

NA

NA

NA-_

NA

-

NA

NA

NA-

NA-

NA

NA

NA

-

NA

NA

NA-

NA

NA

NA

NA-

NA

NA

NA-

NA

NA

NA

NA

NA

-

NA_

-

-

-

NA

NA

NA

-

-

NA-

-

-

-

NA

86 j-

-

-

-

-

-

-

NA

-

4/8/88SB1418-20'

_

NA

NA

NA-

-

NA

-

NA

NA

NA-

NA

-

NA

NA

NA

-

NA

NA

NA-

NA

NA

NA

NA-

NA

NA

NA-

NA

NA

NA

NA

NA

-

NA-

-

-

-

NA

NA

NA

-

-

NA-

-

-

-

NA

47 J-

-

-

-

-

-

-

NA

-

4/7/88SB1522-24'

_

NA

NA

NA-

-

NA

-

NA

NA

NA-

NA-

NA

NA

NA

-

NA

NA

NA-

NA

NA

NA

NA

-

NA

NA

NA

-

NA

NA

NA

NA

NA

-

NA-

-

-

-

NA

NA

NA

-

-

NA-

-

-

160 JNA-

-

-

-

-

-

-

-

NA

-

4/19/88SB15A

6-8'

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA >

NA

NA

NA

NA

NANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA ^

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

Key:

U * Compound was not detected.J - Estimated ValueB - Compound detected in rhe associated blank sample.

NA -Notanalyzed.- -Nondetect

- July/August 1987 samples results taken from "Soil Boring Invesdgaoon. Vicinity of Finley Creek" reoon. dated August 21. 1987, by ERM-Nonfa Central.- April 1988 samples results taken from Technical Memorandum No. 2. GeoKchnical, Hydrogeological and Supplemental ("redesign Investigation,"


HISTORICAL ANALYSISSEMrVOLATILE ORGANIC COMPOUNDSSOD. ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANA


J

J

Sample ID:Date:



Concentrations in ug/kgPhenolbis(2-Chloroethyl)ether2-Chlorophenol1 ,3-Dichlorobenzene1 ,4-Dichlorobenzene1,2-Dichlorobenzene2-Methylphenol2.2'-oxybis4-MethyphenolN-nitroso-di-N-propylamineHexachloroethaneNitrobenzeneIsophorone2-Nitrophenol2,4-Dimethylphenolbis(2-Chloroethoxy)tnethane2.4-Dichlorophenol1 ,2,4-TrichlorobenzeneNaphthalene4-ChloroanilineHexachlorobutadiene4-Chloro-3-methylphenol2-MethylnapthaleneHexaclttorocyclopenadiene2,4.6-Trichlorophenol2,4,5-Trichlorophenol2-Chloronaphthalene2-NitroanilineDimethyl phthalate2,6-DinitrotolueneAcenaphthylene3-NitroanilineAccfophchciic2,4-Dinitrophenol4-Nitropheno!2,4-DinitrotolueneDibenzofuranDiethylphthalate4-Chloropheylphenyl etherFluorene4-Nitroaniline4,6-Dinitro-2-methylphenolN-Nittosodiphenylamine4-BnHnophenyrphenyl etherHexachlorobenzenePentachlorophenolPnenanthreneAnthraceneCarbazoledi-n-Butyl phthalateFluoranthenePyreneButylbenzylphthalate3,3'-Dichlorobenzirlinebis(2-Ethylhexyl)phthalateBenzo(a)anthraceneChrysenedi-n-Octyl phthalateBenzo(b)fluorantneneBenzo(k)tluorantneneBenzo(a)pyreneIndeno(1.2,3-cd)pyreneDibenz(a,h)anthraceneBenzo(g,ri,i)perylene

4/15/88SB1620-22'

-NANANA_

-

NA-

NA

NA

NA

-

NA-

NA

NA

NA

-

NA

NA

NA

-NA

NA

NA

NA

-

NA

NA

NA

-

NA

NA

NA

NA

NA

-

NA-

-

-

-

NA

NA

NA

-

-

NA

1800 B_

-

-

NA

IX J-

-

-

--

-

-NA

-

4/14/88SB1826-28'

-NA

NA

NA

-

-

NA

-NA

NA

NA

-NA-

NA

NA

NA

-NA

NA

NA

-NA

NA

NA

NA

-

NA

NA

NA

-

NA

NA

NA

NA

NA

-

NA

-

-

-

-NA

NA

NA

-

-

NA

2900 B

-

-

-NA

-

-

-

-

--

-

-NA

-

4/19/88SB18A

2-4'

NANANANANANANANANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NANA

NA

NA

NANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

4/19/88SB18A4^'

-NA

NA

NA-

16000

NA

-NA

NA

NA

-NA-

NA

NA

NA

-NA

NA

NA

-NA

NA

NA

NA

-

NA

NA

NA

-

NA

NA

NA

NA

NA

-

NA

-

-

-

-NA

NA

NA

-

-

NA-

-

-

-NA

-

-

-

-

--

-

-NA

-

4/19/88SB18A

6-8'

NANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

4/19/88SB18A8-10'

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

4/19/88SB18A10-12'

-NANA

NA-

28000

NA

-NA

NA

NA

-

NA-

NA

NA

NA

-NA

NA

NA

-NA

NA

NA

NA

-

NA

NA

NA

-

NA

NA

NA

NA

NA

-

NA

-

-

-

-

NA

NA

NA

-

-

NA

250 JB

-

-

-

NA

-

-

-

-

--

-

-NA

-

4/18/99SB18B26-28'

-NA

NA

NA_

2900

NA

-

NA

NA

NA

-

NA_

NA

NA

NA

-

NA

NA

NA

-NA

NA

NA

NA

-

NA

NA

NA

-

NA

NA

NA

NA

NA

-

NA-

-

-

-

NA

NA

NA

-

-

NA

590 B

-

-

-

NA

-

-

-

-

--

-

-NA

-

4/18/99SB18B28-30'

-NA

NA

NA

65 J

9900 J

NA

-

NA

NA

NA

-

NA_

NA

NA

NA

-

NA

NA

NA

-NA

NA

NA

NA

-

NA

NA

NA

-

NA

NA

NA

NA

NA

-

NA-

-

-

-

NA

NA

NA

-

-

NA

I7DJB-

-

-

NA

70J

-

-

-

--

-

-

NA

-

4/15/88SB1924-26'

-NANANA_

_

NA

-

NA

NA

NA

-

NA_

NA

NA

NA

-

NA

NA

NA

-NA

NA

NA

NA

-

NA

NA

NA

-

NA

NA

NA

NA

NA

-

NA-

-

-

-

NA

NA

NA

-

-

NA

3500 B---

NA25 J----_

--

NA

-

Key:U -Couiiound was rot detected.

J -EstimatedValueB -Compound detected in the associated blank sample.

NA -Notanalyzed.- -Nootoect

- July/August 1987 samples results taken from "Soil Boring Investigation. Vicinity of Finley Creek' report, daled August 21.1987. by ERM-Nonh Central.- April 1988 samples results taken from Techncal Memorandum No. 2, Cetxechnical. Hydrogeological and Supffcmental Predesipi Investigation."

dated November 9. 1988, by CH2M Hill.

HISTORICAL ANALYSESSEMFVOLATILE ORGANIC COMPOUNDSSOIL ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANA


Sample ID:Date:



Concentrations in ug/kgPhenolbis(2-Chloroethyl)ether2-Chlorophenol1 ,3-Dichlorobenzene1 ,4-Dichlorobenzene1 ,2-Dichlorobenzene2-Methylphenol2,2'-oxybis4-MethyphemlN-nitroso-di-N-propylamineHexachloroethaneNitrobenzeneIsophorone2-Nttrophenol2.4-Dimethylphenolbis(2-Chloroethoxy)melhane2,4-Dichlorophenol1 ,2,4-TrichlorobenzeneNaphthalene4-ChloroanilineHexachlorobutadiene4-Chloro-3-methylphenol2-MethylnapthaleneHexachlorocyclopentadiene2,4,6-Trichloroplienol2,4,5-Trichlorophenol2-Chloronaphthalene2-NitroanilineDimethyl phthalate2,6-DinitrotolueneAcenaphthylene3-NitroanilineAcenapnthene2,4-Dinitrophenol4-Nitrophenol2,4-DinitrotohieneDibenzofuranDiethylphthalale4-Chloropheylphenyl etherFluorene4-Nitroaniline4,6-Dinitro-2-methylphenolN-Nitrosodiphenylarnine4-Bromophenylphenyl etherHexachlorobenzenePentachlorophenolPhenamhreneAnthraceneCarbazoledi-n-Butyl phthalateFluoramhenePyreneButylbenzylphthalate3,3'-Dichlorobenzidinebis(2-Ethylnexyl)phthalateBenzo(a)anthraceneChtysenedi-n-Octyl phthalateBenzo(b)fluoranlheneBenzo(k)fluorantheneBenzo(a)pyreneIndeno(l,2,3^d)pyrEneDibenz(a,h)anthraceneBenzo(g,h,i)perylene

4/15/88SB2024-26

NANANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

2000 B

NA

-

NA

4/27/88SB2110-12'

NANANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

1300

-

NA

4/27/88SB2114-16'

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

1200

-

NA

4/27/88SB2I20-22'

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

35 JB

NA

1300

-

NA

4/28/99SB2312-14'

NANANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

960

-

NA

4/28/99

SB2318-20'

NANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

940

_

NA

Key:

U - Compound was not detected.

J - Estimated Value

NA -Notanalyzed.

- -Noodetect

- Jury/August 1987 samples results taken from "Soil Boring Investigation. Vicinity of Finley Creek' report, dated August 21, 1987. by ERM-Nonh Central.

- April 1988 samples results taken from "Technical Memorandum No. 2, Geotechnical. Hydrogeological and Supplemental Predesign Investigation,"


HISTORICAL ANALYSESTOTAL METALSSOIL ANALYTICAL RESULTSTHIRD SITE

Table J-3Soil Metals Results Summary


Metals - Soils

Concentrations in ug/kgAlumiumAntimonyArsenicBariumBerylliumCadmium

Calcium

ChromiumColbaltCopperIronLeadMagnesiumMaganeseMercuryNickelPotassiumSeleniumSilverSodiumThalliumVanadiumZinc

7/31/87MP87-02

2-4'

NANANANANANANANANANANANANANANANANANANANANANANA

7/31/87MP87-02

10-12'


7/31/87MP87-03A

4-6'


7/31/87MP87-03A

12-14'


8/4/87MP87-04

4-6'


8/5/87MP87-04

10-12'


8/19/87MP87-05

2-4'


8/19/87MP87-05

12-14'

NANANANANANANANA

, NANANANANANANANANANANANANANANA

8/4/87MP87-06

4-6'


8/4/87MP87-06

10-12'


4/12/88SB07

24-26'

2420 J42 J

6.5 J13 J

-

1.5 J

1 15000 J

..

13 JB6750 J

3.8 J31200 J

245 J--797 J

-

5.7 J

161 J-

-

25

Key:J = Estimated ValueB = Delected in the associated blank sample.R = Data unusable.


Sources:- July/August 1987 samples results taken from "Soil Boring Investigation, Vicinity of Finley Creek" report, dated August 21, 1987, by ERM-North Central.- April 1988 samples results taken from "Technical Memorandum No. 2, Geotechnical, Hydrogeological and Supplemental Predesign Investigation,"


Iof4 E N V I R O N



M™ , i r,, ininAn A Sampie fl):


Metals - Soils

Concentrations in ug/kgAlumiumAntimonyArsenicBariumBeryllium

CadmiumCalciumChromiumColbaltCopperIronLeadMagnesiumMaganeseMercuryNickelPotassiumSeleniumSilverSodiumThalliumVanadiumZinc

4/12/88SB080-2'

6510 J691

6.8 J '

43 J

0.52 J

3.8 J

94200 J_

—

18 IB

10600 J

399 J

31200 J

315 J--

1630-

4.5 J

164 J„

2462

4/12/88

SB088-10'

6230 J

85 J

4.8 J

38 J-

3.5 J119000 J

_...

13 JB

9770 J

7 J

35200 J

264 J-__

2110_

5.2 J

251 J„

1846

4/5/88

SB1112-14'

4460-

3.836 J

-

..

112000

9.15.3 J

17 JB

10600

12 J

42700 J

2730.19

131080

0.26 J

2.3226 JB

1135

4/7/88

SB124-6'

5710-4.253

-

~

75600128 J

18 JB11400

33 J

19200 J

1160

0.21

12884 J..

1.9 J

220 JB__

1543

4/11/88

SB1316-20'

2460 J43 J

7.8 J

15 J

0.48 J

2.6 J

177000 J4.8 J

._13 JB

8440 J

4.7 J

32000 J

293 J--

686 J-

6.7 J

144 J-

1226

4/8/88

SB148-10'

4400 J

29 J

3.8 J

38 J-

-

73000 J

2.6 J

17 J

15 JB

11000 J

11 J

22100 J

305 J--

1200-

5.2 J

118 J-

11 J

39

4/8/88

SB1418-20'

2690

72 J

3.5 J

16 J

0.46 J

6.1 J

164000 J

3.2 J._

16 JB

7920 J

5.2 J

37000 J

245 J--

790 J-

11 J

156 J-

1231

4/7/88

SB1522-24'

4620_3.344

-

-

85500

9.75 J

19 JB

11600 J

6.3 J

29500 J

2650.2151000 J

0.15 J

2 J210 JB-

9.4 J

51

4/19/88

SB15A6-8'

NANANANA

NA

NANANANANANANANANANANANANANANANANANA

4/15/88

SB1620-22'

5190 J30 J

7.2 J

29 J-

3 J82800 J

12 J„

13 JB

11500 J

5.8 J

25500 J

302 J-

101420

-5.3 J

176 J

--1728

4/14/88

SB1826-28'

3330 J

79 J

5.3 J

29 J

0.42 J

6.2 J

110000 J_.„

17 JB

9910 J

8.2 J

23100 J

332 J-

1030 J

6.1 J

134 J

-1386

Key:J = Estimated ValueB = Detected in the associated blank sample.R = Data unusable.


Sources:- July/August 1987 samples results taken from "Soil Boring Investigation, Vicinity of Finley Creek" report, dated August 21, 1987, by ERM-North Central.

April 1988 samples results taken from "Technical Memorandum No. 2, Geotechnical, Hydrogeological and Supplemental Predesign Investigation,"dated November 9, 1988, by CH2M Hill.


cHISTORICAL ANALYSESTOTAL METALSSOIL ANALYTICAL RESULTSTHIRD SITE


Date:


Metals - Soils

Concentrations in ug/kgAlumium

Antimony

Arsenic

Barium

Beryllium

Cadmium

CalciumChromium

Colbalt

Copper

Iron

LeadMagnesiumMaganese

Mercury

Nickel

Potassium

Selenium

Silver

SodiumThallium

VanadiumZinc

4/19/88SB18A

"

NANANANANA

NA

NA

NANANANANANANANANANANANANANANANA

4/19/88SB18A

4-6'

18100

R

6.597.7

0.63 J

-

3980023.3 B

10.3

27.3 B

20400 J

9.6 J

12900618-

22.4

3130

3.4 J.._

„

R108

4/19/88SB18A

6-8'

NANANANANA

NA

NA


4/19/88

SB18A

8-10'

NANANANANA

NA

NANANANANANANANANANANANANANANANANA

4/19/88SB18A10-12'

9980

R5.8

56.2

0.56 J..

101000R

7 J

24.8 B

15900 J5.9 J

28100355-

15.3

2940-

1.4 J-_

R41.5

4/18/99SB18B

26-28'

NANANANANA

NA


4/18/99SB18B

28-30'

1640 J

33 J

1.6 J

—..

5 J

205000 J3.8 J-9.9 JB

6310 J

3.5 J

24000 J210 J-9.2425 J-

11 J

131 J_

5.3 J

18

4/15/88SB1924-26'

6390 J

74 J

4 J

57..

5.3 J

9530019.3 J-

18 JB

12500 J6.1 J

26900 J307 J--

1910-

5.3 J

182 J-

2262

4/15/88SB20

24-26

2780 J

39 J

2.4 J

16 J__

2.6 J

162000 J2.5 J-

10 JB

6330 J3.5 J

27500 J219 J--

815 J-

7.9 J

194 J-7.7 J

28

4/27/88SB2110-12'

1540 J

R2.2 J

6.1 J..

0.54 J

70000

3.4 J2 J

7.9 J

3900 J4.1

13853 J133 J

0.13 J

6.8 J

321 J

-R

27 J-4.8 J

18 J

4/27/88

SB2114-16'

1350 J

R1.9 J

2.2 J_

1.3 J103000

3.9 J

2.2 J

5.9 J

3700 J4.4

26600 J171 J

--7.7 J

230 J

--R

48 J--5.7 J

18 J

Key:J - Estimated ValueB = Detected in the associated blank sample.R = Data unusable.

NA - Not analyzed.- = Nondetect






c,. » M*, miH*™* Sample ID:

Date:Boring No.

Depth (ft):

Metals - Soils

Concentrations in ug/kg

Alumium

Antimony

Arsenic

Barium

Beryllium

Cadmium

Calcium

Chromium

Colbalt

Copper

Iron

Lead

Magnesium

Maganese

Mercury

Nickel

Potassium

Selenium

Silver

Sodium

Thallium

Vanadium

Zinc

4/27/88

SB2120-22'

1450 JR

2.5 J

7.6 J-

0.76 J

78600

3.9 J

2.1 J

6.7 J

4860 J

4.219500 J

165 J

0.23 J

7.1 J

294 J-

R51 J_

5.3 J

16 J

4/28/88

SB23

12-14'

2180 JR

1.7 J

6.4 J-

1.6 J

105000

5.9 J

3.3 J

11 J

5780 J

5.528100 J

216 J

0.18 J

12 J

404 J-

R25 J

-

8.4 J

28 J

4/28/88

SB23

18-20'

2540 J

R1.2 J

12 J-

1.2 J

90800

6.6 J

3.8 J

13 J

6730 J

5.418900 J

239 J-

13 J

482 J-

R

46 J_

10 J

38 J

Key:J = Estimated ValueB = Detected in the associated blank sample.

R = Data unusable.NA = Not analyzed.- = Nondetect




HISTORICAL ANALYSESVOLATILE ORGANIC COMPOUNDSGROUND WATER ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANA

Table J-4Groundwater VOC Results Summary

Volatile Organic Compounds

Groundwater


BromomethaneVinyl chlorideChloroethaneMethylene chloride1,1-Dichloroethene1,1-DichloroethaneChloroform1 ,2-Dichloroethane1,1, 1 -TrichloroethaneCarbon tetrachlorideBromodichloromethanecis-1 ,3-DichloropropeneTrichloroetheneDtbromochloromethane1 , 1 ,2-TrichloroethaneBenzenetrans-1 ,3-DichloropropeneBromotbrmTelrachloroethene1 , 1 ,2,2-TrichloroethaneTolueneChlorobenezeneEthylbenzeneStyrene1 ,2-DichloropropaneChloromethaneCarbon disulfideAcetone4-Methyl-2-pentanone2-Hexanone2-Butanonetrans- 1 ,2-Dichloroethenecis-1 ,2-Dichloroethene1,2-Dichloroethene (Total)Xylenes (total)

Sample ID:MP87.02

Date: 7/31/87

Well No. Temporary

500U934500 U

230 U

235461

SOU30U

1320030 U

SOU

SOU277

SOU50 U

SOUSOUSOU58

SOU161SOU

419NA

SOU500 U

NA10 U

10 U

10 U

10 U

13337800NA1500

MP87-03A7/31/87

Temporary

5000 U5000U5000 U2500 U500U

1760500 USOOU

125000SOOUSOOUSOOU

281000SOOUSOOUSOOUSOOUSOOU

8500SOOU

2950500 U

2720NA

SOOU5000 UNA

10 U10 U10 U10 U

500 U12800NA

13800

MP87.4

8/4/87

Temporary

50 U36201130

25 U9980

5 U5 U5 U

710005 U

5 U

6 U181000

5 U5 U95 U5 U

158005 U

22307

4100NA

5 U50 U

NA14010 U10 U10 U

194163000

NA21700

MP87-058/4/87

Temporary

10 U607567

5 U13.S804

1 U1 U

4101 U

1 U

1 U39.8

1 U1 U1 U1 U1 U

18.11 U

15.21 U

1.5NA

1 U10 U

NA10 U10 U10 U10 U

81.42100NA78.4

MP87-06 ECC-MW-15 ECC-MW-17 ECC-MW-188/4/87 4/27/88 4/27/88 4/27/88

Temporary MW-15 MW-17 MW-18

10 U270135

5 U

18.169

1 UI U

71.1

1 U1 U

1 U47.1

1 U1 U1 U1 U1 U -

15.91 U

101 21 3

NA NA NA NA1 U

10 UNA

10 U10 U10 U10 U

85.6 NA NA NA4900 NA NA NANA59.6

MW-1 ECC-MW-19A

4/23/92 4/28/88

MW-18 MW-19A

NA10 U

NA10 U

NA10 U

NANA

10 U 21000NA

NA

NA10 U 11000

NANANANANA

10 U 1200 JNANANA

10 U 850 JNA NANANANA

10 UNANA

NA RNA NANA NA

10 U 3500010 U 2000 J

MW-2 ECC-MW-19B

4/23/92 4/28/88

MW-19A MW-19B

NA1000 UNA1000 UNA

270 J 220NANA2300 360NA

NANA

450 J 1700NANANANANAIOOOU 110NANANA

160 JNA NANANANAIOOOUNANANA RNA NANA NA

12000 330340 J

MW-3

4/23/92

MW-19B

NA400 U

NA100 B;

NA

540NANA

350 JNANA

NA

4600NANANANANA

120 JNANANA

400 UNANANANA

400 UNANANANANA2900

400 U

ECC-MW-204/27/88

MW-20

10027

-

26--

5

-

NA

-

--

NANA230

Key:

U - Compound wai not delected.J -Ellimaled ValueB - Compound detected in the aiiociated blank sample.R - Data unusable.

NA-Not analyzed.- -Nondetect

Sources:- July/August 1987 samples results taken from "Soil Boring Investigation, Vicinity of Finley Creek' report, dated August 21, 1987, by ERM-Nortri Central.- April 1988 samples results taken from "Technical Memorandum No. 2, Oeotechnical, Hydrogeological and Supplemental Predesign Investigation,"

dated November 9, 1988, by CH2M Hill.- April 1992 samples results taken from "Ground Water Sample Analytical Results' report, dated July 1992, by ERM-North Central.

E N V I R O N

HISTORICAL ANALYSESVOLATILE ORGANIC COMPOUNDSGROUND WATER ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANA

Table J-4Groundwater VOC Results Summary

Sample ID:

Volatile Organic CompoundsGroundwaterConcentrations in ug/l

BromomethaneVinyl chlorideChloroethaneMethylene chloride1,1-Dichloroethene1 , 1 -DichloroethaneChloroform1 ,2-Dichloroethane1,1,1 -TrichloroethaneCarbon tetrachlorideBromodichloromethanecis- 1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1,1,2-TrichloroethaneBenzenetrans-1 ,3-DichloropropeneBromolbrmTetrachioroethene1 , 1 ,2,2-TrichloroethaneTolueneChlorobenezeneEthylbenzeneStyrene1 ,2-DtchloropropaneChloromethaneCarbon disulftdeAcetone4-Methyl-2-pentanone2-Hexanone2-Butanonetrans- 1 ,2-Dichloroethenecis-1, 2-Dichloroethene1,2-Dichloroethene (Total)Xylenes (total)

MW-4 ECC-MW-21

Date: 4/23/92 4/27/88

Well No. MW-20 MW-21

NA470

NA330 U

NA630

NANA

330 UNA

NA

NASOOU

NANANANANA

300 U

NANANA

300 UNA NANA

NANA

330 U -NANANANA NANA NA5000300 U

MW-5 ECC-MW.22

4/23/92 5/3/88

MW-21 MW-22

NA10 U

NA10 U

NA10 U

NANA

10 U

NA

NA

NA10 U

NANANANANA

10 UNANANA

10 UNA NANANANA

10 UNANANANA NANA NA

10 U10 U

MW-6

4/23/92

MW-22

NA450

NA50 J

NA600

NANA

380 UNA

NA

NA380 U

NA 'NANANANA

380 UNANANA380 U

NANANANA

380 UNANANANANA5100

380 U

Key:U -Compound was not detected.J - Estimated ValueB - Compound delected in the associated blank sample.R - Data unusable.

NA -Notanalyzed.-. - Nondetect

- July/August 1987 samples results taken from "Soil Boring Investigation. Vicinity of Finley Creek" report, dated August 21,1987, by ERM-North Central.- April 1988 samples results taken from "Technical Memorandum No. 2. Geotechnical. Hydrogeological and Supplemental Predesign Investigation,"

dated November 9, 1988. by CH2M Hill.- April 1992 samples results taken from -Ground Water Sample Analytical Results" report, dated July 1992, by ERM-North Central.

E N V I R O N

HISTORICAL ANALYSESSEMIVOLATILE ORGANIC COMPOUNDSGROUND WATER ANALYTICAL RESULTSTHIRD SITE

ZIONSVILLE, INDIANA

Table J-5Groundwater SVOC Results Summary

SemivolatUe Organic CompoundsGroundwater

Concentrations in ug/lPhenolbis(2-Chloroethyi)ether2-Chlorophenol1,3-Dichlorobenzene1,4-Dichlorobenzene1,2-Dichlorobenzene2-Methylphenol2,2'-oxybis4-MethyphenolN-nitroso-di-N-propylatnineHexachloroethaneNitrobenzeneIsophorone2-Nitrophenol2,4-Dimethylphenolbis(2-Chloroethoxy)methane2,4-Dichlorophenol1 ,2,4-TrichlorobenzeneNaphthalene4-ChloroanilineHexachlorobutadiene4-Chloro-3-nKthylphenol2-MethylnapthaleneHexachtorocyclopentadiene2,4,6-Trichknophenol2,4,5-Trichlorophenol2-CWoronaphlhalew2-NitroanilineDimethyl phthalale2,6-DinitrotolueneAcenaphthylene3-NitroanilineAcenaphthene2,4-Dinitrophenol4-Nitrophenol2,4-DinitrotolueneDibenzofuranDiethylphlhalate4-Chloropheylphenyl etherFluorene4-Nitroaniline4,6-Dinitro-2-methylphenolN-Nitrosodipbenylamine4-BromophenyIphenyI etherHexachlorobenzenePentachlorophenolPhenanthreneAnthraceneCartnzoledi-n-Butyl phthalateFluoranthenePyreneButylbenzylphthalate3,3'-Dichlorobenzidinebis(2-Ethylhexyl)phthalateBenzo(a)anthraceneChrysenedi-n-Octyl phthalateBenzo<b)fluorantheneBenzoOOfluorantheneBenzo(a)pyreneIndeno(l ,2,3-cd)pyreneDibenz(a,h)anthraceneBenzo(g,h,i)Dery)ene

Sample ID:MFTMtt

Date: 7/31/87Well No. TemporaryBottom ofWell Elev.

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

MPB7-4BA

7/31/87Temporary

NANANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

MPS7-4

8/4/87Temporary

NANANANANANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

MP87-03

8/4/87

Temporary

NANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

MP87-OS

8/4/87

Temporary

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

ECC-MW-15

4/27/88

MW-15

_

NA

NA

NA_

-

-

NA

-

NA

NA

NA

-

NA_

NA

NA

NA

-

NA

NA

NA

-

NA

NA

NA

NA

-

-

NA

NA

-

NA

NA

NA

NA

NA

6 J

NA

NA

R

-

-

NA

NA

NA

NA

NA

NA-

NA

NA

NA

NA

21 B

NA

NA

NA

NA

NANANA

NA

NA

ECC-MW.17

4/27/88

MW-17

-NA

NA

NA-

-

-

NA

-

NA

NA

NA

-NA-

NA

NA

NA

-

NA

NA

NA

-

NA

NA

NA

NA

-

-

NA

NA

-

NA

NA

NA

NA

NA

-

NA

NA

R

-

-

NA

NA

NA

NA

NA

NA

4 J

NA

NA

NA

NA

13 JB

NA

NA

NA

NA

NA

NA

NA

NA

NA

ECC-MW-18

4/27/88

MW-18

-NA

NA

NA-

-

-

NA

-

NA

NA

NA

-

NA-

NA

NA

NA

-

NA

NA

NA

-

NA

NA

NA

NA

-

-

NA

NA

-

NA

NA

NA

NA

NA

-

NA

NA

R

-

-

NA

NA

NA

NA

NA

NA

-

NA

NA

NA

NA

13 JB

NA

NA

NA

NA

NA

NA

NA

NA

NA

MW-1

4/23/92

MW-18

10 U

NA

NA

NA

10 U

10 U

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

10 U

NA

NA

NA

NA

NA

10 U

NA

NA

25 U

NA

25U

NA

NA

NA

25U

NA

25 U

25U

NA

NA

10 U

NA

NA

25 U

25U

NA

NA

NA

23U

NA

NA

NA

NA

NA

NA

NA

NA

2JB

NA

NA

NA

NA

NA

NA

NA

NA

NA

BCC-MW-I9A

4/28/88MW-19A

_

NA

NA

NA

65

310-

NA-

NA

NA

NA

-

NA_

NA

NA

NA

-

NA

NA

NA

6 JNA

NA

NA

NA

R

-

NA

NA

R

NA

NA

NA

NA

NA

-

NA

NA

R

-

R

NA

NA

NA

NA

NA

NA-

NA

NA

NA

NA

15 JB

NA

NA

NA

NA

NA

NA

NA

NA

NA

Key:U « Compound was not detected.J » Estimated ValueB «= Compound detected in die associated Dbmk sample.R « Data unusable.E -Cnwualdeie^ouskie lite calibration rawe.

NA -Notanalyzed.- »No«teieci

- July/August 1987 samples results taken from "Soil Borinc unesoiaoon. Vicinity of fintey Creek" report, <hKd August 21. 1987. by ERM-North Cental.- April 1988 samples leaks taken from "Technicil Memonnkim No. 2, Geolcchn , Hydroftokwkal urf Sucplmnnl Prafcsiio lovcsdMUorL-

daBd Novtmtef 9. 1988. by CH2M Hill.- April 1992 samples results taken from 'Ground Water Sample Analytical Results" reoon. dated July 1992, by ERM-Nonh Cemal.

HISTORICAL ANALYSESSEMIVOLATILE ORGANIC COMPOUNDSGROUND WATER ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANA

Table J-5Groundwater SVOC Results Summary

Sample ID:

SemivolatUe Organic CompoundsGroundwater

Concentrations in ug/lPhenolbis(2-Chloroethyl)eiher2-Chlorophenol1,3-Dichlorobenzene1 ,4-Dichlorobenzene1 ,2-DichloFobenzene2-Methylphenol2,2'-oxybis4-MethyphenolN-nitroso*di-N-propylamineHexachloroethaneNitrobenzeneIsophorone2-Nitrophenol2,4-Dimethylphenolbis(2-Chloroethoxy)methane2.4-Dichlorophenol1 ,2,4-TrichlorobenzeneNaphthalene4-ChloroanilineHexachlorobutadiene4-Chloro-3-methylphenol2-MethylnapthaleneHexachlorocyclopentadiene2,4,6-Trichlorophenol2,4,5-Trichlorophenol2-Chloronaphthalene2-NitroanilineDimethyl phthalate2,6-DinitrotolueneAcenaphthylene3-NitroaniIineAcenaphthene2,4-Dinitrophenol4-Nitrophenol2,4-DinitrotolueneDibenzofuranDiethylphthalate4-Chloropheylpnenyl etherFluorene4-Nitroaniline4,6-Dinitn>-2-methylphenolN-Nitrosodiphenylamine4-Bromophenylphenyl etherHexachlorobenzenePentachlorophenolPhenanthreneAnthraceneCartnzoledi-n-Butyl phthalateFluoranthenePyreneButylbenzylphthalate3.3'-Dichlorobenzidinebis(2-Ethylhexyl)phthalateBenzo<a)amhraceneChrysenedi-n-Ocryl phthalateBenzo(b)fluorantheneBenzo(k)fluorantheneBenzo<a)pyreneIndeno(l,2,3-cd)pyreneDibenz(a,h)anthraceneBenzo(g,h,i)peryleiK

MW-2

Date: 4/23/92Well No. MW-19ABottom ofWdlBev.

2 JNANANA

11

630 E

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

1 J

NA

NA

NA

NA

NA

2J

NA

NA

25U

NA

25 U

NA

NA

NA

25U

NA

25 U

25U

NA

NA

10 U

NA

NA

25 U

25 U

NA

NA

NA

25 U

NA

NA

NA

NA

NA

NA

NA

NA

2JB

NA

NA

NA

NA

NA

NA

NA

NA

NA

ECC-MW-19B

4/28/88

MW-19B

-NA

NA

NA_

66

-

NA

-

NA

NA

NA

-

NA

-

NA

NA

NA

-

NA

NA

NA

-

NA

NA

NA

NA

R

-

NA

NA

R

NA

NA

NA

NA

NA

-

NA

NA

R

-

R

NA

NA

NA

NA

NA

NA-

NA

NA

NA

NA

34 B

NA

NA

NA

NA

NA

NA

NA

NA

NA

MW-3

4/23/92MW-19B

10 UNANANA

10 U65

NANA

NA

NA

NA

NA

NA

NA

NA

NA

10 U

NA

NA

NA

NA

NA

10 U

NA

NA

25U

NA

25UNA

NA

NA

25U

NA

25U

25 U

NA

NA

1 J

NA

NA

25 U

25 U

NA

NA

NA

25 U

NA

NA

NA

NA

NA

NA

NA

NA

3 JB

NA

NA

NA

NA

NA

NA

NA

NA

NA

ECC-MW-20

4/27/88MW-20

-NA

NA

NA-

-

-

NA

-

NA

NA

NA-

NA

-

NA

NA

NA-

NA

NA

NA-

NA

NA

NA

NA-

-

NA

NA-

NA

NA

NA

NA

NA

-

NA

NA

R

-

-

NA

NA

NA

NA

NA

NA-

NA

NA

NA

NA

8 JB

NA

NA

NA

NA

NA

NA

NA

NA

NA

MW-»

4/23/92MW-20

10 UNANA

NA

10 U

10 U

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

10 U

NA

NA

NA

NA

NA

10 U

NA

NA

25 U

NA

25 U

NA

NA

NA

25 U

NA

25 U

25 U

NA

NA

10 U

NA

NA

25 U

25 U

NA

NA

NA

25 U

NA

NA

NA

NA

NA

NA

NA

NA

2 J B

NA

NA

NA

NA

NA

NA

NA

NA

NA

ECC-MW-21

4/27/88MW-21

_

NA

NA

NA-

-

-

NA

-

NA

NA

NA-

NA

-

NA

NA

NA-

NA

NA

NA

-

NA

NA

NA

NA-

-

NA

NA-

NA

NA

NA

NA

NA

-

NA

NA

R

-

-

NA

NA

NA

NA

NA

NA

5 J

NA

NA

NA

NA

26BNA

NA

NA

NA

NA

NA

NA

NA

NA

MW-5

4/23/92MW-21

10 UNANANA

10 U10 U

NA

NA

NA

NA »-

NA

NA

NA

NA

NA

NA

10 U

NA

NA

NA

NA

NA

10 U

NA

NA

25 U

NA

25U

NA

NA

NA

2SU

NA

25U

25U

NA

NA

10 U

NA

NA

25 U

25U

NA

NA

NA

25 U

NA

NA

NA

NA

NA

NA

NA

NA

2 JB

NA

NA

NA

NA

NA

NA

NA

NA

NA

ECC-MW-22

5/3/88

MW-22

6 JB

NA

NA

NA-

-

-

NA

-

NA '

NA

NA-

NA

-

NA

NA

NA-

NA

NA

NA

-

NA

NA

NA

NA-

-

NA

NA-

NA

NA

NA

NA

NA

-

NA

NA

R

-

-

NA

NA

NA

NA

NA

NA-

NA

NA

NA

NA

5 J

NA

NA

NA

NA

NA

NA

NA

NA

NA

MW-6

4/23/92MW-22

10 UNANANA

10 U10 U

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

10 U

NA

NA

NA

NA

NA

10 U

NA

NA

25 U

NA

25U

NA

NA

NA

25U

NA

25U

25U

NA

NA

10 U

NA

NA

25 U

25U

NA

NA

NA

25 U

NA

NA

NA

NA

NA

NA

NA

NA

2JB

NA

NA

NA

NA

NA

NA

NA

NA

NA

Key:U - Compound was not detected.J - Estimated ValueB = Compound detected in (he associated blank sample.R -Dataunusable.E - Compund detected outside die calibnoon range.

NA - Not analyzed.- = Nondclect

juices:- July/August 1987 samples results taken from "Soil Boriw Investigation, Vicinity of Fmfcy Creek" report, dated August 21, 1987, by ERM-North Central.- April 1988 simples results taken from Technical Memorandum No. 2, Geolechnical. Hydrogcokwcal and Supplemental Prcdesvn Investigation."

dated November 9. 1988, by CH2M Hill.- April 1992 samples results taken from "Grout*! Water Sample Analytical Results" report, dated July 1992. by ERM-Nonh Central.

ENVIRON

ur ..i

HISTORICAL ANALYSES

TOTAL AND DISSOLVED METALSGROUND WATER ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANA - , -_Sample ID:

Table J-6Groundwater Metals Results Summary

Metals

GroundwaterConcentrations in ug/l

Alumium

AntimonyArsenicBariumBerylliumCadmiumCalciumChromiumColbaltCopperIronLeadMagnesiumMaganeseMercuryNickelPotassiumSeleniumSilverSodiumThalliumVanadiumZinc

MP87-02

Date: 7/31/87Well No. TemporaryBottom ofWell Elev.


MP87-03A

7/31/87

Temporary


MP87-4

8/4/87Temporary


MP87-05

8/4/87

Temporary

NANANANANANANA


MP87-06

8/4/87Temporary


ECC-MW-15

4/27/88MW-15

Total

9200 J__

11 J513

__

5 J222000

2612 J

114 J42600 J

74 J60900

781 J-

42 J2910 J

R-

15200-

25 J195 J

ECC-MW-15

4/27/88MW-15

Dissolved

31 JB__

348 B_

2.1 J90400

11 JB„

5 JB516 J3.9 J

3420045_

6J1180 JB

R--

14800--

38 JB

ECC-MW-17

4/27/88MW-17

Total

21100 J__

28 J1140

2.5 J14 J

516000

5050 J

423 J88900 J

723 J140000

2600 J0.9 J135 J

5960147 J-

16200-

45 J416 J

ECC-MW-17

4/27/88MW-17

Dissolved

123 JB_2.1 J508_

96600

8 JB„

4 JB408 JB_

3410097

0.2 J8 J

1920 JR

--16300

--100 JB

ECC-MW-18

4/27/88MW-18

Total

9420 J__

11 J578„

6.8 J305000

23 B16 J64 J

45700 J33 J

744001020 J-

49 J3270 J

R

-13600

19 J143 J

ECC-MW-18

4/27/88

MW-18

Dissolved

382 J„._

540__

3.1 JB179000

10 JB_.

8 JB6220 J

11 J37000

4020.2 J

6 J1460 JB

R

-13800

--126 JB

Key:J - Estimated Value

B - Compound detected in the associated blank sample.R - Data unusable.

NA - Not analyzed.- - Nondetect


dated November 9,1988, by CH2M Hill.- April 1992 samples results taken from "Ground Water Sample Analytical Results" report, dated July 1992, by ERM-North Central.

I o f 3 E N V I R O N

HISTORICAL ANALYSESTOTAL AND DISSOLVED METALSGROUND WATER ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANA - , „.

Sample ID:


MetalsGroundwater


MW-1

Date: 4/23/92Well No. MW-18Bottom of

Well Elev.

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

ECC-MW-19A

4/28/88MW-J.9A

Total

7630 J-

28 J657-

5.3 J

320000

27

16 J

40 JB

27400 J

33 J

91100

1060 J-

42 J

2640 J

R-

21600_

29 J

86 J

ECC-MW-19A

4/28/88

MW-19A

Dissolved

534 J-.

24 J

404B-

-

92600

12 JB-

9JB

5220 J

4 J

31200

430

11 J

1780 J

R-

21100_.

6 J

213 J

MW-2

4/23/92MW-19A

NANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

ECC-MW-19B

4/28/88MW-19B

Total

171 J_.

._

392-

-

81200

9 JB..

5 JB

2950„

27400

79 J-

7 J

1410 JR

-

13200„

5 J

3 J

ECC-MW-19B

4/28/88MW-19B

Dissolved

43 JB..

2 J

404 B

_

80500

9JB_

4 JB

2110 J__

27400

69-

-

1480 J

R-

14000-_

'52 JB

MW-3

4/23/92MW-19B

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

ECC-MW-20

4/27/88

MW-20

Total

29700 J„

32 J

1050

2.6 J

13

514000

65

52

350 J

92900 J

278 J

130000

2330 J

0.4 J

165 J

11500

R

-

57000-

66 J

534 J

ECC-MW-20

4/27/88

MW-20

Dissolved

26 JB15 JB

4 J

570-

19 JB

102000

11 JB

3 JB

R._

42900

200-

13 J

7060

R

-

56400

-

4 J

25 JB

MW-4

4/23/92MW-20

NANA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NANA

NA

NA

NA

NA

NA

NANA

NA

NA

ECC-MW-21

4/27/88MW-21

Total

14300 J..

17 J

660-

7.5

514000

25

25 J

113 J

76000 J

122 J

103000

2220 J

0.2 J

76 J

4440 J

R

13300

-22 J

324 J

Key:J = Estimated ValueB = Compound detected in the associated blank sample.R = Data unusable.





HISTORICAL ANALYSESTOTAL AND DISSOLVED METALSGROUND WATER ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANA


Metals

Groundwater


ECC-MW-21

Date: 4/27/88Well No. MW-21

Bottom ofWell Elev.

Dissolved

254 J

--320 B

-

~

1040006JB_

4 JB

1440 J

4.8 J

30300

142-_

1280 JB

R_

12800..-

56 JB

MW-5

4/23/92MW-21

NANANANA

NA

NA


ECC-MW-225/3/88MW-22

Total

280000 J

R2.2 J

2430 J

10.8 J

-

2439000233245

1380 J825000 J

15.1 J

738000

14500 J

599 J

40000 J

R3.1 JB

51300

R541 J

2430 J

ECC-MW-22

5/3/88MW-22

Dissolved

1970 JR

6.9 J

398 JB

--

-

10200012.3 JB6.5 JB

21.2 JB

5140 J

16.5 J

35100

196-24.8 JB

2970 J

R-

51400

R-144 JB

MW-6

4/23/92MW-22

NANANANA

NANANANANANANANANANANANANANANANANANANA

Key:J = Estimated ValueB = Compound detected in the associated blank sample.R = Data unusable.

NA = Not analyzed.- - Nondetect




HISTORICAL ANALYSESVOLATILE ORGANIC COMPOUNDSSURFACE WATER ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANA

Table J-7Surface Water VOC Results Summary

Sample ID:Date:

Location:Condition:

Volatile Organic CompoundsSurface Water

Concentrations In ug/lBromomethaneVinyl chlorideChloroethaneMethylene chloride1,1-Dichloroethene1,1-DichloroethaneChloroform1,2-Dichloroethane1,1,1 -TrichloroethaneCarbon tetrachlorideBromodichloromethanecis- 1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1,1,2-TrichloroethaneBenzenetrans- 1 , 3 -DichloropropeneBromoformTetrachloroethene1,1,2,2-TrichloroethaneTolueneChlorobenezeneEthylbenzeneStyrene

1 ,2-DichIoropropaneChloromethaneCarbon disulfideAcetone4-Methyl-2-pentanone2-Hexanone2-Butanonetrans-1, 2-Dichloroethenecis- 1 ,2-DichloroetheneXylenes (total)1 ,2-Dichlorobenzene

si05/12/87

Finley creek

10 u10 u10 u5 U1 U

1.4

1 U

1 U

6.6

1 U

1 U

1 U1 U1 U

1 U

1 U

1 U

1 U1 U

1 U

1 U

1 U

1 U

NA

1 U

10 UNA

NA

NA

NA

NA

1 U

35.51.5

1.6

S205/12/87

Finley creek

10 u10 u10 U5 U1 u

2.4

1 U

1 U

8.3

1 U

1 U

1 U1 U

1 U

U

U

uuuuuuu

NA

1 U

10 U

NANA

NA

NA

NA

1 U

36.6

1.8

1.5

S305/12/87

Finley creek

10 U10 u10 U

5 U

1 U

1 U

1 U

1 U

I U

1 U1 U1 U1 U

1 U

1 U

1 U

1 U1 U

1 U

1 U1.4

1 U

1 U

NA

1 U10 U

NANA

NA

NA

NA

1 U

6.8

1.31 U

S4


10 U10 U

10 U

5 U1 U

2.8

1 U

1 U

8.2

1 U

1 U

1 U1 U

1 U

1 U

1 U

1 U

1 U

1 U1 U

1 U

1 U

1.3NA

1 U

10 UNANA

NA

NA

NA

1 U38.7

2.7

2.2

SS05/12/87

Finley creek

10 U10 U10 U5 U1 U

1 U

1 U

1 U

1 U

1 U1 U

uuuuuuuuuuuu

NA

1 U

10 UNANA

NA

NA

NA

1 U

1 U

1 U

1 U

S905/12/87

Finley creek

10 U10 U10 u5 U1 U1 U

1 U

1 U

1 U

1 U1 U1 U1 U

1 U

1 U

1 U

1 U1 U

1 U1 U

1 U

1 U1 U

NA

1 U

10 UNANA

NA

NA

NA

1 U

1 U

1 U

1 U

S1005/12/87

Finley creek

10 U10 U10 U

5 U1 U

1 U

1 U

1 U

1 U

1 U1 U1 U1 U

I U

1 U

1 U

1 U

I U1 U

1 U1 U

1 U1 U

NA

1 U

10 UNA

NANA

NA

NA

1 U

1 U1 U

1 U

Sll


10 U10 u10 U

5 U

1 U1 U

1 U

1 U

l u1 U1 Ul u1 U1 U

1 U1 U

1 U1 U1 U

1 U

1 U1 U

1 UNA

1 U

10 UNANANA

NA

NA1 U

1 U1 U

1 U

SW-1


NA

1.4 J

J"_

J*1.4 J

_

5

NA

NANA

J«

NA_

_

NANA

NA_

-

-NA

-NA

-

-NA-

J*

19

-)•

SW-206/08/87

Finley creek

NA

1.5 J}'_

J*1.5 J

_

5.5

NA

NANA

J*

NA_

„

NANA

NA-

-

-NA

-NA

-

-NA

-J'

21

-J*

SW-3


NA1.6 J

j*_

1*1.6 J

6.8

NA

NANA

J«NA_

_

NANA

NA-

-

-NA

-NA

-NA

J*

23

-1.3 J

SW-4


NA1.6 J

j*

j*1.5 J

_

4.9

NA

NANA

J»

NA_

_

NA

NA_

NA-

-

NA

-NA

--

NA

-J»

19

-J«

Key:U = Compound was not detected.J = Estimated Value

J* * Compound positively identified, concentration ii estimated to be Iras than 1 ug/l.B - Compound detected in the associated blank sample.

NA-Notanalyzed.- -Nondetect

urces:- May 1987 samples results taken from "Soil Boring Investigation, Vicinity of Finley Creek" report, dated August 21, 1987, by ERM-North Central.- June 1988 samples results taken from 'Technical Memorandum No. 2, Gwtechnical, Hydrogeological and Supplemental Predesign Investigation,"

dated November 9. 1988, by CH2M Hill.

E N V I R O N

HISTORICAL ANALYSESVOLATILE ORGANIC COMPOUNDSSURFACE WATER ANALYTICAL RESULTSTHIRD SITEZIONSVILLE, INDIANA

Sample ID: sw-5 sw-30Date: 06/08/87 06/08/87

Location: Finley creek Finley creekCondition:

Table J-7Surface Water VOC Results Summary

Volatile Organic CompoundsSurface Water

Concentrations in ug/tBromomethaneVinyl chlorideChloroelhaneMeihylene chloride1,1-Dichloroethene

NA59

189

1,1-DichloroethaneChloroform1 ,2-Dichloroethane1,1,1 -TrichloroethaneCarbon tetrachlorideBromodichloromethanecis-1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1,1,2-TrichloroethaneBenzenetrans-1 ,3-DichloropropeneBromoformTetrachloroethene1 , 1 ,2,2-TrichloroethaneTolueneChlorobenezeneEthylbenzeneStyrene1,2-DichloropropaneChloromethaneCarbon disulfideAcetone4-Methyl-2-pentanone2-Hexanone2-Butanonetrans-1 ,2-Dichloroethenecis-1, 2-DichloroetheneXylenes (total)1 ,2-Dichlorobenzene

NANA

NA

NA

NA

NA

NA

NA

NA

NA

-

149

J«

108

NA

NA

NA

16.4

NA

1 J

NA

NA

4.1

NA

9

41

18.2

NA

NA

NA

12.4

164

76

31

Key:U = Compound vwntft detected.J-Estimated Value

J* - Compound positively identified, concentration a estimated to be less than I ug/l.B -Compound detected in the associated blank sample.

NA-Not analyzed.--Nondetect

Sources:- Miy 1987 samples results taken from "Soil Boring Investigation, Vicinity of Finley Creek" report, dated August 21, 1987, by ERM-North Central.- June 1988 samples results taken from "Technical Memorandum No. 2, Geottchnicil, Hydrogeological and Supplemental Predesign Investigation."


E N V I R O N

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