WARZYN TECHNICAL MEMORANDUM 3 - REMEDIAL … · June 13, 1989 2 Cur Ref: 25389.52 1.2 Objectives...

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WARZYN

REPORT TECHNICAL MEMORANDUM 3PROJECT NO. REMEDIAL INVESTIGATION25389.62 FADROWSKI DRUM DISPOSAL SITE

FRANKLIN, WISCONSIN

PREPARED FOR:

ACME PRINTING INK COMPANYMILWAUKEE, WISCONSIN

PREPARED BY:

WARZYN ENGINEERING INC.MILWAUKEE, WISCONSIN

EPA Region 5 Records Ctr.

208098

JUNE 1989

WARZYN

June 14, 198925389.62

Mr. Fredrick A. Micke, P.E.CERCLA Enforcement Section (5HS-11)U.S. EPA Region V230 South Dearborn StreetChicago, Illinois 60605

Dear Mr. Micke:

Enclosed are five copies of Technical Memorandum 3 for the Fadrowski DrumDisposal Site.

If you have any questions, please call.

Sincerely,

WARZYN ENGINEERING, INC.

Larry J. WehrheimHydrogeologist

Michael J. RadcliffeProject Manager

LJW:vah:MJR[DRL:606:C:AB9]

Enclosures

cc: Randy Walburn - Acme Printing Ink Co.Michael J. Tennis - Acme Printing Ink Co.

TECHNICAL MEMORANDUM 3

REMEDIAL INVESTIGATION

FADROWSKI DRUM DISPOSAL SITE

FRANKLIN, WISCONSIN

PREPARED FOR

ACME PRINTING INK COMPANY

MILWAUKEE, WISCONSIN

PREPARED BY

WARZYN ENGINEERING INC.

11270 WEST PARK PLACE, SUITE 400

MILWAUKEE, WISCONSIN 53224

PROJECT NO. 25389.62

JUNE 1989

TABLE OF CONTENTS

1.0 INTRODUCTION

Page

1.1 General 1

1.2 Objectives 2

1.3 Approach 2

2.0 SUMMARY OF WORK PERFORMED 2

3.0 RESULTS OF INVESTIGATIONS

3.1 General Observations 5

3.2 Analytical Results 7

4.0 CONCLUSIONS AND RECOMMENDATIONS 9

TABLE OF CONTENTS

(Continued)

TABLES

Table 1 - Soil Boring Summary

Table 2 - Summary of TCL Organics in Soil Boring Samples

Table 3 - Soil Boring Inorganics Results

Table 4 - Summary of Toluene Results

Table 5 - Total Polynuclear Aromatic Hydrocarbons (PAH)

Concentrations in Soil Boring Samples

FIGURES

Figure 1 - Site Location Map

Figure 2 - Soil Boring Location Map

Figure 3 - Map of Toluene Concentrations in Soil

APPENDICES

Appendix A - Soil Boring Logs

Appendix B - Analytical Results

TECHNICAL MEMORANDUM 3

REMEDIAL INVESTIGATION

FADROWSKI DRUM DISPOSAL SITE

FRANKLIN, WISCONSIN

1.0 INTRODUCTION

1.1 General

The Fadrowski Drum Disposal Site (FDDS) is located in Franklin, Wisconsin

and was once used as a disposal area for construction and demolition debris

(Figure 1). According to a complaint received by the Wisconsin Department

of Natural Resources (WDNR) and the U.S. Environmental Protection Agency

(U.S. EPA), the FDDS was also used as an unpermitted disposal area for

hazardous wastes. On April 17, 1987, the U.S. EPA and the WDNR entered

into an Administrative Order by Consent with Acme Printing Ink Company to

conduct a Remedial Investigation/Feasibility Study (RI/FS) for the site.

The approved RI/FS Work Plan for the FDDS outlines a phased approach to

completing the RI/FS and specifies submittal of four Technical Memoranda to

present and discuss results of Phase I site investigations. Combined

Technical Memoranda 1 and 2, which was previously submitted, discussed the

waste characterization task (2.5.1) and the surface water and sediment

investigation task (2.5.2), respectively. This Technical Memorandum

(Technical Memorandum 3) discusses the soils investigation task (2.5.3).

Technical Memorandum 4 w i l l address the hydrogeologic investigation task

(2.5.4).

WARZYN

June 13, 1989 2 Cur Re f : 2 5 3 8 9 . 5 2

1.2 Objectives

The objective of the soils investigation task (2.5.3) was to determine the

vertical and horizontal extent of the potential soil contamination at the

FDDS and to characterize native soils. Data collected during this task

w i l l be used to assess the nature and extent of contamination and to

support the Feasibility Study. The overall objective of Phase I is to

characterize potential contaminants and migration pathways and evaluate

potential contaminant migration along these pathways.

1.3 Approach

As previously stated, the RI/FS Work Plan outlines a phased approach to

completing the RI. Soil borings were performed across the site to

determine the extent of potential soil contamination. Soil samples were

then collected from these borings to evaluate the vertical and horizontal

extent of potential soil contamination. Soil samples were screened in the

field for volatile organic compounds (VOCs) and samples from the interval

containing the highest VOC readings were selected for laboratory analysis.

If either the horizontal and vertical extent of soil contamination or the

character of native s o i l s cannot be adequately estimated at the completion

of Phase I, a second phase of investigation w i l l be proposed to address

identified data gaps. Recommendations for addressing data gaps or

deficiencies identified in the Technical Memorandum w i l l be presented.

2.0 SUMMARY OF WORK PERFORMED

Twenty-five soil borings were performed at the FDDS between December 19,

1988 and January 5, 1989 by Exploration Technology, Inc., Madison,

WARZYN

June 13, 1989 3 Our Ref: 25389.62

Wisconsin, and were observed by a Warzyn Engineering Inc. (Warzyn)

geologist. As stated above, the borings were conducted to investigate

potential soil contamination. Information from these soil borings wi l l

also be used in Technical Memorandum 4 to delineate the vertical and

horizontal extent of fill material across the site. Boring locations were

selected to obtain a representative distribution across the site and also

to investigate anomalies identified during the geophysical survey (Work

Plan subtask 2.5.1.1). Soil boring locations are shown on Figure 2.

Soil borings SB-1 through SB-11 and SB-18 through SB-25 were advanced with

a Deitrich D25 trailer-mounted rotary rig using either 2 1/4-in. inside

diameter hollow-stem augers or 6 1/4-in. outside diameter solid-stem flight

augers. Borings SB-12 through SB-17 were advanced with a CME 75 truck-

mounted rotary rig using 4 1/4-in. inside diameter hollow-stem augers.

Each boring was continuously sampled with a 2 - i n . outside diameter s p l i t -

spoon driven to 24-in. The soils were classified by the site geologist

using the Unified Soil Classification System. Soil boring logs are

presented in Appendix A.

Soil samples were screened with an HNU Systems, Inc., Model PI 101

photoionization detector (PID) with a 10.2 eV. lamp, immediately after

opening of the split-spoon. Next, a portion of the sample was placed into

an 8-ounce glass jar and heated to approximately 60° to 70° Fahrenheit for

15 to 30 minutes. The sample was then screened a second time by checking

the head space of the heated jar sample with the PID probe.

WARZYN

June 13, 1989 4 Our Ref: 25389.52

Each soil sample was collected by the geologist from the split-spoon with a

stainless steel spatula or knife and placed into sample containers.

Portions of the sample analyzed for volatile organic compounds (VOCs) were

placed immediately into 4-ounce glass analytical jars with teflon li d s to

prevent the loss of VOCs. The remainder of the sample was placed into a

stainless steel bowl and mixed prior to placement into 8-ounce glass

analytical jars with teflon lids. One soil sample from each of the 25 soil

borings and three field duplicate samples was selected for analysis of

Target Compound List (TCL) and Target Analytical List (TAL) parameters.

Samples were selected for analysis from the interval having the highest PID

reading. If there were no PID readings greater than background, then

samples for analysis were collected from 2 to 4-ft. depth interval. Table

1 contains a l i s t of sample numbers and a summary of sample information.

Soil samples were placed in refrigerated coolers and shipped w i t h i n 48

hours under chain-of-custody procedures to Warzyn's analytical laboratory

in Madison, Wisconsin. Samples were analyzed by Warzyn's analytical

laboratory for cyanide and the remainder of the TCL and TAL parameters were

analyzed by Hazelton Laboratories of America in Madison, Wisconsin. Soil

analytical results are presented in Appendix B.

D r i l l i n g equipment (i.e., augers, d r i l l rod, etc.) was washed with a

trisodium phosphate (TSP) and hot water solution and rinsed by stea^

cleaning before d r i l l i n g at each location. Sampling utensils (i.e., s p l i t -

spoon, stainless steel spatula and mixing bowls, etc.) were washed with TSP

and hot water solution and double rinsed with d i s t i l l e d water. At a

minimum, the entire d r i l l rig was steam-cleaned prior to the commencement

WARZYN

June 13, 1389 5 Our Ref: 25389.62

of field work each day. Decontamination water was discarded adjacent to

soil borings or at the decontamination area illustrated on Figure 2. Soil

boring s p o i l s were left on-site adjacent to boring locations and each

borehole was backfilled with granular bentonite. Bentonite pellets were

used to backfill boreholes containing water.

3.0 RESULTS OF INVESTIGATION

3.1 General Observations

The 25 so i l borings ranged in depth from 2 to 15-feet and averaged 10.6-ft.

in depth. Borings were advanced less than 10 feet at locations where an

obstruction was encountered (i.e., concrete f i l l ) . F i l l material was

present in each soil boring except SB-18, SB-19, and SB-20 (see Figure 2).

The f i l l material consisted of a mixture of brown clay, black silty clay,

sand and gravel, and a variety of construction f i l l materials (e.g.,

concrete, asphalt, wood scrap, etc.). The materials present at borings SB-

21 and SB-22 were also classified as fill material, but contained disturbed

natural clay materials and no construction debris (see Appendix A). The

disturbed material at these locations is probably from the installation of

the stormwater sewer and outfall illustrated on Figure 2. Boring and f i l l

depth information is summarized on Table 1.

In descending order, material present in the soil borings generally

consisted of f i l l , yellow-brown lean clay and medium gray lean clay.

Based on visual field observations, the natural clay units were stiff to

hard lean clays intermixed with an estimated 10 percent or less of fine

sand and subangular dolomitic gravel. In addition, trace fractions (less

than 5 percent) included: black and blue-gray shale fragments; fine to

coarse subrounded igneous gravel; and red brown lean clay inclusions.

WARZYN

June 13, 1939 5 Our Ref: 25389.52

Sand and s i l t seams were also observed within the clay units in borings SB-

18, SB-19, and SB-20. The sand and s i l t seams included: 12 in. of medium

dense, yellow-brown very fine sand and silt at the 4-ft. depth in SB-10;

18-in. of medium dense yellow-brown fine to medium-grained sand at the

4-ft. depth in SB-18; interbedded seams (less than 1/4-in.) of yellow-brown

s i l t to fine sand and clay at the 2 to 9.5-ft. depth in SB-19; and a 3 - i n .

thick seam of fine to medium-grained sand at the 1.5-ft. depth in SB-20.

Nearly vertical to v e r t i c a l fractures were observed at several locations in

the yellew-brown lean clay unit. Fracture surfaces were smooth and

i n f i l l i n g s appeared to be light-colored s i l t , very fine sand, and

precipitates, which are possibly calcite. The fractures extended from

ground surface through the yellow-brown lean clay unit, but were not

observed in the lower medium-gray lean clay unit. However, gray clay was

only encountered in six borings (SB-5, SB-7, SB-8, SB-15, SB-18, SB-20) and

the average penetration depth into the clay was 2.3 ft. (see Appendix A).

Thus, the total lengths of the fractures could not be determined. Also,

during the test pit investigation (see Technical Memoranda 1 & 2),

approximately 6-ft. long fractures were observed extending from ground

surface along the east wall of test pit TP-8.

Groundwater, or perched water, was observed in borings SB-2, SB-6, SB-7,

SB-8, SB-15, and SB-18 at depths ranging from 4.5 to 10.9-ft. below ground

surface. Depth to water measurements were taken between 2 and 15 minutes

prior to b a c k f i l l i n g the borehole with bentonite, thus, the measurements

may not reflect e q u i l i b r i u m conditions.

WARZYN

June 13, 1989 7 Our Ref: Z53S9.52

3.2 A n a l y t i c a l Results

Twenty-five soil boring samples (one from each boring) were analyzed for

U.S. EPA TCL volatiles, semi-volatiles, pesticide/PCBs and TAL metals. A

summary of the positive and usable data, as determined by the data

v a l i d a t i o n procedure outlined in the approved FDDS Quality Assurance

Project Plan (QAPP), can be found in Tables 2 and 3. Complete results,

along with analytical quantitation l i m i t s and a discussion of data

q u a l i f i e r s , are contained in Appendix B.

VOCs were detected in low levels in most soil boring samples and soil VOC

results are summarized on Table 2. Tetrachloroethene was detected in four

soil boring samples; however, only in SB-12 (32 ug/kg) was the

concentration above the contract required quantitation l i m i t (CRQL). Seven

other EPA TCL volatiles were detected in soil boring samples (Table 2),

although all measured concentrations were less than the CRQL.

A summary of toluene concentrations is presented in Table 4 and the

d i s t r i b u t i o n of toluene concentrations in soil samples is illustrated in

Figure 3. Toluene, a common industrial solvent, was the predominant

v o l a t i l e organic compound detected, occurring in a l l but one soil boring

sample (SB-1). The highest toluene concentrations (in excess of 1,000

ug/kg) occurred in samples collected from the center of the site: SB-23

(1,000 ug/kg), SB-25 (1,800 ug/kg) and SB-14 (1,200 ug/kg). Soil boring

samples with toluene concentrations ranging from 500 ug/kg to 900 ug/kg

occurred primarily in samples collected in an area directly south of the

Menards store. The remaining samples had toluene concentrations ranging

from 40 ug/kg to 400 ug/kg (Table 3). Although toluene was detected in

laboratory method blanks and one of the trip blanks (DWTB-01, 4.0 ug/L),

the sample concentrations shown in Table 4 are all in excess of 10 times

those detected in the lab blanks.

o y . o i

The polynuclear aromatic hydrocarbons (PAH) group of compounds were the

only se m i - v o l a t i l e organics detected in soil boring samples (with the

exception of dibenzofuran at less than CRQL and phthalates, probable lab

contaminants discussed in Appendix B). PAHs are derived from coal and oil

tars and are commonly associated with road paving and roofing materials

(asphalt, tar, etc.). PAHs were detected in 12 of 24 soil boring samples

at total concentrations ranging from 500 ug/kg to 31,000 ug/kg (Table 5).

The d i s t r i b u t i o n of PAH concentrations in soil boring samples was s i m i l a r

to the d i s t r i b u t i o n of toluene. The highest concentrations of PAHs were in

samples collected from the center of the site, east of the surface pond and

south of the Menards store. Four samples had total PAH concentrations in

excess of 20,000 ug/kg: SB-14 (20,000 ug/kg), SB-15 (24,000 ug/kg), SB-16

(31,000 ug/kg) and SB-23 (22,000 ug/kg).

The following organochlorine pesticides were detected at SB-14: Heptachlor

(1,200 ug/kg), 4,4-DDT (280 ug/kg), alpha-chlordane (100 ug/kg) and gamma-

chlordane (570 ug/kg). The latter two were at concentrations less than the

CRQL. No pesticides or Aroclors were detected in the remaining soil boring

samples.

A summary of the EPA Target Analytical List (TAL) metals and cyanide

results for soil boring samples are shown in Table 3. Complete results

along with contract required detection l i m i t s (CRDL) and a disc u s s i o n of

data quality are contained in Appendix B. Metal concentrations in s o i l

boring samples in Table 3 have been compared to the "Common Range" for

natural s o i l s published by the U.S. EPA (1983). The EPA common range was

used to evaluate possible elevated concentrations in soil boring samples,

because site specific background values are currently unavailable.

June 13, 1389 9 Our Ref: 25389.62

Generally, the metal concentrations detected in soil boring samples varied

l i t t l e with respect to location at the site, and with the exception of

cadmium, copper and magnesium, were well w i t h i n the EPA "common range."

Cadmium was detected in soil boring samples at concentrations exceeding the

EPA "common range" at all 25 locations. Concentrations ranged from 1.5

mg/kg at SB-11 to 3.6 mg/kg at SB-10. Copper exceeded the "common range"

at one location, SB-8, at a concentrations of 126 mg/kg, and magnesium

exceeded the "common range" at all but one location (SB-21).

Concentrations of magnesium ranged from 9,700 mg/kg at SB-19 to 48,100

mg/kg at SB-12.

Cyanide was reported as not detected by the laboratory; however, all but

eight sample results were considered unusable due to laboratory holding

time exceedences (Appendix B).

4.0 CONCLUSIONS AND RECOMMENDATIONS

The objective of the soils investigation task was to determine the

horizontal and vertical extent of potential soil contamination and to

characterize native soils at the FDDS. The soil analytical results showed

only low levels of VOCs, semi-volatile organics and metals.

Toluene was detected in reportable concentrations at 24 of the 25 sample

locations. Toluene concentrations above 250 ug/kg, with one exception,

were found in f i l l material located in a narrow band down the center of the

site.

June 13, 1939 10 Our Ref: 25339.62

With few exceptions, PAHs were the only semi-volatile organics detected in

the soil samples. Total PAH concentrations above 10,000 ug/kg were noted

at five locations: SB-2, SB-14, SB-15, SB-16 and SB-23. All of these

samples were taken within fill materials and with the exception of SB-2,

all of these samples had toluene concentrations in excess of 250 ug/kg.

The metals concentrations in soil boring samples were w i t h i n the EPA

"common range" with the exception of cadmium, copper and magnesium.

Cadmium concentrations exceeded the EPA "common range" at all locations,

and showed very l i t t l e v a riation between samples collected in f i l l

materials and samples collected in native soils. Therefore, the cadmium is

probably naturally present in the s o i l s . Copper concentrations in the s o i l

samples were generally between 14 and 24 mg/kg; however, four samples (SB-

8, SB-14, SB-17 and SB-23) had concentrations in excess of twice the high

end of this range. All four of these locations are within f i l l areas and

three of these samples also had toluene concentration of 500 ug/kg or

greater. Although only one sample (SB-8) exceeded the "common range" for

copper, the presence of "relatively" high copper values may be related to

the f i l l materials. Magnesium concentrations exceeded the "common range"

at a l l locations except one (SB-21). The amount by which the magnesium

concentrations exceeded the "common range" was generally the same between

samples collected in f i l l areas and samples collected in native clay

material. The dominant bedrock type in Southeastern Wisconsin is dolomite,

which is a calcium-magnesium carbonate. Therefore, the h i g h magnesium

content in the s o i l s is probably naturally occurring and related to the

presence of dolomite in the clay t i l l s and bedrock.

June 13, 1389 11 Our Ref: 25339.52

Lead, arsenic, barium, chromium and petroleum d i s t i l l a t e s were identified

by the U.S. EPA as potential contaminants at the FDDS, based on samples of

wastes collected by the WDNR. Concentrations of lead, arsenic, barium and

total chromium in the soil samples collected during Phase I of the RI/FS

were all w i t h i n the "common range" for soils. Arsenic, total chromium and

barium showed very l i t t l e variation between samples collected in f i l l areas

and samples collected in native soils. Lead concentrations were generally

less than 30 mg/kg except at four locations: SB-7 (73.5 mg/kg), SB-14

(97.1 mg/kg), SB-17 (90.5 mg/kg) and SB-23 (13.6 mg/kg). These four

samples were collected in f i l l materials and locations SB-7, SB-14 and SB-

23 also had toluene concentrations greater than 500 ug/kg.

The amount of soil contamination at the FDDS appears to be coincident with

the location of f i l l materials across the site. Toluene appears to be a

good indicator parameter for soil contamination because the distribution of

metals and s e m i - v o l a t i l e organics appear to coincide with the distribution

of toluene. The soils investigations appear to have defined the extent of

soils contamination and characterized native soils and no further sampling

is recommended at this time.

LJW:vah:DRL:RWM

[LJW:606:C:AA5]

TABLE 1

Soil Boring Summary

Bor ing

S8-1

SB-2

SB-3

SB-4

SB-5

S8-6

SB-7

SB-8

SB -9

SB- 10

S B - 1 1

SB-12

SB-13

SB-14

SB-15

SB-16

SB-17

SB-18

SB-19

SB-20

SB-21

Date12-19-88

12-19-88

12-19-88

12-21-88

12-21-88

12-21-88

12-21-88

12-28-88

12-28-88

12-28-88

12-28-88

12-30-88

12-30-88

12-30-88

12-30-88

12-30-88

12-30-88

1-3-89

1-3-89

1-3-89

1-4-89

Depth (ft)10

10

10

4

10

10

13

12

12

10

8

10

2

12

K

7

14

10

10

10

8

Depth of 1>F i l l (ft)

2

8

6

>4

6

8

12

10

10

4

>8

8

>2

>12

12.5

>7

>14

0

0

0

4

SampleI dent i fi cat ionFD-SB01-04

FD-SB02-08

FD-SB03-04

FD-SB04-04

FO-SB05-04

FD-SB06-08

FD-S807-06

FD-SB08-04

FD-SB09-04

FD-SB10-04

FO-S810-04 dup

FD-SB11-04

FO-SB12-04

FD-SB13-04

FD-SB14-12

FO-S815-08

FD-SB16-04FD-S816-04 dup

FD-SB17-12

FO-SB18-04

FO-SB19-04

FD-SB20-04

FD-SB21-04

FD-SB21-04 dup

General SampleDescription

• F i l l -Brown ClayNatural-Brown Lean Clay

• F i 1 1 -Black Clayey S i l t

• F i l l - B r o w n Clay & Gravel

• F i l l -Brown Clay £ TraceAsphalt

• F i l l -Brown Clay i Sand

• f i l l -Dark Gray Si I tySand & Clay

• F i l l -Black Sand & Clay

• F i l l -Brown Clay

• F i l l - B r o w n Clay, Sand& Gravel

• F i I l-Brown Clay & Si It

• F i l l -Brown S i l t y Sandy Clay

• Fi ll-Black/8rown Clay,Asphalt


• Fi 1 1 -Black Clay (odor)

• Fi U-Black Clay (odor)


• F i l l -Black Clay & Sand(odor)


• Natural -Topsoi 1 &Si Uy Soi t

• Natural-Gray Lean Clay

- Fi l l - B l a c k S i l t & Clay(odor)

SB-22

SB-23

1-5-89

1-5-89

SB-24 1-5-89

SB-25 1-5-89

NOTES

10

10

12

>2

4

3.5

FD-SB22-3.5

FD-SB23-02

FD-SB24-04

FD-SB25-08

F i 11-Brown ClayNatural-Brown Clay

F i l l - B l a c k Clay &Trace Cinders

Fill- B r o w n Clay

Natural-Sand & Concrete

1) Encountered obstructions (i.e. concrete slabs, etc.) at locations where boringshave not penetrated natural soils and are less than 10' deep.

[LJW:605:AA5l25389.42

TABLE 2

Summary of TCL Organics in Soil Boring Samples

Page

SampleUn i t s

FO-SB05-04 FO-SB04-04 FD-SB06-08 FD-SB07-06 FD-SB01-04 FD-SB02-08 FD-S803-Q4 FD-SB08-04ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/k

VOLATILE

CROL Multiple 1.9 1.1 5.7 1.2 1.1

Carbon Disulfide 0.5 J/J1,1-Dichloroethene (total) 0.7 J1,1-Oichloroethane 3.0 JChloroform1,1,1-Trichloroethane 0.9 JTrichloroethene 1.0 JBenzene 0.4 JTetrachloroethene 5.0 JToluene 380 8 42 3 590 B 800 0Ethylbenzene 1.0 JTotal Xylenes 4.0 JBX

1.2 1.2 2.9

0.8 J/J

46 B/J 37 B/J 503

CRGL M u l t i p l eNaphthalene2-MethyI naphthaleneAcenaphthyleneAcenaphtheneDibenzofuranfluorenePhenanthreneAnthraceneFluoranthenePyreneButyl benzylphthalateBenzo(a)anthraceneChrysenebis(2-Ethylhexyl)phthai ateBenzo(b)fluorantheneBenzo(k)fluorantheneBenzo(a)pyreneIndeno(1,2,3-cd)pyrene0 ibenz(a,h)anthraceneBenzo(g,h,i)perylene

1.1

650

16001200

560610

1000580

300 J

330 J

1.2

470140 J

1000760

330 J370 J

590

380 J

1.1 1.232205613087170

120038026002200

11001300

110 J/J 280130012001300680

J/JJ/JJ/JJ/JJ/JJ/J/J

J/J/J/J

/J/J

J/J/J/J/J/J

1.2

10027

240

140

110140170140

J/JJ/J

J/J

J/J

J/JJ/JJ/JJ/J

2.9

100 J

PESTiCIDE/PCB

CRQL M u l t i p l eHeptachlcr4,4-DDTAlpha-ChlordaneGamma-Chlordane

Notes: Table contains a suimary of positive results and usable data only,explanation of data qualifiers see Appendix B. (LQ/DVQ)

[LJW:605:C:AA5]25389.42

For a complete l i s t of sample results and an

SampleMatrixUnits

Compound

VOLATILE

TABLE 2 (cont.>


Page 2

FD-SB09-04 FD-SB10-04

SOIL BORING SOIL BORING

ug/kg ug/kg

FD-SB10-04D FD-SB11-C4 FD-SB12-04 FD-SB13-04 FD-SB14-12 FD-SB15-08

SB Oup SOIL BORING SOIL BORING SOIL BORING SOIL BORING SOIL BORING

ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg

CRQL Multiple 3.8Carbon Disulfide1,1-Dichloroethene (total)Chloroform1 , 1 , 1 -TrichloroethaneTrichloroetheneBenzeneTetrachloroetheneToluene 560Ethylbenzene

Total Xylenes

2.3 5.7

320 B 710 3

3.9

5300.8

1.2

4.0 B/J

32170 8

2.9

390 B

6.1

5.0 J

1200 B

3.0 J

5.9

913 3

SEMIVOLATILE

CROL Multiple 1.1 1.1

Naphthalene2-Methy I naphthalene

AcenaphthyleneAcenaphtheneDibenzofuranFluorenePhenanthreneAnthracene

FluoranthenePyreneButylbenzylphthalateBenzo( a)anthraceneChrysenebis(2-Ethy lhexy l )phtha la te 31 J 150 JBenzo(b)fluorantheneBenzo(k)f luorantheneBenzo(a)pyreneIndenod , 2,3-cd)pyreneDibenz(a,h)anthraceneBenzo(g,h,i Jperylene

1 . 1 1.2 1.2

120 J

1.272 J

1.2

32

9548410440

25026068290220270

J

JJ

JJJJJJ

29 J54 J35 J77 J970260 J

170012CO

790630260 J1400

840600

430

39069 J700570

320 J310 J41 J530

310 J250 J

160 J

250 J

430 J280068039002400

15001200

250016001300390 J820

180 J130 J

240056049002900

18001800

4CCO220018006201100

PESTICIDE/PCB

CRQL M u l t i p l eHeptachlor4,4-ODTAlpha-ChlordaneGamma-Chlordane

121200280100 J670 J

Notes: Table contains a summary of positive results and usable data only. For a complete list of sample results and anexplanation of data qualifiers see Appendix B.

[LJW:605:C:AA5]25389.42

TABLE 2 (cont.) Page 3


Sample FD-SB16-04 FD-SB16-040 FD-SB17-12 FD-SB18-04 FO-SB19-04 FD-SB20-04 FO-SB21-04 FD-SB22-3.5

Matrix SOIL BORING SB Dup SOIL BORING SOIL BORING SOIL BORING SOIL BORING SOIL BORING SOIL BORING

Units ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg ug/kg

Compound

VOLATILE

CRQL Multiple 4.4 6.3 1.2 2.9 1.3 1.2 1.3 1.2Carbon Disulfide 1.0 J/J1, 1-Dichloroethene (tctal) 0.6 JChloroform1 , 1 , 1-TrichloroethaneTrichloroethene 0.8 JBenzeneTetrachloroethene 3.0 J 7.0 JToluene 470 J 730 8 38 B 310 62 150 34 230EthylbenzeneTotal Xylenes

SEMIVOLATILE

CROL Multiple 1.3 1.2 1.2 1.2 1.3 1.2 1.3 1.2Naphthalene2-Me thy I naphthaleneAcenaphthyleneAcenaphtheneD ibenzofuranFluorene 310 JPhenanthrene 860 3000 500Anthracene 270 J 790Fluoranthene 2400 6100 DPyrene 1400 3500Butytbenzylphthalate8enzo(a)anthracene 950 2700Chrysene 870 2100bis(2-Ethylhexyl)phthalate 510 82 J 250 J 200 J 18008enzo(b)fluorantheneBenzo(k)fluoranthene 2000 4900Benzo(a)pyrene 1200 3000Indeno(1,2,3-cd)pyrene 900 2200Dibenz(a,h)anthracene 730Senzo(g,h,i)perylene 660 1300

PESTICIDE/PCS

CROL MultipleHeptachlor4,4-DDTAlpha-ChlordaneGamma-Chlordane

Notes: Table contains a summary of positive results and usable data only. For a complete list of sample results and anexplanation of data qualifiers see Appendix B.

[LJW:605:C:AA5]25389.42

TABLE 2 (cont.) Page 4


Sample FD-SB23-02 FD-SB21-04D FD-S824-04 FD-SB25-08 FD-DU01 FD-DWTB-01 FD-DWFB-01

Matrix SOIL BORING SB Dup SOIL BORING SOIL BORING D r i l l Water TRIP BLANK FIELD BLANK

Units ug/kg ug/kg ug/kg ug/kg ug/l ug/l ug/l

Compound

VOLATILE

CRQL Multiple 1.2 1.3 6.1 150 1.0 1.0 1.0Carbon Disulfide1,1-Dichloroethene (total)Chloroform 6.01,1,1-TrichloroethaneTrichloroetheneBenzeneTetrachloroetheneToluene 1000 D 35 700 B 1800 4.0 JEthylbenzene 1.0 JTotal Xylenes

SEMIVOLATILE

CRQL M u l t i p l e 1.2 1.3 1.2 1.2 1.0Naphthalene2-MethyI naphthaleneAcenaphthyleneAcenaphthene 410Dibenzofuran 190 JFluorene 350 JPhenanthrene 3100Anthracene 990Fluoranthene 3600Pyrene 2500Butylbenzylphthalate 3.0 J/JBenzo(a)anthracene 2900Chrysene 1600bis(2-Ethylhexyl)phthalate 440 290 J 270 J 770Di-n-octylphthalate 77 JBenzo(b)fluoranthene 1700Benzo(k)fluoranthene 2200Benzo(a)pyrene 900!ndeno(1,2,3-cd)pyrene 860D ibenz(a,h)anthraceneBenzo(g,h,i)perylene 730

PESTICIDE/PCB

CROL M u l t i p l eHeptachlor4,4-DDT

Alpha-ChlordaneGamma-Chlordane

Notes: Table contains a summary of positive results and usable data only. For a complete l i s t of sample results and anexplanation of data qualifiers see Appendix B.

[LJW:605:C:AA5]25389.42

SAMPLESAMPLE

COMPOUNDS

A I urn i nunAntimonyArsenicBariumBeryl I iumCadmiumCalciumChromium, TotalCobaltCopperIronLeadMagnes i urnManganeseMercuryNickelPotassiumSeleniumSi IverSodiumThai 1 iumVanadiumZincCyanide, TotalPercent Solids

ID:DATE:

UNIT

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg%

TABLE 3Soil Boring Inorganics Results

ANALYSIS TYPE: Metals MATRIX: Soil Boring

Page 1

FD-SB01-0412/19/88

FD-SB02-0812/19/88

FD-SB03-0412/19/88

FD-SB04-0412/21/88

FD-SB05-0412/21/88

FD-SB06-0812/21/88


12200.00 J/2.90 UJ/U3.7048.000.802.90

81300.0020.00 J/9.0018.00

16800.0013.10 /S

33900.00421.000.02 /U22.00

1680.002.90 /U0.20 /U

574.00 /U0.30 J/K28.0048.002.84 R/U87.10

15200.00 J/3.00 UJ/UW4.5056.000.833.20

71400.0023.00 J/8.4021.00

19400.0016.00 /S

34500.00453.000.03 /U24.00

2050.003.00 /U0.20 /U

593.00 /U0.50 J/K33.0052.002.94 R/U84.30

12400.00 J/2.90 UJ/U4.2049.000.822.10

79800.0018.00 J/7.6019.00

15700.008.40

38100.00404.000.02 /U19.00

2000.002.90 /U0.20 /U

584.00 /U0.40 /K30.0044.002.84 R/U85.60

9010.00 J/2.90 UJ/U3.4046.000.691.70

97000.0016.00 J/7.3039.00

14100.0020.90 /S

41100.00432.000.02 /U19.00

573.00 /U2.90 UJ/UW0.20 UJ/UW

573.00 /U0.30 J/K23.0069.002.87 R/U87.20

12400.00 J/2.80 UJ/U3.1049.000.572.30

80500.0020.00 J/6.0018.00

15400.008.80

38900.00381.000.02 /U18.00

2000.002.80 UJ/UW0.20 UJ/UW

568.00 /U0.30 /K30.0046.002.75 R/U88.00

12100.00 J/2.80 UJ/U2.8047.000.683.00

80400.0019.00 J/6.2019.00

17800.0022.90 /S

35500.00413.000.02 /U19.00

1850.002.80 UJ/UW0.20 /U

569.00 /U0.30 IK30.0048.002.85 R/U87.80

SAMPLE ID:SAMPLE DATE:

COMPOUNDS

AluminumAntimonyArsenicBariumBerylliumCadmiumCalciumChromium, TotalCobaltCopperIronLead

MagnesiumManganeseMercuryNickelPotassiumSeleniumSiIverSodiumThai IiumVanadiumZincCyanide, TotalPercent Solids

UNIT



Page 2

FD-SB07-0612/21/88

FD-SB08-04

12/28/88FD-SB09-0412/28/88

FD-SB10-0412/28/88

FD-SB10-04DUP12/28/88

FD-SB11-0412/28/88


8190.00 J/3.00 UJ/UW3.8059.000.602.30

54700.0014.00 J/6.5019.00

15300.0073.60 /S

27100.00543.000.03 /U15.00598.00 /U

3.00 /U0.20 /U

598.00 /U0.20 /K25.0096.002.86 R/U83.60

16700.00 J/2.90 UJ/U6.0066.000.932.40

53300.0025.00 J/12.00126.00

20800.0016.00 /S

28700.00482.00

0.02 /U28.00

2690.002.90 /U0.20 /U

581.00 /U0.50 /K39.0061.002.81 R/U

86.10

11400.00 J/2.80 UJ/UW

3.6044.000.791.70

76800.0017.00 J/9.2018.00

15000.009.93 /S

37100.00454.00

0.02 /U21.00

1710.002.80 /U0.20 /U

568.00 /U0.20 /K28.0040.002.81 R/U

88.10

17000.00 J/2.90 UJ/U3.9063.000.923.60

16200.0024.00 J/13.0021.00

21600.0016.80 /S

10800.00594.00

0.02 /U25.00

2130.002.90 /U0.20 /U

575.00 /U0.30 /K37.0058.002.75 R/U87.00

18300.00 J/2.90 UJ/U3.9064.001.003.00

34700.0026.00 J/9.7021.00

21900.0012.70 /S

22700.00435.00

0.02 /U27.00

2870.002.90 /U0.20 /U

577.00 /U0.50 J/K

41.0059.002.77 R/U86.70

7120.00 J/2.90 UJ/U3.7030.000.581.50

71000.0012.00 J/6.8014.00

12700.005.92 /S

35100.00378.000.02 /U16.00578.00 /U2.90 /U0.20 /U

578.00 /U0.30 /K20.0036.002.71 R/U86.50

SAMPLE ID:

SAMPLE DATE

COMPOUNDS

AluminumAntimonyArsenicBariumBeryl I iumCadmiumCalciumChromium, TotalCobaltCopperIronLeadMagnesiumManganeseMercuryNickelPotassiumSeleniumSi IverSodiumThai liumVanad i urnZincCyanide, TotalPercent Solids

UNIT

mg/kgmg/kg

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg%

TABLE 3

Soil Boring Inorganics ResultsANALYSIS TYPE: Metals MATRIX: Soil Boring

Page 3

FD-SB12-04

12/30/88

FD-SB13-0412/30/88

FD-SB14-1212/30/88

FD-SB15-0812/30/88

FD-SB16-0412/30/88

FD-SB16-04DUP

12/30/88

mg/kgmg/kg

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg%

7290.00 J/3.00 UJ/U3.2040.000.60 /U1.70

11100.0012.00 J/6.00 /U18.00

11700.0051.70 /S

48100.00415.000.03 /U14.00600.00 /U3.00 UJ/UW0.20 /U

600.00 /U0.20 /K20.0061.002.81 R/U83.40

9790.00 J/2.69 UJ/U2.7067.000.701.50

63300.0015.00 J/7.2027.00

15200.0043.20 /S

30400.00449.000.02 /U21.00587.00 /U

2.90 /U0.20 /U

587.00 /U0.20 /K26.00123.002.89 R/U85.20

10200.00 J/3.00 UJ/U3.6062.000.731.60

11100.0017.00 J/6.4058.00

14200.0097.10 /S

41600.00461.00

0.03 /U16.00607.00 /U3.00 /U0.20 /U

607.00 /U0.20 /K26.00100.002.79 R/U82.40

10200.00 J/2.90 UJ/U4.3058.000.821.90

66500.0016.00 J/6.1035.00

16500.0015.00

32000.00512.00

0.0317.00587.00 /U2.90 /U0.20 /U

587.00 /U0.20 /K28.0098.002.75 R/U85.20

13400.00 J/3.30 UJ/U4.0059.000.931.70

65900.0022.00 J/9.8024.00

18800.0020.00

34300.00486.000.03 /U24.00

1360.003.30 /U0.20 /U

662.00 /U0.40 /K32.0061.003.02 R/U75.50

12300.00 J/3.10 UJ/UW3.6051.000.63 /U2.80

64900.0018.00 J/7.4021.00

16800.0027.70 /S

31600.00427.000.03 /U22.00

1680.003.10 /U0.20 /U

627.00 /U0.40 /K30.0051.002.95 R/U79.70



Page 4

SAMPLESAMPLE

COMPOUNDS

A 1 urn i numAntimonyArsenicBariumBeryl I i urnCadmiumCalciumChromium, TotalCobaltCopperIronLeadMagnesiumManganeseMercuryNickelPotassiumSeleniumSi IverSodiumThai I iumVanadiumZincCyanide, TotalPercent Solids

ID:DATE:

UNIT


FD-SB17-1212/30/88

14800.00 J/3.00 UJ/UW4.6083.000.961 .90

63900.0022.00 J/9.3062.00

21700.0090.50 /S*

31100.00645.000.03 /U24.00

1190.003.00 /U0.20 /U

603.00 /U0.10 UJ/UW36.00133.002.87 R/U82.90

FD-SB18-041/03/89

20700.00 J/2.90 UJ/U4.20

100.001.403.10

15200.0028.00 J/12.0019.00

22200.0026.00

10800.00322.000.02 /U27.00

1790.002.90 /U0.20 /U

588.00 /U0.40 J/K48.0060.002.83 /U

85.10

FD-SB19-041/03/89

1S500.00 J/3.20 UJ/U2.4079.001.203.10

11200.0029.00 J/11.0021.00

23300.0018.00 /S

9700.00462.000.03 /U26.00

1840.003.20 UJ/UW0.20 /U

642.00 /U0.40 J/K52.0062.003.16 /U77.90

FD-SB20-041/03/89

9920.00 J/3.00 UJ/U2.6038.000.832.10

83700.0015.00 J/6.7015.00

12900.008.13 /S

40900.00310.000.03 /U18.00

792.003.00 /U0.20 /U

591.00 /U0.20 /K28.0044.002.90 /U84.60

FD-SB21-041/04/89

14100.00 J/3.20 UJ/U3.50

103.001.202.30

4640.0021.00 J/12.0021.00

23300.0016.30 /S*

4700.00738.000.0322.00894 . 003.20 /U0.20 /U

648.00 /U0.40 J/K43.0066.003.16 /U77.20

FD-SB21-04DUP1/04/89

16500.00 J/3.20 UJ/U2.2092.001.202.70

4360.0024.00 J/11.0019.00

20900.0018.00 /S

5010.00624.000.03 /U21.00

1440.003.20 /U0.20 /U

644.00 /U0.10 UJ/UW42.0065.003.15 /U77.70



Page 5

SAMPLE ID:SAMPLE DATE:

FD-SB22-3.51/05/89

FD-SB23-021/05/89

FD-SB24-041/05/89

FD-SB25-081/05/89

COMPOUNDS

AluminumAntimonyArsenicBariumBeryl liutnCadmiumCalciumChromium, TotalCobaItCopperIronLeadMagnes i urnManganeseMercuryNickelPotassiumSeleniumSiIverSodiumThat IiumVanadiumZincCyanide, TotalPercent Solids

UNIT


15100.00 J/3.10 UJ/U3.5070.000.992.20

63200.0024.00 J/11.0020.00

19900.0012.50 /S

27500.00485.000.03 /U28.00

2240.003.10 /U1.70

621.00 /U0.40 /K36.0048.002.99 /U80.50

12400.00 J/3.10 UJ/UW4.6068.000.741.80

40300.0025.00 J/8.8056.00

20800.00136.00 /S

21200.00573.000.0425.00

1130.003.10 /U0.20 /U

617.00 /U0.10 UJ/UW34.00109.00

2.91 /U81.10

11700.00 J/3.10 UJ/U3.7047.000.732.00

96800.0018.00 J/8.7029.00

15800.0012.00

34200.00475.000.03 /U23.00

1120.003.10 /U0.20 /U

612.00 /U0.10 /K28.0040.003.04 /U81.80

13000.00 J/3.00 UJ/U3.3049.000.951.90

99900.0021.00 J/9.4018.00

16800.0010.70 /S

33900.00428.00

0.03 /U23.00

2230.003.00 /U0.20 /U

596.00 /U0.20 /K

31.0043.002.84 /U84.00

(1) Results are reported with qualifiers (Data Validation Qualifier/Laboratory Qualifier) to the right of the value.

TABLE 3 (cont.)

U.S. EPA "COMMON RANGE" FOR NATURAL SOILS

U.S. EPA*Inorganic "Common Range"Element (mq/kq)

Aluminum 10,000 - 300,000Antimony 2 - 1 0Arsenic 1 - 50Barium 100 - 3,000Beryllium 0.1 - 40Cadmium 0.01 - 0.7Calcium NAChromium 1 - 1,000Cobalt 1 - 40Copper 2 - 100Iron NALead 2 - 200Magnesium 600 - 6,000Manganese 20 - 3,000Mercury 0.01 - 0.3Nickel 5 - 500Potassium NASelenium 0.1 - 2Silver 0.01 - 5Sodium NAThallium NAVanadium 20 - 500Zinc 10 - 300

From: U.S. Environmental Protection Agency, 1983, Office of Solid Waste andEmergency Response, Hazardous Waste Land Treatment publication SW-874,April 1983, p. 273, Table 6.46

JDD/skb/JDD[skb-400-64]25389.62

TABLE 4

Summary of Toluene Results

SampleID

FD-SB01 -04FD-SBC2-08FD-SB03-04FD-SB04-04FD-SB05-04

FD-SB06-08FD-SB07-06FD-SB08-04FD-SB09-04FD-SB10-04FD- SB 10 -04 Oup

FD-SB11-04FD-SB12-04FD-SB13-04

FD-SB14-12FD-SB15-08FD-SB16-C4FD-SB16-04 DupFD-SB17-12FD- SB 18 -04FD-SB19-04FD-SB20-04FD-SB21 -04

FD-S321 -34 CupFD-SB22-3.5

FD-S823-02FD-SB24-04

FD-SB25-08

FD-TP01 -04FD-TP02-16FD-TP03-04

FO-TP04-13FD-TPC5

FD-TP06-08

FD-TP07-15FD-TP07-15-91FD-DUTB-01

Concentration(ug/kg)

7.00046.00037.00042.000380.000590.000800.000500.000560.000320.000710.000

530.000170.000

390.000

1200.000910.000470.000730.00038.000310.00062.000150.00034.000

35.000230.000

1000.00700.001800.00

190.0007.00036.000240.000110.0005.000

9.00029.0004.0

DateLab Validation

Qualifiers Qualifiers

B UJ

B J

B J

BBBDSBBBBBBBBBB8

DB

B8 UJB J8 JB JBJ UJ

B JB J

J

TABLE 5

TOTAL POLYNUCLEAR AROMATIC HYDROCARBONS (PAH)

CONCENTRATIONS IN SOIL BORING SAMPLES

Total PAH

Sample Description (ug/kg)

S301 NDS802 14,000SB03 1,000SB04 6,500

SB05 ND

SB06 ND

SB07 4,000

SBC8 ND

SB09 ND

SB10 ND

5810 - Dup ND

5811 2,300

SS12 9,100

SB13 3,600

SB14 20,000

SB15 24,000

SB16 12,000

SB16 - Dup 31,000

SB17 500

S318 ND

SB 19 ND

SS20 ND

SB21 ND

5321 - Dup ND

5322 ND

S823 22,000

S324 ND

SS25 ND

ND = Not detected

[ L J W : 6 0 5 : C : A A 5 ]25389.42

NOTE: SITE LOCATION MAP WAS REPRODUCEDFROM THE U . S . G . S . 7.5 MINUTE QUAD.MAP, GR££NDAL£, WISCONSIN, 1958, PHOTOREVISED 1976. REFER TO STANDARDU . S . G . S . TOPOGRAPHIC MAP SYMBOLS.

NOBTE

SCALE: 1 "=2,000'

FIGURE 1

OWN (255 APPO DATE 25389.62- A 1

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REMEDIAL INVESTIGATIONFRANKLIN, WISCONSIN

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APPENDIX A

SOIL BORING LOGS

IMPORTANT INFORMATION ABOUTYOUR

GEOTECHNICAL ENGINEERING REPORT

IMPORTANT INFORMATIONABOUT YOUR

GEOTECHNICAL ENGINEERING REPORT

More construction problems are caused by site subsur-face conditions than any other factor. As troublesome assubsurface problems can be. their frequency and extenthave been lessened considerably in recent years, due inlarge measure to programs and publicat ions of ASFE/The Association of Engineering Firms Practicing inthe Ceosciences.

The following suggestions and observations are offeredto help you reduce the geotechnical-relateci delays,cost-overruns and other costly headaches t ha t canoccur d u r i n g a const ruct ion project.

A GEOTECHNICAL ENGINEERINGREPORT IS BASED ON A UNIQUE SETOF PROJECT-SPECIFIC FACTORSA geotechnical engineering report is based on a subsur-face exploration plan designed to incorporate a un iqueset of project-specific factors. These typ i ca l l y include:the general n a t u r e of the structure involved, its size andc o n f i g u r a t i o n ; the location of the s t r u c t u r e on the siteand its or ien ta t ion; physical concomitants such asaccess roads, pa rk ing lots, and underground u t i l i t i e s ,and the level of addi t ional r isk w h i c h the c l ient assumedby v i r t u e of l i m i t a t i o n s imposed upon the exploratoryprogram. To help avoid costly problems, consult thegeotechnical engineer to determine how any factorswhich change subsequent to the date of the report maya f f e c t i ts recommendations.

Unless your consul t ing geotechnical engineer indicatesotherwise, your gcolcchnkal engineering report should notbe used:

• When the n a t u r e of the proposed s t ruc ture ischanged, for example, if an o f f i ce bu i ld ing w i l l beerected ins tead of a pa rk ing garage, or if a refriger-ated warehouse w i l l be b u i l t instead of an unre-f r igera ted one;

• when the size or c o n f i g u r a t i o n of the proposedstructure is altered;

• when the location or orientat ion of the proposeds t r u c t u r e is modified;

• when there is a change of ownership, or• for application to an adjacent site.

Geotechnical engineers cannot accept responsibility for problemswhich may develop \\ (hey are not consulted alter factors consid-ered in their report's development have changed.

MOST GEOTECHNICAL "FINDINGS"ARE PROFESSIONAL ESTIMATESSite exploration iden t i f i e s ac tua l subsurface condit ionsonly at those points where samples are taken, whenthey are taken . Data derived th rough sampl ing and sub-sequent labora tory tes t ing are extrapolated by geo-

technical engineers who then render an opinion aboutoverall subsurface condit ions, the i r l i k e l y reaction toproposed construction ac t iv i ty , and appropriate founda-tion design. Even under op t imal circumstances ac tua lconditions may d i f f e r from those inferred to exist,because no geotechnical engineer, no matter howqua l i f i ed , and no subsurface exploration program, nomatter how comprehensive, can reveal what is hidden byear th , rock and time. The a c t u a l in te r face between mate-r ia ls may be far more gradual or ab rup t t h a n a reportindicates. Ac tua l conditions in areas not sampled maydi f f e r from predictions. Nothing can be done to prevent theunanticipated, (nit steps can be taken to help min imi :* theirimpact. For t h i s reason, most experienced owners retain theirgeotechnical consultants through the construction stage, to iden-t i f y variances, conduct add i t iona l tests which may beneeded, and to recommend solutions to problemsencountered on site.

SUBSURFACE CONDITIONSCAN CHANGESubsurface condit ions may be modified by constantly-chang ing n a t u r a l forces. Because a geotechnical engi-neering report is based on conditions which existed atthe t ime of subsurface explora t ion , construction decisionsshould not be based on a geotechnical engineering report whoseadequacy may have been affected by time. Speak w i t h the geo-technica l consu l t an t to l ea rn if add i t iona l tests areadvisable before construct ion s ta r t s .

Construct ion operations at or adjacent to the site andn a t u r a l events such as floods, ea r thquakes or ground-water f l u c t u a t i o n s may also af fec t subsurface conditionsand. thus , the con t inu ing adequacy of a geotechnicalreport. The geotechnical engineer should be keptapprised of any such events, and should be consulted todetermine if addi t ional tests are necessary

GEOTECHNICAL SERVICES AREPERFORMED FOR SPECIFIC PURPOSESAND PERSONSCeotechmcjl engineers' reports are prepared to meetthe specif ic needs of specific ind iv idua ls . A report pre-pared for a consul t ing c i v i l engineer may not be ade-quate for a construct ion contractor, or even some otherconsu l t i ng c i v i l engineer. Unless indicated otherwise,th is report was prepared expressly for the client involvedand expressly for purposes indicated by the client. Useby any other persons for any purpose, or by the clientfor a d i f f e r e n t purpose, may result in problems. No indi-vidual other than the client should apply this report for itsintended purpose without first conjetring with the geott'clinicalengineer. No person should apply this report jor any purposeother than that originally contemplated without first conferringwith the geotechnical engineer.

A GEOTECHNICAL ENGINEERINGREPORT (S SUBJECT TOMISINTERPRETATIONCostly problems can occur when other design profes-sionals develop their plans based on misinterpretationsof a geotechnical engineering report. To help avoidthese problems, the geotechnical engineer should beretained to work with other appropriate design profes-sionals to explain relevant geotechnical findings and toreview the adequacy of their plans and specificationsrelative to geotechnical issues.

BORING LOGS SHOULD NOT BESEPARATED FROM THEENGINEERING REPORTFinal boring logs are developed by geotechnical engi-neers based upon their interpretation of field logs(assembled by site personnel) and laboratory evaluationof field samples. Only final boring logs customarily areincluded in geotechnical engineering reports. 1'hese 'ogsshould not under any circumstances be redrawn for inclusion inarchitectural or other design drawings, because draftersmay commit errors or omissions in the transfer process.Although photographic reproduction eliminates thisproblem, it does nothing to minimize the possibility ofcontractors misinterpreting the logs during bid prepara-tion. When this occurs, delays, disputes and unantici-pated costs are the all-too-frequent result.

'Ib minimize the likelihood of boring log misinterpreta-tion, give contractors ready access to the complete geotechnicalengineering report prepared or authorized for their use.Those who do not provide such access may proceed un-

der the mistaken impression that simply disclaiming re-sponsibility for the accuracy of subsurface informationalways insulates them from attendant liability. Providingthe best available information to contractors helps pre-vent costly construction problems and the adversarialattitudes which aggravate them to disproportionatescale.

READ RESPONSIBILITYCLAUSES CLOSELYBecause geotechnical engineering is based extensivelyon judgment and opinion, it is far less exact than otherdesign disciplines. This situation has resulted in whollyunwarranted daims being lodged against geotechnicalconsultants. To help prevent this problem, geotechnicalengineers have developed model clauses for use in wr i t -ten transmittals. These are not exculpatory clausesdesigned to foist geotechnical engineers' liabilities ontosomeone else. Rather, they are definitive dauses whichidentify where geotechnical engineers' responsibilitiesbegin and end Their use helps all parties involved rec-ognize their individual responsibilities and take appro-priate action. Some of these definitive clauses are likelyto appear in your geotechnical engineering report, andyou are encouraged to read them closely Your geo-technical engineer will be pleased to give full and frankanswers to your questions.

OTHER STEPS YOU CAN TAKE TOREDUCE RISKYour consulting geotechnical engineer will be pleased todiscuss other techniques which can be employed to mit-igate risk. In addition, ASFE has developed a variety ofmaterials which may be beneficial. Contact ASFE for acomplimentary copy of its publications directory

WARZYN

ENGINEERING INC.11270 WEST PARK PLACESUITE 400MILWAUKEE, Wl 53224(414) 359-2424

FIELD METHODS FOR EXPLORATIONAND

SAMPLING SOILS

FIELD METHODSfor

EXPLORATION AND SAMPLING SOILS

A. Boring Procedures Between Samples

The bore hole is extended downward, between samples, by a contin-uous flight auger, driven and washed-out casing, or rotary boring withd r i l l i n g mud cr water.

B. Standard Penetration Test and Split-Barrel Sampling of Soils(ASTM* Designation: D 1 5 8 6 ) '

This method consists of driving a 2" outside diameter split barrelsampler using a 140 pound weight falling freely through a distance of 30inches. The sampler is first seated 6" into the material to be sampled andthen driven 12". The number of blows required to drive the sampler thefinal 12" is recorded on the log of borings and known as the StandardPenetration Resistance. Recovered samples are first classified as to tex-ture by the driller. Later, in the laboratory the driller's classificationis reviewed by a soils engineer who examines each sample.

C. Thin-walled Tube Sampling of Soils (ASTM* Designation: 0 1587)

This method consists of forcing a 2" or 3" outside diameter thinwall tube by hydraulic or other means into soils, usually cohesive types.Relatively undisturbed samples are recovered.

D. Soil Investigation and Sampling by Auger Borings(ASTM* Designation: D 1452)

This method consists of augering a hole and removing representa-tive soil samples from the auger flight or bucket at 5' 0" intervals orwith each change in the substrata. Relatively disturbed samples areobtained and its use is therefore limited to situations where it is satis-factory to determine approximate subsurface profile.

E. Diamond Core D r i l l i n g for Site Investigation(ASTM* Designation: 0 2113)

This method consists of advancing a hole in hard strata by rotatingdownward a single tube or double tube core barrel equipped with a cuttingbit. Diamond, tungsten carbide, or other cutting agents may be used forthe bit. Wash water is used to remove the cuttings. Normally a 2" 0.0. by1 3/8" [.0. coring bit: is used unless otherwise noted. The rock or hardmaterial recovered w i t h i n the core barrel is examined in the field andlaboratory. Cores are stored in partitioned boxes and the length of re-covered material is expressed as a percentage of the actual distance pene-trated.

*American Society for Testing and Hater id I s, P h i l a d e l p h i a , Pennsylvania

SOIL BORING LOCATION PLANLOG OF TEST BORING - GENERAL NOTESUNIFIED SOIL CLASSIFICATION SYSTEM

LOGS OF TEST BORINGS

LOG OFTEST BORING

General Notes

Descriptive Soil Classification

GRAIN SIZE TERMINOLOGY

Soil Fract ion Par t ic le S i z e U.S. S tandard Sieve Size

Bcu lde rs Larger than 12" larger than 12"

Cobb les 3" to 12" 3" to 12"

G r a v e l : C o a r s e Yt" to 3" H" '.o 3"

Fine 4 . 7 6 m m t a ~ i " #4 to }i"

Sand: C o a r s e 2-00 mm to 4.76 mm #10 to «4

Medium 0.42 mm to 2.DO mm #40 10 #';0

Fine 0.074 mm to 0.42 mm #203 to # 4 0

Si l t 0.005 mm to 0 074 mm S m a l l e r than #200

Ci jy Smaller than 0.005 mm Smaller than #200

P l a s t i c i t y c h a r a c t e r i s t i c s d i f f e r e n t i a t e be tween si l t and clay.

GENERAL TERMINOLOGY

Phys ica l Character ist ics

Color, moisture, train shape, f ineness, et:

Major Constituents

CUy, s i f t , sand, g r a v e l

Structure

L a m i n a t e d , va rved , f i b r c - j s , s t r a t i f i e d .

cemen ted , f i s su red , e lc .

Geo log i c Origin

Glscia l , alluvial,eeliM, residual , etc.

RELATIVE PROPORTIONSOF COHESIONLESS SOILS

RELATIVE DENSITY

Ttrm "N" Value

Very Loose 0 -4

L o o s e 4-10

Medium Dense 10-30

Dense 30-50

Very Dense Over 50

Proport ional

Tern

T r a c e

l i t t le

Sc-e

And . .

Defining Range By

P e r c e n t a g e of Weight

OX- 5a

5V12S

1254-35%3 5 % - 5 0 %

CONSISTENCY

Ttrra q.-tons/sq. ft.

Very So f t 0.0 to 0 .25

So f t 3.25 to 0.50

Medium 3.50 to 1.0

S t i f f 1.0 to 2 0

Very S t i f f 2.0 to 4.0

Hard O v e r 4.0

ORGANIC CONTENT BYCOMBUSTION METHOD

Soil Description loss on Ignition

Mon Organ i c L e s s than 4%

Organ i c S i l t / C l a y 4-12X

Sed imen ta ry Peat 12-50%

Fibrous and Woody Peat . . . . More than SOX

Ttrm

PLASTICITY

Plastic Index

None to Slight 0-4

Slight 5-7

Medium 8-22

High to Very High Over 22

The p e n e t r a t i o n r e s i s t a n c e , N, is the s u m m a t i o n of the number of blows required lo e f f e c t two

s u c c e s s i v e B* p e n t r a t i o n s of Ihe 2" s p l i t - b a r r e l sampler. The ur.pler i) driven w i th a 140 Ib. weight

f a l l i n g 30" and ij s e a t e d lo a depth of 6" before commencing th« standard penilralion tut.

Symbols

DRILLING AND SAMPLING

CS—Cont inuous Samp l i ng

RC-Rock Coring: Sije AW, BW, MW, 2" W

RQO-Rock Quali ty D e s i g n a t o r

RB-Rotk Bit

FT-FishTai l

DC-Drove Cas ing

C-Casing: Size 2 ••':", SW, 4", HW

CW-Clear Wa te r

DM-Oril l ing Mud

H S A - H o l l o w S t e n A a ; e r

FA— Flight Au;er

HA-Kand Au jer

COA-C lean-Out A u g e r

SS-2" D i a m e t e r S p l i t - B a r r e l S a m p l e

2 S T — 2 " D i a m e t e r Th in -Wa l led Tube Sample

3ST-3" D i a m e t e r Th in -Wa l l ed Tube Sample

P T — 3 " D i a m e t e r P i s t cn Tube S a m p l e

AS—Auger Sample

WS-Wash Sample

PTS-Peat Sample

PS-Pitcher S a m p l e

NR-No Recove ry

S—Sounding

PMT-Borehole Pressu'e-.eter Test

VS-Vane Shear T e s t

WPT-Water P r e s s u r e T e s t

LABORATORY TESTS

q. — P e n e t r o m e t e r R e a d i n g , t o n s / s q . f t .

q.—Unconfined S t r e n g t h , t c n s / s q . f t .

W-Mois tu re C o n t e n t , S

ll-liquid Limit, S

PL-Plastic Limit, S

SL—Shr inkage L imi t , S

L I—Loss on Ignition, S

D-Dry Unit W e i g h t , I bs . / cu . f t .

pH—Measure of Soi l A l k a l i n i t y or A c i d i t y

F S - F r e e Swel l , S

WATER LEVELMEASUREMENT

y-Water level a t t i m e shown

NW-No Water E c . c c u n t e r e d

' WD-While Dri l l ing

BCR-Before C a s i n g R e m o v a l

A C R — A f t e r Casing R e m o v a l

CW-Cavedand Wet

CM-Caveif and Moist

Note : Wa!? r leve l m e . M . ' e - e r t s s h o w n on

the boring logs r e p r e s e n t cond i t i ons a t the

t i m e i nd i ca ted and may not r e f l e c t s t a t i c

levels, especia l ly in c o h e s i v e so i l s .

UNIFIED SOIL CLASSIFICATION SYSTEM

COARSE-GRAINED SOILS LABORATORY CLASSIFICATION CRITERIA

(Mcr .' of material is larger than No. 200 seive size.}

Clean Gravels (Lt t l le or no lines)

Wel l -g raded gravels, gravel-sand mix-lures, liltle or no fines

Qp Poorly graded gravels, gravel sand mix-lures, liltle or no fines

Gravels wrth Fines (Apprec iab le amount of fines]

GM Silly gravels, gravel sand-silt mixtures

GC Clayey gravels, gravel sand-clay mix tures

GRAVELSMore than hall

of coarsefraction larger

than No. 4 ' •sieve size "•

SANDSMore than hall

oi coarsefraction smaller

than No. 4sieve size

SILTSAND

CLAYSLiquid limitless than

50%

SILTSAND

CLAYSLiquid limitgreater than

50%

Clean Sands iLiltle or no f ' nes )

Well graded sands, gravel ly sands, li'.He orno lines

ep Poorly graded sands, gravelly sands, liltleor no lines

Sands with Fines (Appreciable amount of lines)

SM Silly sands, sand-si l t mixtures

SC Clayey sands, sand-clay mix tures

FINE-GRAINED SOILS

nai f of material is smaller than No. 200 sieve.)

Inorganic sills and very fine sands, rockML flour, silly or clayey fine sands or clayey

si l ts with slight plaslicily

Inorganic clays of low to medium plastici-CL ty. gravelly days, sandy clays, silly clays,

lean clays

Organic sills and organic silly clays of lowplaslicily

M U Inorganic s i l ts , micaceous or diatoma-1 n ceous line sandy or silly soils, elastic silts

CH Inorganic c lays of hign p las t i c i t y , lal clays

Organic clays of medium lo high plasticity,organic sills

PT Peril an»J o:!-»r :-, rh|y .---.r-.u; sC i !s

0.0 (D J O) 'GW C = greater than 4; C = between 1 and 3

U D,. D,oXD.0

GP Not meeting all gradation requirements 'or GW

Atterberg limits below A",,ne or p«. less tnan 4

Allerberg limits above A 'line with P.I. greater than 7

borderline cases requiringuse of dual s>mbcls

SW C = gieaier than 6: C = between 1 andU 0.0 D,^D,0

SP Not meeting all gradation requirements for SW

SM

SC

Alterberg limits below "A"line or P 1. less than 4

Atlerberg limils above "A"line with P.I. greater man 7

Limits p lot t ing in hatchedzone w i th P !. between 4and 7 are borderline casesrequir ing jse o( dual sym-bols.

Determine percentages of sand and gravel f rom grain-size curve.Depending on percentage of f ines ( f rac t ion smaller than No. 200sieve size), coarse-grained soils are classif ied as fo l lows:

Less than 5 per cent GW. GP, SW, SPMore than 12 per cent GM, GC. SM, SC5 to 12 per cent Borderl ine cases

requ.rtng dual symbols

PLASTICITY CHART

60

50

40

= 30

20

10

CH

-CL

OH and MH

V

•ML andOL

0 10 20 30 40 50 60 70 80 90 100

Liquid Limil

For •:'^ssif'Ct-licri of dr^ g'.TneJ sc 's anJ ' ^o f r " ; : : ; n of cojr->;-

grained soils.Alterberg Limits plotling in hatched area are borderline c lassidcalions requiring use of dual symbols.Equation of A-line: PI = 0.73 (LL - ?0)

W A R Z Y NLOG OF TEST BORING

Project F a d r Q w s k i P r u m D i s p o s a l SiteRemedial Investigation

Location ...6865..S,...2.7t.b. .St..,...Franklin,...Wisconsin

Boring No. SB.-l...'Surface Elevation 7.8.4,4Job No. 25389,00Sheet 1 of 1

11270 WEST PAR< PLACE • SUITE 400, MILWAUKEE, UIS. 53224 • TEL. (414)359-2424

(^ SAMPLEIII Rec

No. X .E C in.ICI

1 I 24

2

- 3

4

5

24

24

24

24

Mois t

M

M

M

M

M

N

21

58

Depth

_

—

48

49

51

— 5-

—

-—

— 15-

VISUAL CLASSIFICATIONand Remarks

•--

—- - -

%'%'//A///,

%%n

1n%•%fr///

FILL: Yellow brown (10YR 6/2) lean clay

Hard, yel low-brown (10YR 6/2) lean CLAY;little to trace fine subangular dolomitegravel; trace black ( N l ) and b lue-gray (5B5/1) shale fragments; trace f ine to coarsesubround igneous gravel; trace ver t ica lfractures (<0.1" wide); trace red-brown(10YR 5/4) clay inclusions (CL)

Hard, medium gray (N5) lean CLAY; l i t t le totrace f ine subangular dolomite gravel; traceblack ( N l ) and blue-gray (5B 5/1) shalefragments; trace f ine to coarse subroundigneous gravel; trace red-brown (10YR 5/4)

\clay inclusions (CL) /

END OF BORING - 10.0 FEET*NOTE: Soil samples were screened in thefield wi th a PID. Readings abovebackground were not detected.

SOIL PROPERTIES^qu

(qa)r t sn

(4.5+)

(4.0-4.5+)

u L L PL D

1

!

WATER LEVEL OBSERVATIONS GENERAL NOTESWhi le Dr i l l i ng -Time After Dril

£ I

inaJpon Completion of D r i l l i n g S ta r t 12/1

Driller E9/88 End 12/19/88H Chief JEP . R i g D 2 5

Depth to Water ^ Logger REP Editor REPDepth to Cave in Dri l l Method 2 1/4" I.D. HSA; 2" O.D., j

V The s t r a t i f i c a t i o n l ines represent the approximate boundary between so i l 24" Lone SS /V^types and the t r a n s i t i o n may be gradual . " ^


Project Fadrpyvski Drum Disposal SiteRemedial Investigation

Location $865 S,.. .27th.St., Franklin, Wisconsin

Boring No. SB-2Surface Elevation 785.4Job No. 25389.00Sheet 1 o f 1

11270 WEST PARK PLACE - S U I T E 400, HILUAUKEE, W1S. 53224 • TEL.(414)359-2424

/^ SAMPLENo.

1

2

- : 3

4

5

Y! Rec

( i n .

14

16

12

6

0

_

Moist

M

M

M

M

W

N

19

24

36

7

18

Depth

—

----

—

----

-

— 5---

_

~

-

S

- 10 &

— 15-


rlLL. brown ( jYK 3/4) lean clay, asphalt ,- , l t l l / V T I \green glass, cinders, chert, and black ( N l )

s i l ty clay

--

-:

:-

-_

^ Medium dense, l i gh t gray (N7) f ine sandy^ SILT and sandy CLAY (ML-CL)

^ END OF BORING - 10.0 FEET*NOTE: Soil samples were screened in thefield wi th a PID. Readings abovebackground were note detected.

SOIL PROPERTIES^qu

(qa)( tan

w LL PL D

WATER LEVEL OBSERVATIONS GENERAL NOTESWhile Dr i l l ing -Time Af te r Dri lDepth to WaterDepth to Cave i

^ 8.0 LToon Comoletion of D r i l l i n 2 Start 12/1ling

i

10 Mins . Driller E5.7' * Logger Rl

9/88 End 12/19/88TI Chief JEP RigD25EP Editor REP

8.8' Dri l l Method 2 1/4" I.D. HS.A; 2" O.D.,\ The s t r a t i f i c a t i o n t ines represent the approximate boundary between s o i l 24" Lone SS /\^_types and the t rans i t ion may be gradual . t> ^^ ,/


Project Fadroyvski Drum Disposal SiteRemedial Investigation

Location 6865 S, 27th St., Franklin, Wisconsin

Boring No. SB-3Surface Elevation ...7.8.3,1.Job No, 25389.00Sheet 1 of 1

^- 11270 WEST PARK PLACE - S U I T E 400. M I L W A U K E E . W I S . 53224 • T E L . (414)359-2424 -^

( SAMPLEill Rec

NO. II l< ' n -

'

2

•̂

4

5

.

\ 24

12

8

24

24

Moist

M

M

M

M

M

M

52

10

6

16

n

Depth

--

•-_

-

~

5 -

1

:.I

— 15-


FILL: Brown (SYR 3/4) lean clay; some fineI to coarse gravel; trace rope:

1

J--

::

^^ Stiff to very s t i f f , medium gray (N5) lean^ CLAY; l i t t l e to trace f i n e subangular^ dolomite gravel; trace black ( N l ) and^ blue-gray (5B 5/1) shale fragments; traceY/, f ine to coarse subround igneous gravel, trace^ red-brown (10YR 5/4) clay inclusions (CL)

1END OF BORING - 10.0 FEET

*NOTE: Soil samples were screened in thefield wi th a PID. Readings abovebackground were not detected.

SOIL PROPERTIES^qu

(qa)(tsf )

(2.0)

(2.0)

u LL PL D

WATER LEVEL OBSERVATIONS GENERAL NOTESWhile Dr i l l ingTime Af ter DrilDepth to WaterDepth to Cave i

^ Ucon Comoletion of D r i l l i n g Start 12/1ing

i

10 Mins . Dr i l le r E9/88 End 12/19/88H Chief JEP RigD25

NW 1 Losaer REP Editor REP10.0' Dr i l l Method 2 1/4" I .D..HSA; 2" O.D.,

\ The s t r a t i f i c a t i o n l ines represent the approximate boundary between so i l 24" Lone SS JV^jypes and the t r ans i t ion may be gradual. *» ̂ ^


Project Fadrowski Drum Disposal SiteRemedial Invest igat ion

Location 6865 S, 27th St., F rankl in , Wisconsin

Boring No. . S.B.-4 .Surface Elevation 783.1Job No. 25389,00Sheet 1 of 1

11270 WEST PARK PLACE • SUITE 400, MILWAUKEE, WIS. 53224 • TEL.(414)359-2424

f^ SAMPLENo.

1

2

Rec( in .

20

20

Mois t

M

M

N

36

52

Depth

_

-

—

— 5-

-

—

— 10-

rI

- 15-


---

i —

---

FILL: Brown (5YR 3/4) lean clay, asphalt,and wood scrap

END OF BORING - 4.0 FEET*NOTE: Augers would not advance pastwood scrap at 2-feet. Four boring attemptswere made w i t h i n a 5 foot rad ius from SB-4with the same result .**NOTE: PID reading of 10 ppm at 2-4 footinterval .

SOIL PROPERTIES^qu

(qa)(tsn

w LL PL D

1

WATER LEVEL OBSERVATIONS GENERAL NOTESWhi le Dr i l l ingTime Af te r DrilDepth to Water

2 il ing

Fpo n Completion of D r i l l i n g Start 12/2Driller E'

3f Logger Rl

1/88 End 12/21/88FI Chief JEP RigD25EP Editor REP

\ Depth to Cave in Dril l Method 2 1/4" I.D. HSA; 2" O.D., |\ The s t r a t i f i c a t i o n l ines represent the approximate boundary between soil 24" Lone SS /V^_types and the t r a n s i t i o n may be gradual . .*..w ^^



Location 6865 S,...2.7th. St., F rank l in , Wisconsin

Boring No. SB-5Surface Elevation 782,6Job No. 25389,00Sheet 1 of 1

11270 WEST PARK PLACE - S U I T E 400, MILWAUKEE, W1S. 53224 • TEL.(414)359-2424

(^ SAMPLEIY! "ecNO. 4|||(m.

1

2

3

•5

18

20

"

M o i s t

M

M

M

M

N

14

15

16

17

1 1

Depth

—

— ::

.---

" ::

[ [u- 15-


TILL, brown ( j Y K 3/4) lean clay, l i t t l e f i n e.sand; trace wire

-

_

--::

y/.y, Very s t i f f to s t i f f , yel low-brown (10YR 6/2)^ lean CLAY; l i t t l e to trace f ine subangula r^ dolomite gravel; trace black ( N l ) and# blue-gray (SB 5/1) shale fragments; trace6, f i n e to coarse subround igneous grave!; trace•21 vert ical f ractures (<0.1" wide); trace [~y/. \ r ed -b rown (10YR 5/4) clay inc lus ions (CL) /% \ 1£ Stiff to very s t i f f , m e d i u m gray (N5) lean

CLAY; l i t t l e to trace f i n e subangu l a rdolomite gravel; trace black ( N l ) andblue-gray (5B 5/1) shale f ragments ; trace ,f i n e to coarse subround igneous gravel; tracered-brown (10YR 5/4) c lay inc lus ions (CL)

END OF BORING 10.0 FEET*NOTE: Soil samples were screened in thefield wi th a PID. Read ings abovebackground were not detected.

SOIL PROPERTIES^qu

(qa)f t s f )

j

(2/4.5)

(2.0)

u LL PL D

WATER LEVEL OBSERVATIONS GENERAL NOTESWhile Dr i l l i ngTime Af ter DrilDepth to Water

i Depth to Cave i

— Unon Comoletion of D r i l l i n g S ta r t 12/2l ing

n

5 Mins. Dr i l l e r E1/88 End 12/21/88TI Chief JEP RigD25

NW *- Logger REP Editor REP8.0' Dril l Method 2 1/4" I.D. HSA, 2" O.D., .

\ The s t r a t i f i c a t i o n l ines represent the approximate boundary between soi l 24" Lone SS /V^types and the t r a n s i t i o n may be gradual . ' ' fe' _^


Project Fadrovvski Drum Disposal SiteRemedia l Invest igat ion

Location 6865 S, 27th St., F r ank l i n , Wisconsin

Boring No. SB-6Surface Elevation 781.9Job No. 25389,00Sheet 1 of 1

/"" SAMPLENO. |««

|(m.

1 I 20

2

3

4

14

10

4

5 1 8

Mois t

M

M

M

W

M

M

25

19

i

10

12

Depth

i —

l_

-

—

r--

—

5 --

k 1T

L 1L J

— 15-


- FILL: Yellow-brown (10YR 6/2) lean clay.

and dark gray (N3) s i l ty sand; l i t t l e; trace glass

-

-

-

--

% Very s t i f f to s t i f f , yel low-brown (1Cy/> lean CLAY; l i t t l e to trace f ine subar//, dolomite gravel; trace black ( N l ) an^ blue-gray (5B 5/1) shale fragments;^ f ine to coarse subround igneous gra%

\ vert ical f rac tures (<0 .1" wide); traceIred-brown (10YR 5/4) clay inc lus io

gravel;

)YR 6/2)igulardtrace'el; trace

is (CL) /

END OF BORING - 10.0 FEET*NOTE: Soil samples were screened in thef ie ld wi th a PID. Readings abovebackground were not detected.

WATER LEVEL OBSERVATIONSWhile Dr i l l ingTime After DrilDepth to WaterDepth to Cave i

=? 7.0 Urjon Comolet ion of D r i l l i n gl ing

n

5 Mins.4.5' *7.8'

\ The s t r a t i f i c a t i o n l ines represent the approximate boundary between s o i l\^_types and the t r a n s i t i o n may be gradua l .

SOIL PROPERTIES^qu

(qa)rtsn

(4.5+)

u LL PL D

GENERAL NOTESStart 12/2 1/83 Hnd 12/21/88Driller EJI Chief JEP RigD25Logger REP Editor REPDri l l Method 21 /4" LD.HSA; 2" Q.D., J24".Long.S.S ^J


Project Fadrowski Drum Disposal SiteRemedial Investigation

Location 6865 S. 27th St., Frankl in , Wisconsin

Boring No. SB-7Surface Elevation 781.6Job No. 25389.00Sheet 1 of 1

11270 WEST PARK PLACE - S U I T E 400, M I L W A U K E E , W1S. 53224 • TEL.(414)359-2424

SAMPLENo. Y Rec

1 I 14

1

2

3

: 4

5

1 18

24

20

|

Moist

M

M

M

W

W

H

26

21

18

5

Depth

'-'-

-

_ - -

: '-!!—

9r !:L ::

u ::

y

— 15-

— 20-


:: FILL: Yellow-brown (10YR 6/2) lean clay-l i t t le sand

-- Change in f i l l color to da rk gray (N3)

--

::

-:

^ Stiff to very s t i f f , m e d i u m gray (N5^ CLAY; l i t t l e to trace f i n e s u b a n g u l a

1 dolomite gravel; trace black ( N l ) anblue-gray (5B 5/1) shale f ragments ;f ine to coarse s u b r o u n d igneous grav,red-brown (10YR 5/4) clay inclusioi

) leanr

trace 1el; trace Iis (CL)


WATER LEVEL OBSERVATIONSW h i l e Dr i l l i ngTime After DrilDepth to WaterDepth to Cave i

•¥ 6.0 Uoon Completion of D r i l l i n gl ing

n

5 Mins.5.0' *10.8'

The s t r a t i f i c a t i o n l ines represent the approximate boundary between s o i l'••-^ types and the t r a n s i t i o n may be gradual .

SOIL PROPERTIESqu

(qa)( t s f 5

U L L P Li1

D !

i[i

i1

GENERAL NOTES 1Start 12/21/88 End 12/21/88Dri l ler ETI Chief JEP R i g D 2 5Logger REP Editor REPDril l Method 6 1/4" O.D. FA; 2" O.D.. j24" Long SS


Project Fadrowski...Drum. Disposal SiteRemedial Investigation

Location 6865 S. 27th St., Franklin, Wisconsin


^ 11270 WEST PARK PLACE • SUITE 400. M I L W A U K E E . W I S . 53224 - T E L . (414)359-2424 -^

(^ SAMPLENo.

1

2

3

4

5

6

1

rc( i n .

12

14

8

12

6

24

Moist

M

M

M

M

M

M

N

12

16

16

34

39

25

Depth

11

— ;i

--

:;

j .:

— 5 - -

F

— ;i

10 :"

- i

\— 15-


TILL, tsrown I ^ Y K 3/4) lean ciay, roots,• 1 f" 1 JI topsoil, t i n e to coarse angu la r gravel , and

I concrete c h u n k s_

:

--

::

-

^ Hard, medium gray (N5) lean CLAY; l i t t le toy/ trace f i ne s u b a n g u l a r do lomi te gravel; tracet i black ( N l ) and b lue-gray (5B 5/1) shale-^ f ragments; trace f ine to coarse subround

clay inc lus ions (CL); noted yellow-brown 1(10YR 6/2) f ine sand seam 0.1" thick at 10.5 jfeet


SOIL PROPERTIES^qu

(qa)( t s f )

u LL PL D

WATER LEVEL OBSERVATIONS GENERAL NOTESW h i l e Dr i l l ing -Time After DrilDepth to WaterDepth to Cave i

^ Upon Comoletion of D r i l l i n g S ta r t 12/2ing

i

10 Mins. Dr i l l e r E'9.5' * Logger Rl

Dri l l Methc

8/88 End 12/28/88II .Chief JEP RigD25EP Editor REPd 2 1/4" I.D. HSA; 2" O.D., ,

\ The s t r a t i f i c a t i o n t ines represent the approximate boundary between soil 24" Lone SS J\^_ types and the t r a n s i t i o n may be g radua l . ^/



Location 6865 S. 27th St., Frankl in, Wisconsin

Boring No. SB.-9..Surface Elevation 782,2Job No. 25389-00Sheet 1 of 1

11270 WEST PARK PLACE - S U I T E 400, MILWAUKEE, W1S. 53224 • TEL.(414)359-2424

(^ SAMPLE!Y! ^cNo. I .i(m.

2

3

4

5

6

1 8

14

8

6

0

Moist

M

M

M

M

M

N

28

19

33

26

38

17

Depth

~._

I f;-

j

- >-;!iiT

t:l_

1

" r

- 15-


TTTT T • V^JI^ in / K*-/1,.,rt / IAVI? < / ' > ^ e.',\*\! oort/-?TILL. ledow-orown ( l u i K o//.) suty sanoand lean clay; some f ine subround gravel;

.I trace gray si l ty sand and sandy clay

-

-

--

::

-;;-- Could not advance augers past concrete at-- 8 -feet

--

y/ Very st iff to s t i f f , yel low-brown (10YR 6/2)% lean CLAY; l i t t l e to trace f ine subangularY/ dolomite gravel; trace black ( N l ) and// blue-gray (5B 5/1) shale fragments; trace

1 vert ical f rac tures (<0.1" wide); trace /red-brown (10YR 5/4) clay inclusions (CL) /


SOIL PROPERTIES^qu

(qa)( t s f )

w L L PL D

WATER LEVEL OBSERVATIONS GENERAL NOTESWhi le Dr i l l ingTime Af t e r DrilDepth to Water

, Depth to Cave i

ir Uoon Comolet ion of D r i l l i n g Start 12/2ing

i

Driller E* Logger Rl

8/88 End 12/28/88II Chief JEP RigD25EP Editor REP

Dril l Method 2 1/4" I.D. HSA; 2" Q.D., ]\ The s t r a t i f i c a t i o n l ines represent the approximate boundary between s o i l 24" Lone SS /\^_types and the t rans i t ion may be gradual . b _^



Location 6865..S., 27th St., Franklin, Wisconsin


11270 WEST PARK PLACE • SUITE 400, MIL W A U K E E , W1S. 53224 • TEL.(414)359-2424

/" SAMPLE!'?( ^cNo, 4 .|(in.

1 I 20

2

3

4

5

\ 14

24

24

24

Moist

M

M

M

M

M

H

1C

24

20

39

37

Depth

iL_

L

Ic

— 15-


1:1

::

I ' . ' . '

1

FILL: Pale brown (SYR 5/2) toyellow-brown (10YR 6/2) mottled s i l t andlean clay

Medium dense, ye l low-brown (10YR 6/2)verv f ine SAND and s i l t (SM1)Hard, yel low-brown (10YR 6/2) mottled leanCLAY; l i t t l e f ine sand and f ine subroundgravel; trace vertical f ractures (0.05" wide)coated with light gray (N7) si l t orprecipitate (CL)


SOIL PROPERTIES^qu

(qa)f t s f )

u LL PL D

WATER LEVEL OBSERVATIONS GENERAL NOTESW h i l e Dr i l l i ngTime After DrilDepth to WaterDepth to Cave i

=2 Ling

i

2 MinFpoS,

n Completion of D r i l l i n g Star t 12/2Dril ler E'

NW * Loeger RI

8/88 End 12/28/88FI Chief JEP RigD25iP Edi tor REP

8.0' Drill Method 6 1/4" O.D. FA, 2" O.D. J\ The s t r a t i f i c a t i o n l ines represent the approximate boundary between so i l 24" LonE SS /V__ types and the t r a n s i t i o n may be gradual . *, ^v ^/


Project F a d r o w s k i D r u m D i s p o s a l SiteRemedial Investigation

Location 6865 S, 27th St., Frankl inj Wisconsin

Boring No. SB-11Surface Elevation ...7.81.1.Job No. 25389.QQSheet 1 of 1

(^ SAMPLEIII t,c

"" &'"1

2

3

4

I 20

24

24

6

Mois t

M

M

M

M

N

12

30

6

Depth

~*

~

Hi

H— 10-

- 15-


rlLL. rale-brown ( j Y K j / 2 ) sandy si l tyi f •clay; some f ine subround gravel

-

-

^ Stiff to very s t i f f , yel low-brown (10YR 6/2)^ mottled lean CLAY; l i t t le f ine sand and finey/, subround gravel (CL)

END OF BORING - 8.0 FEET*NOTE: Encountered boulder at 8-feet;Auger Refusal**NOTE: Soil samples were screened in thefield with a PID. Readings abovebackground were not detected.

SOIL PROPERTIES^qu

(qa)( t s f )

(1.5)

(3.5)

w LL PL D

WATER LEVEL OBSERVATIONS GENERAL NOTESWhile Dr i l l i ngTime After DrilDepth to WaterDepth to Cave i

^ Uoon Comoletion of D r i l l i n g Start 12/2ing

n

2 Mins. Dri l ler E'NW * Loeeer Rl8.0' Dri l l Methc

8/88 End 12/28/88n Chief JEP Rigp25EP Editor REPd 6 1/4" O.D. FA; 2" O.P,

\ The s t r a t i f i c a t i on lines represent the approximate boundary between soil 24" Lone SS /\^_types and the t r a n s i t i o n may be gradual . ' 6 ^ ^/



Location 6865 S, 27th St.v Franklin, Wisconsin .


f SAMPLE

»• ~.1

2

3

4

5

8

12

18

24

24

Mois t

M

M

W

W

M

N

6

34

15

12

12

Depth

—

—

V~~

--

~ 5"::

::

~y— 15-


rlLL. black ( N l ) and brown ( JYK.i i j i iclay, gravel, concrete and asphalt

-

--

-

--

i/, Hard, yellow-brown (10YR 6/2) leay/, l i t t le to trace f ine subangular dolom^ gravel; trace black (N!) and blue-gr^ 5/1) shale f ragments ; trace f ine to c:2 subround igneous gravel; trace vertic

\ f r ac tu res (<0.1" wide); trace red-broU I O Y R 5/4) clay inclusions (CL)

3/4) lean

n CLAY;iteay (5Boarse:alwn /


WATER LEVEL OBSERVATIONSWhile Dri l l ingTime Af te r DrilDepth to WaterDepth to Cave i

= 4.0 Uoon Comoletion of D r i l l i n ging

"i

2 Mins.NW *8.5'

V The s t r a t i f i c a t i o n l ines represent the approximate boundary between soi l\^_types and the t r ans i t ion may be gradual.

SOIL PROPERTIES^qu

(qa)f t s f )

(4/4.5+)

w L L PL 0

GENERAL NOTESStart 12/30/88 End 12/30/88Dril ler ETI Chief JEP RigCME75Logger REP Editor REPDrill Method 4 1/4" I.D. USA; 2" O.D.24" Long SS ^


Project Fadroyvsk iP rum Disposal SiteRemedial Investigation

Location 6865:..S. 27th St.* Frankl in , Wisconsin

Boring No. SB-13Surface Elevation .7.7.9... 1..Job No. 2.538.9,00Sheet 1 of 1

(^ SAMPLEJ T l

NO. X "eC

^j( i n .

1 I 241

1

j

Hoist

M

N

38

Depth

_

: "

—

— 10-

— 15-


- FILL: Brown (SYR 3/4) clay; fine to coarsesand and concrete slab or block

END OF BORING - 1.5 FEET*NOTE: End boring at 1.5 feet because ofconcrete obstruction.**NOTE: Soil samples were screened in thefield with a PID. Readings abovebackground were not detected.

SOIL PROPERTIES^qu

(qa)f t s f )

w LL PL D

WATER LEVEL OBSERVATIONS GENERAL NOTESWhi le Dr i l l ingTime After DrilDepth to Water

— Il ing

Jpo n Completion of D r i l l i n g Start 12/3Dril ler E'

0/88 End 12/30/88TI Chief JEP RigCME75

* Logger REP Editor REPDepth to Cave in Dril l Method 4 1/4" I.D. HSA; 2" O.D. i

\ The s t r a t i f i c a t i o n l ines represent the approximate boundary between soi l 24" Lone SS /\ types and the t r a n s i t i o n may be gradual . V...B...W ^


Project Fadroyvski Drum Disposal SiteRemedia l Invest igat ion

Location 6865 S, 27th St., F rank l in , Wisconsin

Boring No. SB.-1.4...Surface Elevation 779.5Job No. 25389,00Sheet 1 .of 1

11270 WEST PARK PLACE -SUITE 400, MILWAUKEE, W1S. 53224 • TEL.(4U)359-2424

/" SAMPLEIII **'No. 1||(in.

1

2

•̂

4

5

6

1 20

24

20

22

6

20

Hoist

M

M

W

W

W

M

N

10

18

28

37

Depth

_

.

—

sz

- S-'-~-

--

-

— -

—

_

- 15-


riLL. black ( N l ) , yellow-brown ( 1 U Y K6/2), and brown (5YR 3/4), clay, roots,

I gravel, and concrete

_

::

--

-

I At 10-12 feet noted musty odor

_

END OF BORING - 12.0 FEET*NOTE: Augers not advancing past 11 feetbecause of concrete obstruction**NOTE: Soil samples were screened in thefield wi th a PID. Readings abovebackground were not detected.

SOIL PROPERTIES^qu

<qa)f t s f )

u LL PL D

WATER LEVEL OBSERVATIONS GENERAL NOTESWhile Dr i l l ingTime After DrilDepth to WaterDepth to Cave i

^ 4.0 Upon Complet ion of D r i l l i n g S tar t 12/3ling

T

2 Mins. Driller E'NW I Logger R]

0/88 End 12/30/88 ifi Chief JEP . . . . Rig.CME75EP Editor REP

8.5' Dri l l Method 4 1/4" LD. HSA; 2" O.D. j\ The s t r a t i f i c a t i o n lines represent the app rox ima te boundary between soi l 24" Lone SS ^\^_types and the t r ans i t ion may be gradual. s> w ^,


Project FadroHski Drum Disposal SiteRemedia l Invest igat ion

Location 6865 S, 27th St., Frankl in , .Wisconsin....

Boring No. SB-15Surface Elevation 780.1Job No. 25389,00Sheet 1 o f 1

f" SAMPLE

««• \i*ec||< in .

1

2

3

4

5

6

7

24

24

20

18

18

24

Hoist

M

M

M

M

M

W

M

H

C

9

0

6

5

17

Depth

-

; I

r " ~

— -

:—_2 1Q -

:|— 15-


riLL. Yel low-brown (10 YR o/2) sandy. - , .; clay, red-brown (10 YR 5/4) mottled leanI clay, black clayey topsoil, and f i n e gravel

:

At 7 S fppt notpH m i K f v nrinr-

-

:

^ Very s t i f f , pale-brown (5YR 5/2) to medium^ gray (N5) lean CLAY (CL)

END OF BORING - 14.0 FEET*NOTE: Soil samples were screened in thefield with a PID. Readings abovebackground were not detected.

SOIL PROPERTIES^qu

(qa)(tsO

u LL PL D

i

WATER LEVEL OBSERVATIONS GENERAL NOTESWhile D r i l l i n gTime After DrilDepth to Water

, Depth to Cave i

^ 10.0 LJoon Comolet ion of D r i l l i n g S ta r t 12/3ing

i

5 Mins. Dril ler E"10.9' * Logger Rl

0/88 End 1 2/30/88H Chief JEP RigCME75IP Editor REP

11.0' Dril l Method 4 1/4" I.D. HSA; 2" O.D.\ The s t r a t i f i c a t i o n l ines represent the approximate boundary between soi l 24" Lons SS /V^_types and the t ransi t ion may be gradual. fe ^/


Project Fadrowski Drum Disposal SiteRemedial Invest igation

Location 6865 S. 27th St., Frankl in , Wisconsin

Boring No. SB.-16..:..Surface Elevation 78.0.6Job No. 25389,00Sheet 1 of 1

/"" SAMPLEI I I Rec

No. X .||dn.

'

2

3

\ 24

8

10

4 1 17

Mois t

M

M

M

M

N

18

6

1

Depth

—

—

•-

— '--

-

— 5— --

-

;:

— 10-

— 15-


ITTT f V I I U / 1 /-\VT> £ /-)\ 1 \n

. . .l i t t l e l ine to coarse gravel

--

--

----

END OF BORING - 7.0 FEET*NOTE: Encountered obstruction (possiblystorm sewer) at 7 feet.**NOTE: Soil samples were screened in thefield wi th a PID. Readings abovebackground were not detected.

SOIL PROPERTIES^qu

(qa)f t s f l

u LL PL D

WATER LEVEL OBSERVATIONS GENERAL NOTESWhi le Dri l l ingTime Af te r DrilDepth to WaterDepth to Cave i

— Upon Comolet ion of D r i l l i n g Start 12/3ling

n

Driller E'0/88 End 12/30/88n Chief JEP RigCME75

1 Logger REP Editor REPDrill Method 2 1/4" I.D, HSA; 2" O.D.

\ The s t r a t i f i c a t i o n lines represent the approximate boundary between soil 24" Lone SS JV^_types and the t rans i t ion may be gradual . ^S


Project Fadroyvski Drum Disposal SiteRemedial Invest igat ion

Location ...<58<55..S,. 27th St., Frankl in , Wisconsin

Boring No. SB-1.7Surface Elevation 776.8Job No. 25389,00Sheet 1 o f 1

N,

11270 UEST PARK PLACE - S U I T E 400, MILWAUKEE, U1S. 53224 • TEL. (414)359-2424

(^ SAMPLE

"•• I"|(m.

1 I 18

2

-^

4

5

6

7

1 20

20

24

16

Moist

M

M

M

M

M

M

N

20

8

13

12

15

Depth

— -

-

-

— 5 — - ^

~--

-

::

. — I

1 n !

::

_

-

— 15-


TTTT T • Voll/Mi; hfr t \\>r\ f 1 A VO £y>\ loon ^ lowriLL. I c l JOW-urOwn ^ l U Y K O/z j lean Clay,i • i /*• t 1 il i t t le t i ne to coarse subangular gravel

-

--

----

--

-- At 9-feet encountered black ( N l ) clay andsilty sand w i t h m u s t y odor, trace possibleC J 1foundry slag

;:

.

END OF BORING - 14.0 FEET*NOTE: Stopped boring because of darkness**NOTE: Soil samples were screened in thefield wi th a PID. Readings abovebackground were not detected.

SOIL PROPERTIES^qu

(qa)( t s f )

w L L PL D

WATER LEVEL OBSERVATIONS GENERAL NOTES 1W h i l e Dr i l l ingTime Af te r Dri lDepth to WaterDepth to Cave i

^ Uoon Completion of D r i l l i n g Start 12/3l ing

n

Dril ler E'0/88 End 12/30/88II Chief JEP RigCME75

* Logger REP Editor REPDrill Method 2 1/4" I.D, HSA; 2" O.D, ]

\ The s t r a t i f i c a t i o n l ines represent the approximate boundary between soil 24" Lone SS J^. types and the t r ans i t i on may be gradual . _^


Project Fadroyvski Drurn Disposal SiteRemedial Invest igat ion

Location 6865..S, 27th. St., F rank l in , Wisconsin


^ 11270 WEST PARK PLACE • S U I T E 400, M I L W A U K E E , W I S . 53224 • T E L . (414)359-2424 '

f" SAMPLE

IRec

,.( i n .

24

24

- 3

4

5

20

20

0

ni

Moist

M

M

W

M

M

N

5

26

28

19

0

Depth

-

_

—

c

-

— 15-


m%'////%<///.

y//.Y//,y/y,YY/y%

m////y//i>.

y///YY//

%'///•

Very stiff to hard, yellow-brown (10YR 6/2)mottled lean CLAY; l i t t le to trace f inesubangular dolomite gravel; trace black ( N l )and blue-gray (5B 5/1) shale fragments; tracefine to coarse subround igneous gravel; tracevert ical fractures (<0.1" wide); tracered-brown (10YR 5/4) clay inclusions (CL)

Medium dense, yellow-brown (10YR 6/2)fine to medium subangular SAND; l i t t le clay(SP)

Very s t i f f to hard, yellow-brown (10YR 6/2)lean CLAY (CDVery s t i f f , medium gray (N5) lean CLAY;l i t t le to trace f ine subangula r dolomitegravel; trace black (Nl ) and blue-gray (5B5/1) shale fragments; trace fine to coarsesubround igneous gravel; trace red-brownHOYR 5/41 clav inc lus ions CCL1

END OF BORING - 10.0 FEET*NOTE: Soil samples were screenedfield wi th a PID. Readings abovebackground were not detected.

WATER LEVEL OBSERVATIONSWhile Dri l l ing :

Time After DrilDepth to Water

£ 4.0 Iing 15 Mi

Jpons

n Completion of D r i l l i n g

7.0' IDepth to Cave in 8.0'

\ The s t r a t i f i c a t i o n lines represent the approximate boundary between so i l\__types and the t r ans i t ion may be gradual.

in the

SOIL PROPERTIES^qu

(qa)( t s f 5

(4.0)

(4.0)

(4.0)

(4.0)

W LL PL D

GENERAL NOTESStart 1/3/89 End 1/3/89Dril ler ETI Chief JEP Rig D25Logger REP Editor REPDril l Method 6 1/4" Q-P. FA; 2" O.D.24' Long SS ^J


Project Fadroyvski Drum Disposal SiteRemedial Invest igat ion

Location $865S, 27th St., Frankl in , Wisconsin

Boring No. SB-19.Surface Elevation 74.7,2Job No. 25389,00Sheet 1 o f 1

11270 UEST PARK PLACE -SUITE 400, MILWAUKEE, WIS. 53224 • TEL.(414)359-2424

f" SAMPLE

NO.

— . j

i

2

3

4

fcI 20

24

18

5 1 24

Mois t

M

M

W

M

M

N

4

38

11

10

Depth

—

SZ

— 5-

—

— 15-


1 TOPSOIL: Black ( N l ) organic silt and leanclay; some roots; l i t t l e f ine subangu la rgravel

| Red-brown (10YR 5/4) and med ium gray(N5) mottled lean CLAY; interbedded withyellow-brown (10YR 6/2) s i l ty to very finesand (CL)

Very s t i f f , medium gray (N5) lean CLAY;l i t t l e f ine subangula r sand; trace f inesubangular dolomite gravel (CL)


WATER LEVEL OBSERVATIONSWhile Dr i l l i ngTime After DrilDepth to WaterDepth to Cave i

^ 4.0 Il ing

n

Jpon Complet ion of D r i l l i n g

^

\ The s t r a t i f i c a t i o n lines represent the approximate boundary between so i l\_types and the t r a n s i t i o n may be gradual.

SOIL PROPERTIES^qu

(qa)( t s f l

(4.0)

U LL PL D

GENERAL NOTESStart 1/3/89. EndDriller EH ChiefLogger REP EditorDrill Method 2 1/4" I24" Long SS

1/3/89..JEP RigD25REP

D. HSA; 2" Q,P. 1


Project Fadrowski...Drum Disposal SiteRemedial Inves t iga t ion

Location 6865 S, 27th St., Frankl in , \Yisconsin

Boring No. SB-20Surface Elevation 747,8Job No. 25389,00Sheet 1 o f 1

^ 11270 WEST PARK PLACE • S U I T E 400, H I L W A U K E E , W I S . 53224 • T E L . (414)359-2424 '

(^ SAMPLE

No. |-El«

2

3

4

5

.

\ 14

16

12

24

24

Hoist

M

M

M

M

M

N

14

-1^

10

40

0

Depth

—

—

— 5-

—

- 15-

y

I


St i f f , yellow-brown (10YR 6/2) lean CLAY(CL)

At 1.5' noted 3" seam of f i n e to mediumsubangular SAND (SW)

Very s t i f f , medium gray (N5) lean CLAY;li t t le f ine to coarse subangular dolomitegravel; trace b lue -g ray (5B 5/1) shalefragments; trace red-brown (10R 5/4) t in t inclay (CL)


SOIL PROPERTIES^qu

(qa) w LL PL 0

WATER LEVEL OBSERVATIONS GENERAL NOTESWhile Dri l l ingTime After DrilDepth to Water

, Depth to Cave i

2 Il ing

i

Jpon Completion of D r i l l i n g Star t 1/3Driller E

/89 End 1/3/89..TI Chief JEP RigP25

* Logger REP Editor REPDrill Method 6 1/4" O.D. FA;. 2" O.D. j

\ The s t r a t i f i c a t i o n l ines represent the approximate boundary between so i l 24" Lone SS JV^types and the t r ans i t i on may be gradual . *..w ^


Project Fadrowski Drum Disposal SiteRemedial . Investigation

Location 6865 S, 27th St., F rank l in , .Wisconsin..

Boring No. .SB-21.'....Surface Elevation 748,2Job No. 25389,00Sheet 1 o f 1

11270 WEST PARK PLACE -SUITE 400, MILWAUKEE, WIS. 53224 • TEL. (414)359-2424

(~ SAMPLE

-• ilr"|1|< in.

1

2

3

4

1 20

24

24

Moist

M

M

M

M

N

11

21

Depth

—

—

— 5-

—

— 10-

— 15-


i

--

!

n"TT T /"OV Pr /Mirn /^VD 1 / A \ t r\ K l o ^TILL ( ! ). DTOWn ^IK. J/Q) tO DiaC, ,lean clay; some roots; note mus ty ty

Very s t i ff to s t i f f , ye l low-brown (Klean CLAY; l i t t l e to trace f ine subardolomite gravel; trace black (N l ) anblue-gray (5B 5/1) shale fragments;fine to coarse subround igneous gra\vertical fractures (<0.1" wide); tracered-brown (10YR 5/4) clay inclusio

k silt andpe odor

)YR 6/2)igulardtrace/el; trace

as (CL)


WATER LEVEL OBSERVATIONSWhile DrillingTime After DrilDepth to WaterDepth to Cave i

2 il ing

n

5 MinIpoS,

n Completion of D r i l l i n g

NW ?5.5'

\ The s t r a t i f i ca t ion lines represent the approximate boundary between so i lV types and the t r ans i t ion may be gradual .

SOIL PROPERTIES^qu

(qa)( t s f l

W LL PL 0

GENERAL NOTESStart 1/4/89.. End 1/4/89.Dri l ler ETI Chief JEP Rig £2.5Logger REP. .. Editor REPDril l Method 6 1/4" Q,D, FA; 2" O.D,24" Long. SS ^


Project Fadroyvski Drum Disposal SiteRemedial Investigation

Location 6865...S., 27th St., Franklin,..\Yi.sc.o.n.s.in...

Boring No. SB-22Surface Elevation 7.5.5,7.Job No. 25389,00Sheet 1 of 1

11270 WEST PARK PLACE -SUITE 400, HILWAUKEE, WIS. 53224 • TEL.(414)359-2424

(^ SAMPLEi l l RecNo . J l .

1 I 24

2

3

4

16

24

24

5 I 0

_

Hoist

M

M

M

M

M

N

44

55

33

26

28

Depth

r

-

_

— 5-

-

—

-

— 15-


'w/y///my///,<///y///.VY/'///.Y%,

Im

Ivy/y

FILL: Pale brown (SYR 5/2) to brownishgray (5YR 4/1) silt w i th roots

Hard, yel low-brown (10YR 6/2) lean CLAY;l i t t le to trace f ine subangu la r dolomitegravel; trace black ( N l ) and blue-gray (5B5/1) shale f ragments ; trace fine to coarsesubround igneous gravel; trace verticalfractures (<0.1" wide); trace red-brown(10YR 5/4) clay inc lus ions (CL)


SOIL PROPERTIES^qu

(qa)f t s f )

w LL PL D

WATER LEVEL OBSERVATIONS GENERAL NOTESWhile Dri l l ingTime Af te r DrilDepth to Water

2 ll ing 2 Mir,

Jpos.

n Completion of D r i l l i n g Start 1/5Driller E'

NW I Logger Rl

/89 End 1/5/89H Chief JEP Rig.D.25.EP Editor RE.P

Depth to Cave in 10.0' Dril l Method 6 1/4" O.D. FA; 2" Q.D. J\ The s t r a t i f i c a t i o n l ines represent the approxiinate boundary between soi l 24" Lone SS J^ types and the t r ans i t i on may be gradual . * ^


Project Fadroyyski Drum Disposal SiteRemedial Investigation

Location 6865S, 27th St., Frankl in , Wisconsin

Boring No. SB-23Surface Elevation 7.6.2,9.Job No. 2.5.3.851,0.0.Sheet 1 of 1

(^ SAMPLE

IRec

,,n.

-r-

Hoist

M

N

15

Depth

—

— 5-

— 10-

— 15-

---

—


FILL: Brown (5YR 3/4) and black ( N l ) leani *clav, concrete, gravel, and cinders

END OF BORING - 1.5 FEET*NOTE: Could not advance augers pastconcrete layer at 1.5 feet.**NOTE: Soil samples were screened in thefield with a PID. Readings abovebackground were not detected.

SOIL PROPERTIES^qu

(qa>( t s f )

w LL PL D

WATER LEVEL OBSERVATIONS GENERAL NOTESWhile Dri l l ingTime After Dri lDepth to Water

, Depth to Cave i

? Iling

n

Jpo n Completion of D r i l l i n g Start 1/5Driller E

/89. End 1/5/89II Chief JEP RigP25

* Logger REP Editor REPDrill Method 6 1/4" O,D. FA; 2" 0,D,

\ The s t r a t i f i c a t i o n lines represent the approximate boundary between so i l 24" Lone SS J\^_types and the t rans i t ion may be gradual . ^/


Project Fadrovvski Drum Disposal SiteRemedia l Investigation

Location 6865 S, 27th St., Frankl in , Wisconsin


11270 UEST PAR< PLACE • SUITE 400, MILWAUKEE, U1S. 53224 • TEL. (414)359-2424

C SAMPLEI I I t,-.

"" &'-'

2

3

4

5

1 20

22

24

24

24

Mois t

M

M

M

M

M

N

46

25

17

26

25

Depth

----

—

;-

_

— ::•-

•~-\1- \- .^

- 15-


- FILL: Yellow-brown (10YR 6/2) lean clay,some f ine sand and gravel

-

-

_-

^ Hard, yel low-brown (10YR 6/2) lean CLAY;y/ l i t t le to trace f ine subangular dolomiteY/, gravel; trace black (N l ) and blue-gray (5BY/, 5/1) shale f ragments ; trace f ine to coarse//, subround igneous gravel; trace vertical^ fractures (<0.1" wide); trace red-brown^ (10YR 5/4) clay inclusions (CL)

\^ St i f f , medium gray (N5) lean CLAY; l i t t le to^ trace f ine subangula r dolomite gravel; trace

1 black ( N l ) and blue-gray (5B 5/1) shale |fragments; trace f i n e to coarse subround jigneous gravel; trace red-brown (10YR 5/4) Iclay inclus ions (CL) I

1END OF BORING - 10.0 FEET

*NOTE: Soil samples were screened in thefield w i t h a PID. Readings abovebackground were not detected.

SOIL PROPERTIES^qu

(qa)( t s f )

(4.5+)

(2.5)

(1.5)

u LL PL D

WATER LEVEL OBSERVATIONS GENERAL NOTESWhile Drilling -Time After DrilDepth to Water

, Depth to Cave i

^ Uoon Comoletion of D r i l l i n g Start 1/5ing

i

Driller E'* Logger Ri

/89. End 1/5/89H Chief JEP RigP25EP Editor REP

Dril l Method 6 1/4" Q.D. FA; 2" Q.D,\ The s t r a t i f i c a t i o n l ines represent the approximate boundary between soi l 24" Lone SS /V^_types and the t r a n s i t i o n may be gradual . ^


Project Fadroyvski Drum .Disposal.SiteRemedial Inyes t iga i ion

Location 6865 S. ..27th St., F rankl in , Wisconsin

Boring No. SB-25Surface Elevation 764.1Job No. 253.89,00Sheet 1 of 1

(^ SAMPLEIII Rec

Ho. 4 .E ( i n .> c '

1

2

3

4

5

6

24

24

24

20

20

Hoist

M

M

M

M

M

M

N

33

30

30

42

36

16

Depth

"~

~~

_

--_

:1

:|

^ j

\— 15-


MLL. Ye l low-brown ( I U Y R 6/2) mott ledlean clay

-

yj> Very s t i f f , yel low-brown (10YR 6/2) leanY/, CLAY; note silty sand seam (3" wide) at 5.5^ feet (CL)

^ Stiff to very s t i f f , med ium gray (N5) lean^ CLAY; interbedded wi th yel low-brown^/, (10YR 6/2) sand and f ine gravel seams (CL)


SOIL PROPERTIES^qu

<qa)(tsn

(4.0)

(3.5)

w L L PL D

WATER LEVEL OBSERVATIONS GENERAL NOTESWhile Dril l ing -Time After DrilDepth to WaterDepth to Cave ii

2 Uoon Comoletion of D r i l l i n g Start 1/5ing

i

2 Mins. Dri l ler E'NW * Logger Rl9.0' Dr i l l Methc

/89. End .1/5/89..n Chief JEP RigD25EP Editor REPd 6 1/4" Q,D. FA; 2" O.D,

\ The s t r a t i f i c a t i o n lines represent the approximate boundary between soi l 24" Lone SS /v^ types and the t ransi t ion may be gradual . 6 _^/

APPENDIX B

ANALYTICAL RESULTS

APPENDIX B

This appendix lists results of analyses performed on soil boring samples

collected at the Fadrowski Drum Disposal Site (FDDS). Values are reported for

sampling locations at which the measurement methods used provided measurable

quantities of target analytes. Data considered not usable and estimated

quantitation limits determined during validation process are also included.

For a summary of positive usable data only, see Tables 2 and 3.

COMPOUND GROUP DESIGNATIONS

The following group designations are used within this appendix.

VOC Volatile Organic Compounds

SVOC Semi-Volatile Organic Compounds

P/PCB Pesticides and PCBs

MTL Metals and Cyanide

TVOA Tentatively Identified Volatile Organic Compounds

TBNA Tentatively Identified Semi-Volatile Organic Compounds

Lists of target compounds making up the VOC, SVOC, P/PCB and MTL groupings and

associated quantitation limits are attached.

Data Qua!ifiers

Data quality is assessed based on the laboratory and field quality control

(QC) criteria as described in the FDDS RI/FS Quality Assurance Project Plan

(QAPP). Qualified data are flagged by the performing laboratory during

analysis, and/or by Warzyn personnel during the data validation process. Data

qualifiers have letter or symbol codes as outlined below. If data are

qualified, the qualifiers are presented with results. The data validation

qualifiers (DVQ) and laboratory qualifiers (LQ) are presented with the data as

separate columns.

Laboratory Qualifier Definitions

The following qualifiers were used by laboratories performing the analyses of

samples from the FDDS. The qualifiers defined below are presented in the LQ*

column with the associated value.

Laboratory Qualifiers for Organic Analyses

J - Indicates an estimated value. This flag is used either when estimatinga concentration for tentatively identified compounds where a 1:1response is assumed, or when the mass spectral data indicate thepresence of a compound that meets the identification criteria but theresult is less than the Contract Required Quantitation Limit (CRQL) butgreater than zero.

B - This flag is used when the analyte is found in the associated blank atless than 5 times the CRQL as well as in the sample. It indicatespossible/probable blank contamination and warns the data user to takeappropriate action. This flag must be used for a TIC as well as for apositively identified TCL compound.

Compounds flagged "B" by the laboratory may be further flagged orconsidered "not positive" by the data validation process.

U - Indicates compound was analyzed for but not detected. The samplequantification limit must be corrected for dilution and for percentmoisture. For example, 10U for phenol in water if the sample finalvolume is the protocol-specified final volume. If a 1 to 10 dilution ofextract is necessary, the reported limit is 100 U. For a soil sample,the value must also be adjusted for percent moisture.

Compounds flagged "U" are not considered positive and are not includedin data summaries. CRQL and sample dilution factors (where applicable)are provided in this Appendix.

E - This flag identifies compounds whose concentrations exceed thecalibration range of the instrument for that specific analysis. If oneor more compounds have a response greater than full scale, the sample orextract must be diluted and re-analyzed. If the dilution of the extractcause any compounds identified in the first analysis to be below thecalibration range in the second analysis, then the results of bothanalyses are reported by the laboratory.

Data flagged "E" are replaced with the values from the dilution analysis(See "D" below) and are not included in data summaries.

D - This flag identifies all compounds quantitated in an analysis at asecondary dilution factor.

A - This flag indicates that a TIC is a suspected aldol condensationproduct.

X - This flag was applied to data which were calculated manually (as opposedto computer generated) by the laboratory.

Laboratory Qualifiers for Inorganic Analyses

K - This flag is applied to a value greater than or equal to the instrumentdetection limit but less than the CLP Contract Required Detection Limit(CRDL)

U - Indicates element was analyzed for but not detected. Reported with theinstrument detection limit value (e.g., 10U). These values are notconsidered positive and are not included in data summaries.

E - Indicates a value estimated due to the presence of interference.

S - Indicates value determined by Method of Standard Addition.

N - Indicates spike sample recovery is not within control limits.

* - Indicates duplicate analysis is not within control limits.

+ - Indicates the correlation coefficient for method of standard addition isless than 0.995.

W - Post-digestion spike for Furnace AA analysis is out of control limits(85-115%), while sample absorbance is less than 50% of spike absorbance.

Data Validation Qualifier Definitjons

The following qualifiers were used by Warzyn personnel in the review and

validation of laboratory results. Field QC samples (trip blanks, field

blanks, field duplicates) are also evaluated during the data validation

process. Assessment of organics data was performed using guidelines developed

in Technical Directive Document No. HQ-8410-01, Laboratory Data Validation,

Functional Guidelines for Evaluating Organic Analyses, February 1988.

Inorganics data assessment was performed based on guidelines in Laboratory

Data Validation, Functional Guideline for Evaluating Inorganic Analyses,

November 1985.

The data validation process is performed with project needs specific to the

FDDS in mind. Data quality objectives and intended data usage as outlined in

the FDDS Quality Assurance Project Plan were referenced. The data validation

qualifiers defined below are presented with the data in this Appendix undef

the "DVQ" column.

Data Validation Qualifiers for Organic Analyses

J The associated numerical value is an estimated quantity, because qualitycontrol criteria and/or holding times were not met. Tentativelyidentified compounds (TIC) are also flagged as estimated (J).

UJ The associated numerical value is an estimated quantitation limit.Compounds flagged UJ are not considered positive, however they areincluded in the data summaries in this Appendix.

R Quality Control indicates the data are not usable (compound may or maynot be present). Data qualified as unusable are not included ininterpretations, however, they are presented in this Appendix. Notethat some compounds flagged U (less than CRQL) by the laboratory weredetermined not usable by the Data Validation process. 2-Butanone wasflagged R in sampels DW01, DWTB-01, DWFB, SB24, and SB25 due to poorlaboratory QC for this compound, this is a common occurrence in volatileanalysis by CLP procedures.

B Indicates compound was also detected in laboratory blanks. Values arereported and flagged B only when they are greater than 5 times theconcentration detected in the lab blank (10 times for common laboratorycontaminants: acetone, methylene chloride, 2-butanone, toluene andcommon phthalate esters). Values less than 5 (or 10) times the blank

concentrations are flagged as estimated quantitation l i m i t (UJ).Elevated phthalate concentrations were detected in laboratory blanks.Most sample values were less than 10 times the lab blank concentration,however in several instances phthalates were detected in samples and notin the associated lab blank. All reported phthalate concentrations aresuspect.

Data Qualifiers for Inorganic Analyses

J The associated numerical value is an estimated quantity, because qualitycontrol criteria were not met.

R Quality control indicates that the data are not usable (compound may ormay not be present). As with the organics data, inorganic datadetermined not usable are shown in this Appendix, but are not includedin the data interpretations. Total cyanide results for all samplesexcept SB18 through SB25 were flagged R. Cyanide analyses for thesesamples were performed outside the specified holding times, and thelaboratory reported non-detects for all samples.

K Element detected in laboratory blank at concentration in excess ofinstrument detection limit but less than CRDL.

Generally the laboratory and data validation qualifiers can be summarized as

follows. Two general types of laboratory qualifiers have been utilized with

the FDDS data:

1) Lab qualifiers alerting the data reviewer that alternative methods ofsample analysis or data reduction were utilized (e.g., manualcalculations, methods of standard additions). These flags allow thedata reviewer to backcheck the calculations, etc., performed by thelab.

2) Lab qualifiers indicating that CLP quality criteria were not met andthat the usability of the associated data may be limited (i.e., blankcontamination, poor spike recoveries, etc.). These data will beclosely reviewed during the data validation process. Based on theEPA guidelines described above and the final intended data use, thelaboratory qualified data will be assessed as: acceptable withoutfurther qualification, acceptable with qualification, below elevatedquantitation limits (blank contamination), or not usable (R)

Only data flagged R are considered totally unusable. These data are included

in this Appendix. The remaining data, are of sufficient quality to be used

for interpretation and will support the conclusions contained in this report.

[LJW-606-C-AB6]

CLP TARGET COMPOUND LIST ANDCONTRACT REQUIRED QUANTITATION LIMITS (CRQL)1

Volatiles CAS Number

1. Chloromethane 74-87-32. Bromomethane 74-83-93. Vinyl Chloride 75-01-44. Chloroethane 75-00-35. Methylene Chloride 75-09-2

6. Acetone 67-64-17. Carbon Disulfide 75-15-08. 1,1-Dichloroethene 75-35-49. 1,1-Dichloroethane 75-35-310. 1,2-Dichloroethene (Total) 544-59-0

11. Chloroform 67-66-312. 1,2-Dichloroethane 107-06-213. 2-Butanone 78-93-314. 1,1,1-Trichloroethane 71-55-615. Carbon Tetrachloride 56-23-5

16. Vinyl Acetate 108-05-417. Bromodichloromethane 75-27-418. 1,1,2,2-Tetrachloroethane 78-27-519. cis-l,3-Dichloropropene 10061-01-520. Trichloroethene 79-01-6

21. Dibromocloromethane 124-48-122. 1,1,2-Trichloroethane 79-00-523. 1,1,2-Trichloroethane 71-43-224. Benzene 10061-02-625. Bromoform 75-25-2

26. 4-Methyl-2-pentanone 108-10-127. 2-Hexanone 591-78-628. Tetrachloroethene 127-18-429. Toluene 108-88-330. 1,1,2,2-Tetrachloroethane 79-34-5

31. Chlorobenzene 108-90-732. Ethyl Benzene 100-41-433. Styrene 100-42-534. Total Xylenes 1330-20-7

Ouanti

Wateruq/1

101010105

105555

551055

105555

55555

1010555

5555

tation Limits**Low Soil/Sediment!3)

uq/kq

101010105

105555

551055

105555

55555

1010555

5555

Quantitation Limits**

SemiVolatiles CAS Number

35. Phenol 108-95-236. bis(2-Chloroethyl)ether 111-44-437. 2-Chlorophenol 95-57-838. 1,3-Dichlorobenzene 541-73-139. 1,4-Dichlorobenzene 106-46-740. Benzyl Alcohol 100-51-6

41. 1,2-Dichlorobenzene 95-50-142. 2-Methylphenol 95-48-743. bis(2-Chloroisopropyl)ether 108-60-144. 4-Methylphenol 106-44-545. N-Nitroso-Dipropylamine 621-64-7

46. Hexachloroethane 67-72-147. Nitrobenzene 98-95-348. Isophorone 78-59-149. 2-Nitrophenol 88-75-550. 2,4-Dimethylphenol 105-67-9

51. Benzoic Acid 65-85-052. bis(2-Chloroethoxy)methane 111-91-153. 2,4-Dichlorophenol 120-83-254. 1,2,4-Trichlorobenzene 120-82-155. Naphthalene 91-20-3

56. 4-Chloroani l ine 106-47-857. Hexachlorobutadiene 87-68-358. 4-Chloro-3-methylphenol 59-50-7

(para-chloro-meta-cresol)59. 2-Methylnaphthalene 91-57-660. Hexachlorocyclopentadiene 77-47-4

61. 2,4,6-Trichlorophenol 88-06-262. 2,4,5-Trichlorophenol 95-95-463. 2-Chloronaphthalene 91-58-764. 2-Nitroaniline 88-74-465. Dimethyl Phthalate 131-11-3

66. Acenaphtylene 208-96-867. 2,6-Dinitrotoluene 606-20-268. 3-Nitroaniline 99-09-269. Acenaphthene 83-32-970. 2,4-Dinitrophenol 51-28-5

71. 4-Nitrophenol 100-02-772. Dibenzofuran 132-64-973. 2,4-Dinitrotoluene 121-14-274. Diethylphthalate 84-66-275. 4-Chlorophenyl Phenyl ether 7005-72-3

Wateruq/1

101010101010

1010101010

1010101010

5010101010

101010

1010

1050105010

1010505050

5010101010

Low SoilSediment(a)

uq/kq

330330330330330330

330330330330330

330330330330330

1600330330330330

330330330

330330

33016003301600330

33033016003301600

1600330330330330

Quantitation Limits**

76.77.78.79.80.

81.82.83.84.85.86.

87.88.89.90.

91.92.93.94.95.96.97.98.99.

SemiVolatiles CAS Number

Fluorene 86-73-74-Nitroaniline 100-01-64,6-Dinitro-2-methyl phenol 534-52-1N-nitrosodiphenylamine 86-30-64-Bromophenyl Phenyl ether 101-55-3

Hexachlorobenzene 118-74-1Pentachlorophenol 87-86-5Phenanthrene 85-01-8Anthracene 120-12-7Di-n-butylphthalate 84-74-2Fluoranthene 206-44-0

Pyrene 129-00-0Butyl Benzyl Phthalate 85-68-73,3'-Dichlorobenzidine 91-94-1Benzo(a)anthracene 56-55-3

Chrysene 218-01-9bis(2-ethylhexyl)phthalate 117-81-7Di-n-octyl Phthalate 117-84-0Benzo(b)fluoranthene 205-99-2Benzo(k)fluoranthene 207-08-9Benzo(a)pyrene 50-32-8Indeno(l,2,3-cd)pyrene 193-39-5Dibenz(a,h)anthracene 53-70-3Benzo(g,h,i)perylene 191-24-2

Wateruq/1

1050501010

105010101010

10101020

101010101010101010

Low SoilSedimentU)

uq/kq

33016001600330330

3301600330330330330

330330330660

330330330330330330330330330

Pesticide/PCB

b.

CAS Number

319-84-6319-85-7319-86-858-89-976-44-8

309-00-21024-57-3959-98-860-57-175-55-9

72-20-833213-65-972-54-81031-07-850-29-3

53494-70-572-43-55103-71-95103-74-38001-35-2

12674-11-211104-28-211141-16-553469-21-912672-29-6

11097-69-111096-82-5

Medium Soil/Sediment Contract Required Quantitation Limits (CRQL) forVolatile TCL Compounds are 100 times the individual Low Soil/SedimentCRQL.

Medium Soil/Sediment Contract Required Quantitation Limits (CRQL) forSemivolatile TCL Compounds are 60 times the individual LowSoil/Sediment CRQL.

100.101.102.103.104.

105.106.107.108.109.

110.111.112.113.114.

115.116.117.118.119.

120.121.122.123.124.

125.126.

NOTES

a.

alpha-BHCbeta-BHCdelta-BHCgamma-BHC (Lindane)Heptachlor

AldrinHeptachlor EpoxideEndosulfan IDieldrin4,4'-DDE

EndrinEndosulfan II4,4-DDDEndosulfan Sulfate4,4'-DDT

Endrin KetoneMethoxychloralpha-chlrodanegamma-clordaneToxaphene

AROCLOR-1016AROCLOR-1221AROCLOR-1232AROCLOR-1242AROCLOR-1248

AROCLOR-1254AROCLOR-1260

Medium Soil/Sedime

Quanti

Wateruq/1

0.050.050.050.050.05

0.050.050.050.100.10

0.100.100.100.100.10

0.100.50.50.51.0

0.50.50.50.50.5

1.01.0

tation Limits**Low Soil

Sediment(a)uq/kq

8.08.08.08.08.0

8.08.08.016.016.0

16.016.016.016.016.0

16.080.080.080.0160.0

80.080.080.080.080.0

160.0160.0

c. Medium Soil/Sediment Contract Required Quantitation Limits (CRQL) forPesticide/PCB TCL compounds are 15 times the individual lowSoil/Sediment CRQL.

* Specific quantitation limits are highly matrix dependent. Thequantitation limits listed herein are provided for guidance and may notalways be achievable.

** Quantitation limits listed for soil/sediment are based on wet weight.The quantitation limits calculated by the laboratory for soil/sediment,calculated on dry weight basis as required by the contract, will behigher.

[wpmisc-400-81]

NOTES

TARGET ANALYTE LISTELEMENTS DETERMINED BY

INDUCTIVELY COUPLED PLASMA EMISSIONOR ATOMIC ABSORPTION SPECTROSCOPY

Metal

AluminumAntimonyArsenicBariumBeryl 1iumCadmiumCalciumChromiumCobaltCopperIronLeadMagnesiumManganeseMercuryNickelPotassiumSeleniumSilverSodiumThalliumVanadiumZinc

Other

Cyanide

RequiredDetection Level'1)

ug/1

200601020055

50001050251005

500015

0.240

50005

105000

105020

10

(1) Subject to the restrictions specified in the first part of Part G,Section IV of Exhibit D (Alternative Methods - Catastrophic Failure)of SOW-7/87. Any analytical method specified in SOW 7/87, Exhibit Dmay be utilized as long as the documented instrument or methoddetection limits meet the Contract Required Detection Limit (CRDL)requirements. Higher detection limits may only be used in thefollowing circumstance:

If the sample concentration exceeds five times the detection limitof the instrument or method in use, the value may be reported eventhough the instrument or method detection l i m i t may not equal theContract Required Detection Limit. This is illustrated in theexample below:

For Lead:

Method in use - ICPInstrument Detection Limit (IDL) - 40Sample concentration - 220Contract Required Detection Limit (CRCL) - 5

(2) The value of 200 may be reported even though instrument detectionlimits obtained in pure water that may be met during the procedurein Exhibit E of SOW 7/87. The detection limits for samples may beconsiderably higher depending on the sample matrix.

[wpmisc-400-80]

WARZYN ENGINEERING INC.SUMMARY OF LABORATORY RESULTS

BY SAMPLE ID

PROJECT NUMBER: 25389.00PROJECT NAME: Fadrowski Drum Disposal RI/FS

MATRIX: Soil Boring

17-Apr-1989Page 1 •

58 I

SAMPLEID

FD-SB01-04

ANAL.TYPE COMPOUND

MTL AluminumMTL AntimonyMTL ArsenicMTL BariumMTL BerylliumMTL CadmiumMTL CalciumMTL Chromium, TotalMTL CobaltMTL CopperMTL IronMTL LeadMTL MagnesiumMTL ManganeseMTL MercuryMTL NickelMTL PotassiumMTL SeleniumMTL SilverMTL SodiumMTL ThalliumMTL VanadiumMTL ZincMTL Cyanide, TotalMTL Percent SolidsP/PCB Alpha-BHCP/PCB Beta-BHCP/PCB Delta-BHCP/PCB Gamma-BHC (Lindane)P/PCB HeptachlorP/PCB AldrinP/PCB Heptachlor EpoxideP/PCB Endosulfan 1P/PCB DieldrinP/PCB 4,4-DDEP/PCB EndrinP/PCB Endosulfan 11P/PCB 4,4-DDDP/PCB Endosulfan SulfateP/PCB 4,4-DDTP/PCB MethoxychlorP/PCB Endrin KetoneP/PCB Alpha-Chlordane

CONC. UNITS DVQ LQ

12200.0002.9003. 70048.0000.8002.900

81300.00020.0009.00018.000

16800.0009.000

33900.000421.0000.02922.000

1680.0002.9000.200

574.0000.30028.00048.0002.84087.1009.1009.1009.1009.1009.1009.1009.1009.10018.00018.00018.00018.00018.00018.00018.00091.00018.00091.000

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg%ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

JUJ

J

J

J

R

UJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJ

u

u

uuuK

uuuuuuuuuuuuuuuuuuu


BY SAMPLE ID


MATRIX: Soil Boring

17-Apr-1989Page 2

SBI

SAMPLEID

ANAL.TYPE COMPOUND

P/PCB Gamma-ChlordaneP/PCB ToxapheneP/PCB AROCLOR-1016P/PCB AROCLOR-1221P/PCB AROCLOR-1232P/PCB AROCLOR-1242P/PCB AROCLOR-1248P/PCB AROCLOR-1254P/PCB AROCLOR-1260SVOC PhenolSVOC bis(2-Chloroethyl)etherSVOC 2-ChlorophenolSVOC 1,3-DichlorobenzeneSVOC 1,4-DichlorobenzeneSVOC Benzyl alcoholSVOC 1,2-DichlorobenzeneSVOC 2-MethylphenolSVOC bis(2-Chloroisopropyl)etherSVOC 4-MethylphenolSVOC N-Nitroso-di-n-propylamineSVOC HexachloroethaneSVOC NitrobenzeneSVOC IsophoroneSVOC 2-NitrophenolSVOC 2,4-DimethylphenolSVOC Benzoic acidSVOC bis(2-Chloroethoxy)methaneSVOC 2,4-DichlorophenolSVOC 1,2,4-TrichlorobenzeneSVOC NaphthaleneSVOC 4-ChloroanilineSVOC HexachlorobutadieneSVOC 4-Chloro-3-methylphenolSVOC 2-MethylnaphthaleneSVOC HexachlorocyclopentadieneSVOC 2,4,6-TrichlorophenolSVOC 2,4,5-TrichlorophenolSVOC 2-ChloronaphthaleneSVOC 2-NitroanilineSVOC DimethylphthalateSVOC AcenaphthyleneSVOC 2,6-DinitrotolueneSVOC 3-NitroanilineSVOC Acenaphthene

CONC. UNITS DVQ LQ

91.000180.00091.00091.00091.00091.00091.000180.000180.000380.000380.000380.000380.000380.000380.000380.000380.000380.000380.000380.000380.000380.000380.000380.000380.0001800.000380.000380.000380.000380.000380.000380.000380.000380.000380.000380.0001800.000380.0001800.000380.000380.000380.0001800.000380.000

ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

UJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJ

uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu


BY SAMPLE ID


MATRIX: Soil Boring

17-Apr-1989Page 3

SB I

SAMPLEID

ANAL.TYPE COMPOUND

SVOC 2,4-DinitrophenolSVOC 4-NitrophenolSVOC DibenzofuranSVOC 2,4-DinitrotolueneSVOC DiethylphthalateSVOC 4-Chlorophenyl-phenyletherSVOC FluoreneSVOC 4-NitroanilineSVOC 4,6-Dinitro-2-methylphenolSVOC N-NitrosodiphenylamineSVOC 4-Bromophenyl-phenyletherSVOC HexachlorobenzeneSVOC PentachlorophenolSVOC PhenanthreneSVOC AnthraceneSVOC Di-n-butylphthalateSVOC FluorantheneSVOC PyreneSVOC Butyl benzylphthalateSVOC 3,3'-DichlorobenzidineSVOC Benzo(a)anthraceneSVOC ChryseneSVOC bis(2-Ethylhexyl)phthalateSVOC Di-n-octylphthalateSVOC Benzo b fluorantheneSVOC Benzo k fluorantheneSVOC Benzo a pyreneSVOC Indeno(l,2,3-cd)pyreneSVOC Dibenz(a,h)anthraceneSVOC Benzo(g,h,i)peryleneTBNA UnknownTBNA UnknownVOC ChloromethaneVOC BromomethaneVOC Vinyl ChlorideVOC ChloroethaneVOC Methylene ChlorideVOC AcetoneVOC Carbon DisulfideVOC 1,1-DichloroetheneVOC 1,1-DichloroethaneVOC Total 1,2-DichloroetheneVOC ChloroformVOC 1,2-Dichloroethane

CONC. UNITS DVQ LQ

1800.0001800.000380.000380.000380.000380.000380.0001800.0001800.000380.000380.000380.0001800.000380.000380.000380.000380.000380.000380.000760.000380.000380.000110.000380.000380.000380.000380.000380.000380.000380.000170.000320.00011.00011.00011.00011.00011.00016.0006.0006.0006.0006.0006.0006.000


UJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJJUJUJUJUJUJUJUJ

UJUJUJUJUJUJUJUJUJUJUJUJUJ

uuuuuuuuuuuuuuuBJuuuuuuJuuuuuuuJBJuuuuBJBuuuuuu


BY SAMPLE ID


MATRIX: Soil Boring

17-Apr-1989Page 4

SAMPLEID

FD-SB02-08

ANAL.TYPE COMPOUND

VOC 2-ButanoneVOC 1,1,1-TrichloroethaneVOC Carbon TetrachlorideVOC Vinyl AcetateVOC BromodichloromethaneVOC 1,2-DichloropropaneVOC cis-l,3-DichloropropeneVOC TrichloroetheneVOC DibromochloromethaneVOC 1,1,2-TrichloroethaneVOC BenzeneVOC trans-l,3-DichloropropeneVOC BromoformVOC 4-Methyl-2-PentanoneVOC 2-HexanoneVOC TetrachloroetheneVOC 1,1,2,2-TetrachloroethaneVOC TolueneVOC ChlorobenzeneVOC EthylbenzeneVOC StyreneVOC Total Xylenes

MTL AluminumMTL AntimonyMTL ArsenicMTL BariumMTL BerylliumMTL CadmiumMTL CalciumMTL Chromium, TotalMTL CobaltMTL CopperMTL IronMTL LeadMTL MagnesiumMTL ManganeseMTL MercuryMTL NickelMTL PotassiumMTL SeleniumMTL Silver

CONC. UNITS DVQ LQ

11.0006.0006.000

11.0006.0006.0006.0006.0006.0006.0006.0006.0006.000

11.00011.0006.0006.0007.0006.0006.0006.0006.000

15200.0003.0004.500

56.0000.8303.200

71400.00023.000

8.40021.000

19400.00010.000

34500.000453.000

0.03024.000

2050.0003.0000.200

ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg

UJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJ

JUJ

BJuuuuuuuuuuuuuuuuBuuuu

SBZuw

uu


BY SAMPLE ID


MATRIX: Soil Boring

17-Apr-1989Page 5

SB2

SAMPLEID

ANAL.TYPE COMPOUND

MTL SodiumMTL ThalliumMTL VanadiumMTL ZincMTL Cyanide, TotalMTL Percent SolidsP/PCB Alpha-BHCP/PCB Beta-BHCP/PCB Delta-BHCP/PCB Gamma-BHC (Lindane)P/PCB HeptachlorP/PCB AldrinP/PCB Heptachlor EpoxideP/PCB Endosulfan 1P/PCB DieldrinP/PCB 4,4-DDEP/PCB EndrinP/PCB Endosulfan 11P/PCB 4,4-DDDP/PCB Endosulfan SulfateP/PCB 4,4-DDTP/PCB MethoxychlorP/PCB Endrin KetoneP/PCB Alpha-ChlordaneP/PCB Gamma-ChlordaneP/PCB ToxapheneP/PCB AROCLOR-1016P/PCB AROCLOR-1221P/PCB AROCLOR-1232P/PCB AROCLOR-1242P/PCB AROCLOR-1248P/PCB AROCLOR-1254P/PCB AROCLOR-1260SVOC PhenolSVOC bis(2-Chloroethyl)etherSVOC 2-ChlorophenolSVOC 1,3-DichlorobenzeneSVOC 1,4-DichlorobenzeneSVOC Benzyl alcoholSVOC 1,2-DichlorobenzeneSVOC 2-MethylphenolSVOC bis(2-Chloroisopropyl)etherSVOC 4-MethylphenolSVOC N-Nitroso-di-n-propylamine

:ONC.593.0000.50033.00052.0002.94084.3009.4009.4009.4009.4009.4009.4009.4009.40019.00019.00019.00019.00019.00019.00019.00094.00019.00094.00094.000190.00094.00094.00094.00094.00094.000190.000190.000390.000390.000390.000390.000390.000390.000390.000390.000390.000390.000390.000

UNITS

mg/kgmg/kgmg/kgmg/kgmg/kg%ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

DVQ

J

R

UJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJ

L

uK

U

uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu


BY SAMPLE ID


MATRIX: Soil Boring

17-Apr-1989Page 6

582

SAMPLEID

ANAL.TYPE COMPOUND

SVOC HexachloroethaneSVOC NitrobenzeneSVOC IsophoroneSVOC 2-NitrophenolSVOC 2,4-DimethylphenolSVOC Benzoic acidSVOC bis(2-Chloroethoxy)methaneSVOC 2,4-DichlorophenolSVOC 1,2,4-TrichlorobenzeneSVOC NaphthaleneSVOC 4-ChloroanilineSVOC HexachlorobutadieneSVOC 4-Chloro-3-methylphenolSVOC 2-MethylnaphthaleneSVOC HexachlorocyclopentadieneSVOC 2,4,6-TrichlorophenolSVOC 2,4,5-TrichlorophenolSVOC 2-ChloronaphthaleneSVOC 2-NitroanilineSVOC DimethylphthalateSVOC AcenaphthyleneSVOC 2,6-DinitrotolueneSVOC 3-NitroanilineSVOC AcenaphtheneSVOC 2,4-DinitrophenolSVOC 4-NitrophenolSVOC DibenzofuranSVOC 2,4-DinitrotolueneSVOC DiethylphthalateSVOC 4-Chlorophenyl-phenyletherSVOC Fluorene /SVOC 4-NitroanilineSVOC 4,6-Dinitro-2-methylphenolSVOC N-NitrosodiphenylamineSVOC 4-Bromophenyl-phenyletherSVOC HexachlorobenzeneSVOC PentachlorophenolSVOC Phenanthrene 'SVOC AnthraceneSVOC Di-n-butylphthalateSVOC FluorantheneSVOC Pyrene /SVOC Butyl benzylphthalateSVOC 3,3'-Dichlorobenzidine

CONC. UNITS DVQ LQ

390.000390.000390.000390.000390.0001900.000390.000390.000390.00032.000390.000390.000390.00020.000390.000390.0001900.000390.0001900.000390.00056.000390.0001900.000130.0001900.0001900.00087.000390.000390.000390.000170.0001900.0001900.000390.000390.000390.0001900.0001200.000380.0003700.0002600.0002200.000390.000790.000


UJUJUJUJUJUJUJUJUJJUJUJUJJ iUJUJUJUJUJUJJUJUJJUJUJJUJUJUJJUJUJUJUJUJUJJJUJJJUJUJ

uuuuuuuuuJuuuJuuuuuuJuuJuuJuuuJuuuuuuJB

uu


BY SAMPLE ID

17-Apr-1989Page 7


MATRIX: Soil Boring

SAMPLE ANAL.ID TYPE

SVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCTBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNAVOCVOCVOCVOCVOCVOCVOCVOCVOCVOCVOCVOCVOCVOCVOCVOCVOCVOCVOCVOC

COMPOUND

Benzo(a)anthraceneChrysenebis(2-Ethylhexyl)phthalateDi-n-octylphthalateBenzo b fluorantheneBenzo k fluorantheneBenzo a pyreneIndenof ,2,3-cd)pyreneDi benz( a, h) anthraceneBenzo(g,h,i)peryleneUnknownUnknownUnknownUnknownUnknownUnknownUnknown4H-Cyclopenta[DEF]phenanthreneSulfur, mol . (S8)Pyrene, 1 -methyl- /Unknown PNAUnknown PNABenzo[E]pyreneDibenzo[DEF,MNO] chryseneChloromethaneBromomethaneVinyl ChlorideChloroethaneMethylene ChlorideAcetoneCarbon Disulfide1,1-Dichloroethene1,1-DichloroethaneTotal 1,2-DichloroetheneChloroform1,2-Dichloroethane2-Butanone1,1,1-TrichloroethaneCarbon TetrachlorideVinyl AcetateBromod i chl oromethane1,2-Dichloropropanecis-l,3-DichloropropeneTrichloroethene

CONC. UNITS DVQ LQ

1100.0001300.000280.000390.0001300.0001200.0001300.000680.000390.000390.000360.000170.000660.000330.000260.000170.000320.000360.000350.000260.0001600.000180.000740.000330.00012.00012.00012.00012.00012.00016.0006.0006.0006.0006.0006.0006.00012.0000.8006.00012.0006.0006.0006.0006.000


JJJUJJJJJUJUJ

UJ

UJUJUJUJUJUJUJUJUJUJUJUJUJJUJUJUJUJUJUJ

Ju

uuJJBJJJJJJJJJJJJuuuuBBUuuuuuBJJUUUuuu


BY SAMPLE ID

17-Apr-1989Page 8


MATRIX: Soil Boring

SAMPLEID

FD-SB03-04

ANAL.TYPE

VOCVOCVOCVOCVOCVOCVOCVOCVOCVOCVOCVOCVOCVOC

MTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLP/PCBP/PCB

COMPOUND

Dibromochloromethane1,1,2-TrichloroethaneBenzenetrans-l,3-DichloropropeneBromoform4-Methyl -2-Pentanone2-HexanoneTetrachloroethene1,1,2 , 2-Tetrachl oroethaneTolueneChlorobenzeneEthylbenzeneStyreneTotal Xylenes

AluminumAntimonyArsenicBariumBeryl 1 iumCadmiumCalciumChromium, TotalCobaltCopperIronLeadMagnesiumManganeseMercuryNickelPotassiumSeleniumSilverSodiumThai! iumVanadiumZincCyanide, TotalPercent SolidsAlpha-BHCBeta-BHC

SB z

CONC.

6.0006.0006.0006.0006.000

12.00012.0006.0006.000

46.0006.0006.0006.0006.000

UNITS

ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

DVQ

UJUJUJUJUJUJUJUJUJJUJUJUJUJ

LQ

UUUUUUUUUBUUUU

SB 2,12400.000

2.9004.200

49.0000.8202.100

79800.00018.0007.600

19.00015700.000

8.40038100.000

404.0000.029

19.0002000.000

2.9000.200

584.0000.400

30.00044.000

2.84085.600

9.3009.300

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg%ug/kgug/kg

JUJ

J

R

UJUJ

U

U

UUUK

U

UU


BY SAMPLE ID


MATRIX: Soil Boring

17-Apr-1989Page 9

S63

SAMPLEID

ANAL.TYPE COMPOUND

P/PCB Delta-BHCP/PCB Gamma-BHC (Lindane)P/PCB HeptachlorP/PCB AldrinP/PCB Heptachlor EpoxideP/PCB Endosulfan 1P/PCB DieldrinP/PCB 4,4-DDEP/PCB EndrinP/PCB Endosulfan 11P/PCB 4,4-DDDP/PCB Endosulfan SulfateP/PCB 4,4-DDTP/PCB MethoxychlorP/PCB Endrin KetoneP/PCB Alpha-ChlordaneP/PCB Gamma-ChlordaneP/PCB ToxapheneP/PCB AROCLOR-1016P/PCB AROCLOR-1221P/PCB AROCLOR-1232P/PCB AROCLOR-1242P/PCB AROCLOR-1248P/PCB AROCLOR-1254P/PCB AROCLOR-1260SVOC PhenolSVOC bis(2-Chloroethyl)etherSVOC 2-ChlorophenolSVOC 1,3-DichlorobenzeneSVOC 1,4-DichlorobenzeneSVOC Benzyl alcoholSVOC 1,2-DichlorobenzeneSVOC 2-MethylphenolSVOC bis(2-Chloroisopropyl)etherSVOC 4-MethylphenolSVOC N-Nitroso-di-n-propylamineSVOC HexachloroethaneSVOC NitrobenzeneSVOC IsophoroneSVOC 2-NitrophenolSVOC 2,4-DimethylphenolSVOC Benzoic acidSVOC bis(2-Chloroethoxy)methaneSVOC 2,4-Dichlorophenol

CONC. UNITS DVQ LQ

9.3009.3009.3009.3009.3009.30019.00019.00019.00019.00019.00019.00019.00093.00019.00093.00093.000190.00093.00093.00093.00093.00093.000190.000190.000380.000380.000380.000380.000380.000380.000380.000380.000380.000380.000380.000380.000380.000380.000380.000380.0001900.000380.000380.000


UJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJ

uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu


BY SAMPLE ID


MATRIX: Soil Boring

17-Apr-1989Page 10

SAMPLE ANAL.ID TYPE

SVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOC

COMPOUND

1,2,4-TrichlorobenzeneNaphthalene4-ChloroanilineHexachlorobutadiene4 -Chloro- 3 -methyl phenol2 -Methyl naphthaleneHexachlorocyclopentadiene2,4,6-Trichlorophenol2,4,5-Trichlorophenol2-Chloronaphthalene2-Nitroani lineDimethylphthalateAcenaphthylene2,6-Dinitrotoluene3-NitroanilineAcenaphthene2,4-Dinitrophenol4-NitrophenolDibenzofuran2,4-DinitrotolueneDiethylphthalate4-Chlorophenyl -phenyletherFluorene4-Nitroaniline4,6-Dinitro-2-methylphenolN-Nitrosodiphenylamine4-Bromophenyl -phenyl etherHexachlorobenzenePentachlorophenolPhenanthreneAnthraceneDi-n-butylphthalateFluoranthenePyreneButyl benzyl phthal ate3,3'-DichlorobenzidineBenzo(a)anthraceneChrysenebis(2-Ethylhexyl)phthalateDi-n-octylphthalateBenzofb fluorantheneBenzofk fluorantheneBenzo(a pyreneIndeno( ,2,3-cd)pyrene

CONC. UNITS DVQ LQ

380.000380.000380.000380.000380.000380.000380.000380.0001900.000380.0001900.000380.000380.000380.0001900.000380.0001900.0001900.000380.000380.000380.000380.000380.0001900.0001900.000380.000380.000380.0001900.000100.00027.000

4200.000380.000240.000380.000770.000140.000380.000110.000380.000140.000170.000140.000380.000


UJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJJJUJUJJUJUJJUJJUJJJJUJ

uuuuuuuuuuuuuuuuuuuuuuuuuuuuuJJBuJuuJuJuJJJu


BY SAMPLE ID


MATRIX: Soil Boring

17-Apr-1989Page 11

563

SAMPLEID

ANAL.TYPE COMPOUND

SVOC Dibenz(a,h)anthraceneSVOC Benzo(g,h,i)peryleneTBNA UnknownTBNA UnknownTBNA Dodecane, 2,6,10-trimethyl-TBNA Benzene,

1,!'-(!,3-butadiyne-l,4-diyl)bis

VOC ChloromethaneVOC BromomethaneVOC Vinyl ChlorideVOC ChloroethaneVOC Methylene ChlorideVOC AcetoneVOC Carbon DisulfideVOC 1,1-DichloroetheneVOC 1,1-DichloroethaneVOC Total 1,2-DichloroetheneVOC ChloroformVOC 1,2-DichloroethaneVOC 2-ButanoneVOC 1,1,1-TrichloroethaneVOC Carbon TetrachlorideVOC Vinyl AcetateVOC BromodichloromethaneVOC 1,2-DichloropropaneVOC cis-l,3-DichloropropeneVOC TrichloroetheneVOC DibromochloromethaneVOC 1,1,2-TrichloroethaneVOC BenzeneVOC trans-l,3-DichloropropeneVOC BromoformVOC 4-Methyl-2-PentanoneVOC 2-HexanoneVOC TetrachloroetheneVOC 1,1,2,2-TetrachloroethaneVOC TolueneVOC ChlorobenzeneVOC EthylbenzeneVOC StyreneVOC Total Xylenes

CONC. UNITS DVQ LQ

380.000380.000480.000290.000160.000270.000

12.00012.00012.00012.00012.00012.0006.0006.0006.0006.0006.0006.000

12.0006.0006.000

12.0006.0006.0006.0006.0006.0006.0006.0006.0006.000

12.00012.0006.0006.000

37.0006.0006.0006.0006.000

ug/kgug/kgug/kgug/kgug/kgug/kg

ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

UJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJJUJUJUJUJ

uuuuBJBuuuuuuBJuuuuuuuuuuuuuuuuBuuuu


BY SAMPLE ID


MATRIX: Soil Boring

17-Apr-1989Page 12

564

SAMPLEID

FD-SB04-04

ANAL.TYPE COMPOUND

MTL AluminumMTL AntimonyMTL ArsenicMTL BariumMTL BerylliumMTL CadmiumMTL CalciumMTL Chromium, TotalMTL CobaltMTL CopperMTL IronMTL LeadMTL MagnesiumMTL ManganeseMTL MercuryMTL NickelMTL PotassiumMTL SeleniumMTL SilverMTL SodiumMTL ThalliumMTL VanadiumMTL ZincMTL Cyanide, TotalMTL Percent SolidsP/PCB No Compounds DetectedSVOC PhenanthreneSVOC Di-n-butylphthalateSVOC FluorantheneSVOC PyreneSVOC Benzo(a)anthraceneSVOC ChryseneSVOC BenzoSVOC BenzoSVOC BenzoTBNA UnknownTBNA UnknownTBNA UnknownTBNA UnknownTBNA UnknownTBNA UnknownTBNA UnknownTBNA Unknown PNA

k)fluorantheneajpyreneg,h,i)perylene

CONC. UNITS DVQ

JUJ

LQ

9010.0002.9003.400

46.0000.6901.700

97000.00016.0007.300

39.00014100.000

13.00041100.000

432.0000.029

19.000573.000

2.9000.200

573.0000.300

23.00069.000

2.87087.200

0.000650.000

1800.0001600.0001200.000560.000610.000

1000.000580.000300.000540.000250.000270.000310.000520.000360.000400.000190.000

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg%ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

UJUJ

J

R

UJ

U

uuwuwuK

JJJJJJJJJ


BY SAMPLE ID


MATRIX: Soil Boring

17-Apr-1989Page 13

SAMPLEID

FD-SB05-04

ANAL.TYPE COMPOUND CONC.

TBNA Benzo[J]fluorantheneTBNA Unknown alkaneTBNA Unknown alkaneTBNA Unknown alkaneTBNA Unknown alcoholTBNA Bicyclo

[3.1.0Jhex-2-ene,4-methyl-l-(l-methyl ethyl)-

TBNA 1-Undecene, 4-methyl-TBNA 1-Pentanol, 4-methyl-2-propyl-TVOA UnknownTVOA 3-CareneVOC Methylene ChlorideVOC AcetoneVOC Carbon DisulfideVOC 1,1-DichloroethaneVOC Total 1,2-DichloroetheneVOC 2-ButanoneVOC 1,1,1-TrichloroethaneVOC TrichloroetheneVOC TetrachloroetheneVOC Toluene

MTL AluminumMTL AntimonyMTL ArsenicMTL BariumMTL BerylliumMTL CadmiumMTL CalciumMTL Chromium, TotalMTL CobaltMTL CopperMTL IronMTL LeadMTL MagnesiumMTL ManganeseMTL MercuryMTL NickelMTL PotassiumMTL SeleniumMTL Silver

810230260160150190

71031013

4601111030

11015

42

12400234902

8050020618

154008

38900381018

200020

.000

.000

.000

.000

.000

.000

.000

.000

.000

.000

.000

.000

.500

.000

.700

.000

.900

.000

.000

.000

.000

.800

.100

.000

.570

.300

.000

.000

.000

.000

.000

.800

.000

.000

.028

.000

.000

.800

.200


ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg

UNITS DVQ LQ

JJJJJJ

JJJJ

UJ BUJ BJJ J

JJ

UJ BJJJJB

UJUJ

UWuw


BY SAMPLE ID

17-Apr-1989Page 14


MATRIX: Soil Boring S65

SAMPLEID

FD-SB06-08

ANAL.TYPE

MTLMTLMTLMTLMTLMTLP/PCBSVOCTBNATBNATBNATVOAVOCVOCVOCVOC

MTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTL

COMPOUND

SodiumThai! iumVanadiumZincCyanide, TotalPercent SolidsNo Compounds DetectedDi-n-butylphthalateUnknown3-Pentanol, 2,2-dimethyl -Pentane, 3-bromo-3-methylUnknownMethylene ChlorideAcetone2-ButanoneToluene

AluminumAntimonyArsenicBariumBeryl 1 iumCadmiumCalciumChromium, TotalCobaltCopperIronLeadMagnesiumManganeseMercuryNickelPotassiumSeleniumSilverSodiumThall iumVanadiumZincCyanide, TotalPercent Solids

CONC. UNITS DVQ LQ

568.0000.30030.00046.0002.75088.0000.000

2100.000280.000160.000320.00011.00019.00019.00019.000

380.000

mg/kgmg/kgmg/kgmg/kgmg/kg%ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

R

UJ

UJUJUJ

UK

U

BJJJJBJBJBJB

58612100.000

2.8002.800

47.0000.6803.000

80400.00019.0006.200

19.00017800.000

12.00035500.000

413.0000.028

19.0001850.000

2.8000.200

569.0000.300

30.00048.000

2.850

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg

JUJ

J

J

UJ

R

UWuuK

87.800 %


BY SAMPLE ID

17-Apr-1989Page 15


MATRIX: Soil Boring

SAMPLEID

FD-SB07-06

ANAL.TYPE COMPOUND

P/PCB No Compounds DetectedSVOC Di-n-butylphthalateSVOC bis(2-Ethylhexyl)phthalateTBNA Hexane, 3-bromo-TBNA 1-Propene, l-methoxy-2-methylVOC Methylene ChlorideVOC AcetoneVOC 2-ButanoneVOC Toluene

MTL AluminumMTL AntimonyMTL ArsenicMTL BariumMTL BerylliumMTL CadmiumMTL CalciumMTL Chromium, TotalMTL CobaltMTL CopperMTL IronMTL LeadMTL MagnesiumMTL ManganeseMTL MercuryMTL NickelMTL PotassiumMTL SeleniumMTL SilverMTL SodiumMTL ThalliumMTL VanadiumMTL ZincMTL Cyanide, TotalMTL Percent SolidsP/PCB No Compounds DetectedSVOC PhenanthreneSVOC AnthraceneSVOC Di-n-butylphthalateSVOC FluorantheneSVOC PyreneSVOC Benzo(a)anthracene

CONC, UNITS

0.0001800.000330.000220.000180.000

57.00057.00057.000

590.000

8190.0003.0003.800

59.0000.6002.300

54700.00014.0006.500

19.00015300.000

81.00027100.000

543.0000.030

15.000598.000

3.0000.200

598.0000.200

25.00096.000

2.86083.600

0.000470.000140.000

3400.0001000.000760.000330.000

ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg%ug/kgug/kgug/kgug/kgug/kgug/kgug/kg

UJ

UJUJUJ

JUJ

JJJBJBJBJ

S87UW

UUUUK

UJJB


BY SAMPLE ID

17-Apr-1989Page 16


MATRIX: Soil Boring S6?SAMPLE

ID

FD-SB08-04

ANAL.TYPE

SVOCSVOCSVOCTBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNA

TBNATBNATBNA

TBNATBNATBNATVOAVOCVOCVOCVOCVOCVOCVOC

MTLMTLMTLMTLMTLMTLMTL

COMPOUND

ChryseneBenzo(b)fluorantheneBenzo(a)pyreneUnknownUnknownUnknownUnknownUnknownUnknownUnknownSulfur, mol. (S8)Octane, 2,4,6-trimetnyl-Dodecane, 2,7,10-trimethyl-Silane, trichloroeicosyl-Octane, 2,5,6-trimethyl-Decane, 2,3,6-trimethyl-Cyclohexane,1,2,4,5-tetraethyl-(1.Alpha...Alpha.,4.Alpha.,5.Alpha.)1-Decanol, 2-ethyl-Octane, 2,3,7-trimethyl-Cyclopentanone,2-methyl-4-(2-methylpropyl)-Cyclohexane, hexyl-Decane, 6-ethyl-2-methyl-Decane, 2,6,7-trimethyl-UnknownMethylene ChlorideAcetone2-ButanoneBenzeneTolueneEthylbenzeneTotal Xylenes

AluminumAntimonyArsenicBariumBerylliumCadmiumCalcium

CONC. UNITS DVQ

370.000590.000380.000560.000420.000770.000530.000320.000690.000420.000860.000950.0001600.000280.000400.000470.000500.000

1700.0001300.000590.000

500.000370.0001300.000

8.60012.00012.00012.0000.400

800.0001.0004.000

16700.0002.9006.00066.0000.9302.400

53300.000

ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

ug/kgug/kgug/kg

ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg

UJUJUJ

JUJ

LQ

J

JJJJJJJJJJJJJJJ

JJJ

JJJJBJBJBJJDJBJX


BY SAMPLE ID

17-Apr-1989Page 17


MATRIX: Soil Boring

SAMPLEID

FD-SB09-04


MTL Chromium, Total 25.000MTL Cobalt 12.000MTL Copper 126.000MTL Iron 20800.000MTL Lead 9.300MTL Magnesium 28700.000MTL Manganese 482.000MTL Mercury 0.029MTL Nickel 28.000MTL Potassium 2690.000MTL Selenium 2.900MTL Silver 0.200MTL Sodium 581.000MTL Thallium 0.500MTL Vanadium 39.000MTL Zinc 61.000MTL Cyanide, Total 2.810MTL Percent Solids 86.100P/PCB No Compounds Detected 0.000SVOC Di-n-butylphthalate 4800.000SVOC bis(2-Ethylhexyl)phthalate 100.000TBNA Unknown 240.000TBNA Ethanone, l-(3-ethyloxiranyl)- 1100.000TBNA 5-Hexen-2-one, 5-methyl- 160.000TVOA 3-Carene 29.000VOC Methylene Chloride 29.000VOC Acetone 29.000VOC 2-Butanone 29.000VOC Toluene 500.000VOC Total Xylenes 15.000

MTL Aluminum 11400.000MTL Antimony 2.800MTL Arsenic 2.000MTL Barium 44.000MTL Beryllium 0.790MTL Cadmium 1.700MTL Calcium 76800.000MTL Chromium, Total 17.000MTL Cobalt 9.200MTL Copper 18.000MTL Iron 15000.000

UNITS DVQ

mg/kg Jmg/kgmg/kgmg/kgmg/kg Jmg/kg

LQ

mg/kg^omg/kgmg/kgmg/kg,^0mg/kgmg/kgmg/kgmg/kgmg/kgmg/kg R

UUK

ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg

UJ

UJUJ

UJUJUJ

UJ

BJJBJBJJBBJXBJBBJX

UW


BY SAMPLE ID


MATRIX: Soil Boring

17-Apr-1989Page 18

SE9

SAMPLEID

FD-SB10-04

ANAL.TYPE COMPOUND

MTL LeadMTL MagnesiumMTL ManganeseMTL MercuryMTL NickelMTL PotassiumMTL SeleniumMTL SilverMTL SodiumMTL ThalliumMTL VanadiumMTL ZincMTL Cyanide, TotalMTL Percent SolidsP/PCB No Compounds DetectedSVOC Di-n-butylphthalateSVOC bis(2-Ethylhexyl)phthalateTBNA Undecane, 4,7-dimethyl-TBNA Heptadecane, 2,6-dimethyl-TBNA 1,2-Benzenedicarboxylic acid,

mono(2-ethylhexyl)esterTBNA Ethanone, l-(3-ethyloxiranyl)TBNA 5-Hexen-2-one, 5-methyl-VOC Methylene ChlorideVOC AcetoneVOC 2-ButanoneVOC TolueneVOC Total Xylenes

MTL AluminumMTL AntimonyMTL ArsenicMTL BariumMTL BerylliumMTL CadmiumMTL CalciumMTL Chromium, TotalMTL CobaltMTL CopperMTL IronMTL LeadMTL Magnesium

CONC. UNITS DVQ LQ

7.30037100.000454.0000.02821.000

1710.0002.8000.200

568.0000.20028.00040.0002.81088.1000.000

4600.00031.000160.000210.000400.000

210.000200.00038.00038.00038.000560.00019.000

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg%ug/kgug/kgug/kgug/kgug/kgug/kg

ug/kgug/kgug/kgug/kgug/kgug/kgug/kg

J

R

UJ

UJUJUJUJUJ

UJ

U

uuuK

U

BJJJJ

BJBJBBJXBJBBJX

17000.0002,3..900.900

63.0000.9203.600

16200.00024.00013.00021.000

21600.00012.000

10800.000

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg

10


BY SAMPLE ID


MATRIX: Soil Boring

17-Apr-1989Page 19

.sa toSAMPLE

ID

FD-SB10-04DUP

ANAL.TYPE COMPOUND

MTL ManganeseMTL MercuryMTL NickelMTL PotassiumMTL SeleniumMTL SilverMTL SodiumMTL ThalliumMTL VanadiumMTL ZincMTL Cyanide, TotalMTL Percent SolidsP/PCB No Compounds DetectedSVOC Di-n-butylphthalateSVOC bis(2-Ethylhexyl)phthalateTBNA 1,2-Benzenedicarboxylic acid,

mono(2-ethylhexyl)esterTBNA Ethanone, l-(3-ethyloxirany1)VOC Methylene ChlorideVOC AcetoneVOC 2-ButanoneVOC TolueneVOC Total Xylenes

MTL AluminumMTL AntimonyMTL ArsenicMTL BariumMTL BerylliumMTL CadmiumMTL CalciumMTL Chromium, TotalMTL CobaltMTL CopperMTL IronMTL LeadMTL MagnesiumMTL ManganeseMTL MercuryMTL NickelMTL PotassiumMTL Selenium

CONC.

594.0000.02925.000

2130.0002.9000.200

575.0000.30037.00058.0002.75087.0000.000

4700.000150.0001000.000

550.00023.00023.00023.000320.00011.000

UNITS

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg%ug/kgug/kgug/kgug/kg


DVQ

R

UJ

UJUJUJUJ

UJ

LQ

U

UUUK

U

BJJ

BJBJBJXBJBBJX

1018300.000

2.9003.900

64.0001.0003.000

34700.00026.0009.700

21.00021900.000

16.00022700.000

435.0000.029

27.0002870.000

2.900

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg

JUJ

J

J

U

u


BY SAMPLE ID


MATRIX: Soil Boring

17-Apr-1989Page 20

SAMPLEID

FD-SB11-04

ANAL.TYPE

MTLMTLMTLMTLMTLMTLMTLP/PCBSVOCSVOCTBNA

TBNA

TBNAVOCVOCVOCVOCVOC

MTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTL

COMPOUND

SilverSodiumThall iumVanadiumZincCyanide, TotalPercent SolidsNo Compounds DetectedDi-n-butylphthalatebis(2-Ethylhexyl)phthalate1,2-Benzenedicarboxylic acid,mono(2-ethylhexyl Jester3,7,11-Tridecatrienenitrile,4,8,12-trimethyl-Ethanone, l-(3-ethyloxiranyl )Methylene ChlorideAcetone2-ButanoneTolueneTotal Xylenes

AluminumAntimonyArsenicBariumBerylliumCadmiumCalciumChromium, TotalCobaltCopperIronLeadMagnesiumManganeseMercuryNickelPotassiumSeleniumSilverSodiumThallium

CONC. UNITS DVQ LQ

0.200577.000

0.50041.00059.000

2.77086.7000.000

3300.000120.000

1800.000

240.000

610.00057.00057.00057.000

710.00029.000

7120.0002.9003.700

30.0000.5801.500

71000.00012.0006.800

14.00012700.000

29.00035100.000

378.0000.029

16.000578.000

2.9000.200

578.0000.300

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kg%ug/kgug/kgug/kgug/kg

ug/kg


mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg

J

R

UJ

UUK

JJ

UUUUK


BY SAMPLE ID

17-Apr-1989Page 21


MATRIX: Soil Boring II

SAMPLEID

FD-SB12-04

ANAL.TYPE COMPOUND

MTL VanadiumMTL ZincMTL Cyanide, TotalMTL Percent SolidsP/PCB No Compounds DetectedSVOC AcenaphthyleneSVOC PhenanthreneSVOC AnthraceneSVOC Di-n-butylphthalateSVOC FluorantheneSVOC PyreneSVOC Benzo(a)anthraceneSVOC ChryseneSVOC bis(2-Ethylhexyl)phthalateSVOC Benzo(b)fluorantheneSVOC BenzofkjfluorantheneSVOC Benzo(a)pyreneTBNA Ethanone, l-(3-ethyloxiranyl)•TBNA 3-Heptanone, 2,4-dimethyl-TBNA 11,14,17-Eicosatrienoic acid,

methyl esterTBNA Benz[E]acephenanthryleneVOC Methylene ChlorideVOC AcetoneVOC 2-ButanoneVOC TolueneVOC EthylbenzeneVOC Total Xylenes

MTL AluminumMTL AntimonyMTL ArsenicMTL BariumMTL BerylliumMTL CadmiumMTL CalciumMTL Chromium, TotalMTL CobaltMTL CopperMTL IronMTL LeadMTL Magnesium

CONC. UNITS DVQ LQ

20.00036.0002.71086.5000.00032.00095.00048.00045.000410.000440.000250.000260.00068.000290.000220.000270.000550.000330.000240.000

210.00039.00039.00039.000530.0000.80019.000

mg/kgmg/kgmg/kg R%ug/kgug/kgug/kgug/kgug/kg UJug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg UJug/kgug/kg

ug/kgug/kg UJug/kg UJug/kg UJug/kgug/kgug/kg UJ

U

JJJBJ

JJJJJJBJJJ

JBJBJXBJBJBJX

7290.0003.0003.20040.0000.6001.700

11100.00012.0006.00018.000

11700.00057.000

48100.000

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg


BY SAMPLE ID

17-A.pr-1989Page 22


MATRIX: Soil Boring

SAMPLEID


MTL Manganese 415.000MTL Mercury 0.030MTL Nickel 14.000MTL Potassium 600.000MTL Selenium 3.000MTL Silver 0.200MTL Sodium 600.000MTL Thallium 0.200MTL Vanadium 20.000MTL Zinc 61.000MTL Cyanide, Total 2.810MTL Percent Solids 83.400P/PCB No Compounds Detected 0.000SVOC Acenaphthylene 29.000SVOC Acenaphthene 54.000SVOC Dibenzofuran 35.000SVOC Fluorene 77.000SVOC Phenanthrene 970.000SVOC Anthracene 260.000SVOC Di-n-butylphthalate 400.000SVOC Fluoranthene 1700.000SVOC Pyrene 1200.000SVOC Benzo(a)anthracene 790.000SVOC Chrysene 680.000SVOC bis(2-Ethylhexyl)phthalate 260.000SVOC Benzo(b)fluoranthene 1400.000SVOC Benzo(a)pyrene 840.000SVOC Indeno(l,2,3-cd)pyrene 600.000SVOC Benzo(g,h,i)perylene 430.000TBNA Unknown 280.000TBNA Unknown 410.000TBNA Unknown 310.000TBNA Unknown 290.000TBNA Unknown 350.000TBNA Unknown 300.000TBNA 4H-Cyclopenta[DEF]phenanthrene 250.000TBNA HH-Benzo[A]fluorene 470.000TBNA Unknown PNA 340.000TBNA Benzo[J]fluoranthene 1300.000TBNA Unknown alkane 270.000TBNA Benzo[GHI]fluoranthene 180.000TBNA Octane, 3-ethyl-2,7-dimethyl- 180.000TBNA Phosphonic acid, dioctadecyl- 2100.000TBNA Hexane, 3-bromo- 330.000

UNITS DVQ

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg

UJ

ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

UJ

LQ

U

UUWUUK

JJJJ

JBJ

JJJJJJJJJJJJJJJ


BY SAMPLE ID


MATRIX: Soil Boring

17-Apr-1989Page 23

SAMPLEID

FD-SB13-04

ANAL.TYPE COMPOUND

TVOA UnknownTVOA Silanol, trimethyl-VOC Methylene ChlorideVOC AcetoneVOC 2-ButanoneVOC 1,1,1-TrichloroethaneVOC TetrachloroetheneVOC TolueneVOC EthylbenzeneVOC Total Xylenes

MTL AluminumMTL AntimonyMTL ArsenicMTL BariumMTL BerylliumMTL CadmiumMTL CalciumMTL Chromium, TotalMTL CobaltMTL CopperMTL IronMTL LeadMTL MagnesiumMTL ManganeseMTL MercuryMTL NickelMTL PotassiumMTL SeleniumMTL SilverMTL SodiumMTL ThalliumMTL VanadiumMTL ZincMTL Cyanide, TotalMTL Percent SolidsP/PCB No Compounds DetectedSVOC PhenanthreneSVOC AnthraceneSVOC Di-n-butylphthalateSVOC FluorantheneSVOC Pyrene

CONC.

110.00013.00012.00012.00012.0004.000

32.000170.000

6.0006.000

9790.0002.6902.700

67.0000.7001.500

63300.00015.0007.200

27.00015200.000

61.00030400.000

449.0000.029

21.000587.000

2.9000.200

587.0000.200

26.000123.000

2.89085.200

0.000390.000

69.000390.000700.000570.000

ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg%ug/kgug/kgug/kgug/kgug/kgug/kg

UNITS DVQ

UJUJUJUJ

UJUJ

LQ

JBJBJBJBJBJ

BJBJX

S6I3JUJ

UuuuK

UJJBJ


BY SAMPLE ID


MATRIX: Soil Boring

17-Apr-1989Page 24

SB

SAMPLEID

FD-SB14-12

ANAL.TYPE COMPOUND

SVOC Benzo(a)anthraceneSVOC ChryseneSVOC bis(2-Ethylhexyl)phthalateSVOC Benzo(b)fluorantneneSVOC Benzo(a)pyreneSVOC Indeno(l,2,3-cd)pyreneSVOC Benzo(g,h,i)peryleneTBNA UnknownTBNA UnknownTBNA UnknownTBNA UnknownTBNA HH-Benzo[A]fluoreneTBNA Hexane, 2-bromo-TVOA Silanol, trimethyl-VOC Methylene ChlorideVOC AcetoneVOC 2-ButanoneVOC TolueneVOC EthylbenzeneVOC Total Xylenes

MTL AluminumMTL AntimonyMTL ArsenicMTL BariumMTL BerylliumMTL CadmiumMTL CalciumMTL Chromium, TotalMTL CobaltMTL CopperMTL IronMTL LeadMTL MagnesiumMTL ManganeseMTL MercuryMTL NickelMTL PotassiumMTL SeleniumMTL SilverMTL SodiumMTL Thallium

CONC. UNITS DVQ LQ

320.000310.000

41.000530.000310.000250.000160.000370.000180.000350.000240.000170.000220.000

23.00029.00033.00029.000

390.00015.00015.000

ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

UJUJUJUJ

UJUJ

JJJJJJJJJJJJBJXBBBJBBJBJX

-SB/ 410200.000

3.0003.600

62.0000.7301.600

11100.00017.0006.400

58.00014200.000

140.00041600.000

461. OQQ' 0.030

16.000607.000

3.0000.200

607.0000.200

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg _mg/kg /V1

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kg

JUJ

J

J

\

U

U

UUUUK


BY SAMPLE ID

17-Apr-1989Page 25


MATRIX: Soil Boring

SAMPLEID

ANAL.TYPE COMPOUND

MTL VanadiumMTL ZincMTL Cyanide, TotalMTL Percent SolidsP/PCB HeptachlorP/PCB 4,4-DDTP/PCB Alpha-ChlordaneP/PCB Gamma-ChlordaneSVOC NaphthaleneSVOC AcenaphtheneSVOC FluoreneSVOC PhenanthreneSVOC AnthraceneSVOC FluorantheneSVOC PyreneSVOC Benzo(a)anthraceneSVOC ChryseneSVOC Benzo(k)fluorantheneSVOC Benzo(a)pyreneSVOC Indeno(l,2,3-cd)pyreneSVOC Dibenz(a,h)anthraceneSVOC Benzo(g,h,i)peryleneTBNA UnknownTBNA UnknownTBNA UnknownTBNA UnknownTBNA UnknownTBNA Sulfur, mol. (S8)TBNA Pyrene, 4-methyl-TBNA Unknown PNATBNA Unknown PNATBNA Benzo[J]fluorantheneTBNA Unknown alkaneTBNA Unknown alkaneTBNA Unknown alkaneTBNA Unknown alkaneTBNA Dodecane, 2,7,10-trimethyl-TBNA Silane, tetrafluoro-TBNA Decane, 2,4-dimethyl-TBNA 1,4-Ethenopentalene,

l,2,3,5,7,8-hexachloro-l,3A,4,5,6,6A-hexahydro-

TBNA ChlordeneTBNA Heptadecane, 2,6-dimethyl-

CONC. UNITS

26.000100.0002.79082.400

1200.000280.000100.000670.00072.000250.000430.0002800.000680.0003900.0002400.0001500.0001200.0002500.0001600.0001300.000390.000820.000600.000490.000810.000470.000530.0001300.000820.0002900.000960.0002000.000940.000750.0001400.000380.0001500.000210.000650.0001600.000

1700.000750.000

mg/kgmg/kgmg/kg%ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

ug/kgug/kg

JJJJ

JJJJJJJJJJJJJJJJJJ

JJ


BY SAMPLE ID

17-Apr-1989Page 26


MATRIX: Soil Boring

SAMPLEID

FD-SB15-08

ANAL.TYPE COMPOUND

TVOA UnknownVOC Methylene ChlorideVOC AcetoneVOC Carbon DisulfideVOC 2-ButanoneVOC TolueneVOC Ethylbenzene

MTL AluminumMTL AntimonyMTL ArsenicMTL BariumMTL BerylliumMTL CadmiumMTL CalciumMTL Chromium, TotalMTL CobaltMTL CopperMTL IronMTL LeadMTL MagnesiumMTL ManganeseMTL MercuryMTL NickelMTL PotassiumMTL SeleniumMTL SilverMTL SodiumMTL ThalliumMTL VanadiumMTL ZincMTL Cyanide, TotalMTL Percent SolidsP/PCB No Compounds DetectedSVOC AcenaphtheneSVOC DibenzofuranSVOC PhenanthreneSVOC AnthraceneSVOC FluorantheneSVOC PyreneSVOC Benzo(a)anthraceneSVOC Chrysene

SB/

CONC. UNITS DVQ LQ

160.00061.00061.000

5.00061.000

1200.0003.000

10200.0002.9004.300

58.0000.8201.900

66500.00016.0006.100

35.00016500.000

15.00032000.000

512.0000.032

17.000587.000

2.9000.200

587.0000.200

28.00098.000

2 .75085.200

0.000180.000130.000

2400.000560.000

4900.0002900.0001800.0001800.000

ug/kgug/kgug/kgug/kgug/kgug/kgug/kg

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg%ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

JUJ BUJ BJ

JUJ BJ

BJ

se/6"jUJ U

J

uuuuK

R U

JJ


BY SAMPLE ID

17-Apr-1989Page 27


MATRIX: Soil Boring

SAMPLE ANAL.ID TYPE

SVOCSVOCSVOCSVOCSVOCTBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATVOAVOCVOCVOCVOCVOC

COMPOUND

Benzo (k) fluorantheneBenzo(a)pyreneIndenoU,2,3-cd)pyreneDi benz( a, h) anthraceneBenzo (g , h , i ) peryl eneUnknownUnknownUnknownUnknown4H-Cyclopenta[DEF]phenanthreneSulfur, mol. (S8)Benzo[B]naptho[2,3-D]furanHH-Benzo[A]fluoreneBenzo [CJphenanthreneUnknown PNAUnknown PNAUnknown PNAUnknown PNAUnknown PNAButane, 2,2-dimethyl -Silanol , trimethyl -Methylene ChlorideAcetone2-ButanoneTolueneTotal Xylenes

FD-SB16-04MTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTL

AluminumAntimonyArsenicBariumBeryl 1i urnCadmiumCalciumChromium,CobaltCopperIronLeadMagnesiumManganeseMercury

Total

CONC. UNITS DVQ LQ

4000.0002200.0001800.000620.000

1100.000160.000780.000400.000540.000520.000

3300.000200.000700.000280.000300.000250.000

1800.000500.000530.000410.000

39.00059.00096.00059.000

910.00029.000

13400.0003.3004.000

59.0000.9301.700

65900.00022.0009.800

24.00018800.000

20.00034300.000

486.0000.033

ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg UJug/kg UJug/kg UJug/kg UJug/kgug/kg UJ

5J

mg/kg Jmg/kg UJmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg Jmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg

JJJJJJJJJJJJJJJBJXBBBJBBJX

B / &

u

u


BY SAMPLE ID

17-Apr-1989Page 28


MATRIX: Soil Boring

SAMPLEID

ANAL.TYPE COMPOUND

MTL NickelMTL PotassiumMTL SeleniumMTL SilverMTL SodiumMTL ThalliumMTL VanadiumMTL ZincMTL Cyanide, TotalMTL Percent SolidsP/PCB No Compounds DetectedSVOC PhenanthreneSVOC AnthraceneSVOC Di-n-butylphthalateSVOC FluorantheneSVOC PyreneSVOC Benzo(a)anthraceneSVOC ChryseneSVOC Benzo(k)fluorantheneSVOC Benzo(a)pyreneSVOC Indeno(l,2,3-cd)pyreneSVOC Benzo(g,h,i)peryleneTBNA UnknownTBNA UnknownTBNA UnknownTBNA UnknownTBNA UnknownTBNA UnknownTBNA UnknownTBNA UnknownTBNA HH-Benzo[A]fluoreneTBNA Unknown PNATBNA Benzo[J]fluorantheneTBNA 2(5H)-Furanone, 5,5-dimethyl-TBNA 1,2-Benzenedicarboxylic acid,

3-nitro-TVOA UnknownTVOA Silanol, trimethyl-VOC Methylene ChlorideVOC AcetoneVOC 2-ButanoneVOC TetrachloroetheneVOC Toluene

CONC. UNITS

24.0001360.000

3.3000.200

662.0000.400

32.00061.000

3.02075.5000.000

860.000270.000440.000

2400.0001400.000950.000870.000

2000.0001200.000900.000660.000280.000320.000270.000210.000510.000180.000340.000210.000250.000730.000950.000180.000240 .000

120.00026.00044.00044.00044.000

3.000470.000

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg R%ug/kgug/kgug/kgug/kg UJug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

ug/kgug/kg UJug/kg UJug/kg UJug/kg UJug/kgug/kg

UUuK

U

JBJ

JJJJJJJJJJJJJ

JBJBBJBJJB


BY SAMPLE ID


MATRIX: Soil Boring

SAMPLEID

ANAL.TYPE COMPOUND

17-Apr-1989Page 29

CONC. UNITS

FD-SB16-04DUPMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLP/PCBSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCTBNATBNA

AluminumAntimonyArsenicBariumBerylliumCadmiumCalciumChromium, TotalCobaltCopperIronLeadMagnesiumManganeseMercuryNickelPotassiumSeleniumSilverSodiumThalliumVanadiumZincCyanide, TotalPercent SolidsNo Compounds DetectedFluorenePhenanthreneAnthraceneDi-n-butylphthalateFluoranthenePyreneBenzo(a)anthraceneChryseneBenzofkBenzo(aIndenof

fluoranthenepyrene,2,3-cd)pyrene

Dibenz(a,h)anthraceneBenzo(g,h,i)peryleneUnknownUnknown

12300.0003.1003.60051.0000.6302.800

64900.00018.0007.40021.000

16800.00028.000

31600.000427.000

0.03122.000

1680.0003.1000.200

627.0000.40030.00051.0002.95079.7000.000

310.0003000.000790.000410.0006100.0003500.0002700.0002100.0004900.0003000.0002200.000730.0001300.000180.000180.000

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg%ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

JUJ

J

J

R

UJ

UW

u

uuuK

U

J

BJD

JJ


BY SAMPLE ID


MATRIX: Soil Boring

17-Apr-1989Page 30

SAMPLE ANAL.ID TYPE

TBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNAVOCVOCVOCVOCVOCVOCVOCVOC

COMPOUND

UnknownUnknownUnknownUnknownUnknownAnthracene, 2-methyl -4H-Cyclopenta[DEF]phenanthreneBenzo[B]naptho[2,3-D]furanHH-Benzo[A]fluoreneUnknown PNAUnknown PNAUnknown PNAUnknown PNAUnknown PNAUnknown PNAUnknown alkane2(5H)-Furanone, 5,5-dimethyl -Methylene ChlorideAcetone2-Butanone1,1,1-TrichloroethaneTetrachloroetheneTolueneEthylbenzeneTotal Xylenes

FD-SB17-12MTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTL

AluminumAntimonyArsenicBariumBerylliumCadmiumCalciumChromium,CobaltCopperIronLeadMagnesiumManganeseMercuryNickel

Total

CONC. UNITS DVQ LQ

JJJJJJJJJJJJJJJJJBBJBJBJJBBJBJX

UW

370.000390.000520.000310.000430.000200.000520.000520.000650.0001500.000190.000230.000380.000450.000310.000190.000240.00063.00063.00063.00031.0007.000

730.00031.00031.000

14800.0003.0004.60083.0000.9601.900

63900.00022.0009.30062.000

21700.00079.000

31100.000645.0000.03024.000

ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg-

UJUJUJUJ

UJUJ

<M

JUJ

J

J

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BY SAMPLE ID


MATRIX: Soil Boring

17-Apr-1989Page 31

17

SAMPLE ANAL.ID TYPE

MTLMTLMTLMTLMTLMTLMTLMTLMTLP/PCBSVOCTBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATBNATVOAVOCVOCVOCVOCVOCVOCVOCVOCVOC

COMPOUND

PotassiumSeleniumSi 1 verSodiumThall iumVanadiumZincCyanide, TotalPercent Sol idsNo Compounds DetectedPhenanthreneUnknownUnknownUnknownUnknownUnknownUnknownUnknownUnknownSulfur, mol . (S8)Unknown alkaneUnknown alkaneUnknown alkaneUnknown alkaneUnknown alkaneUndecane, 4,6-dimethyl -Dodecane, 2,7,10-trimethylDodecane, 2,6,10-trimethylUndecane, 3,7-dimethyl -Heptadecane, 2,6-dimethyl -Tridecane, 6-dimethyl-Silanol , trimethyl -Methylene ChlorideAcetoneCarbon DisulfideTotal 1,2-Dichloroethene2-ButanoneTrichloroetheneTolueneEthylbenzeneTotal Xylenes

CONC. UNITS DVQ LQ

UUUUW

1190.0003.0000.200

603.0000.10036.000133.0002.87082.9000.000

500.0002100.000820.0003300.0004700.0009900.0004400.0001500.0002800.00027000.0002400.0002700.0001800.0001500.0003500.0004800.0002100.0001600.0005800.00014000.000840.0007.50012.00012.0001.0000.60012.0000.80038.0006.0006.000

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg%ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

UJ

R

UJUJJ

UJ

UJUJ

JJJJJJJJJJJJJJJJJJJJJBBJJJBJJBBJBJX


BY SAMPLE ID

17-Apr-1989Page 32


MATRIX: Soil Boring

FD-SB19-04

SAMPLEID

FD-SB18-04

ANAL.TYPE

MTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLP/PCBSVOCSVOCTBNATVOAVOCVOC

COMPOUND

AluminumAntimonyArsenicBariumBeryl 1 iumCadmiumCalciumChromium, TotalCobaltCopperIronLeadMagnesiumMgnqarjpseMercury \ ̂NickelPotassiumSeleniumSilverSodiumThalliumVanadiumZincCyanide, TotalPercent SolidsNo Compounds DetectedDi-n-butylphthalatebis(2-Ethylhexyl)phthalate2(5H)-Furanone, 5,5-dimethylSilanol, trimethyl-Methylene ChlorideToluene

CONC.

20700.0002.9004.200

100.0001.4003.100

15200.00028.00012.00019.000

22200.00026.000

10800.000322.0000.02927.000

1790.0002.9000.200

588.0000.40048.00060.0002.83085.1000.000

390.000510.000190.00015.00029.000310.000

UNITS DVQ

mg/kg Jmg/kg UJmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg Jmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg Jmg/kgmg/kgmg/kg 1 1%ug/kgug/kg UJug/kgug/kgug/kg UJug/kg UJug/kg

LQ

U

U

UUUK

U

BJ

JBJBJ

MTLMTLMTLMTLMTLMTLMTLMTLMTL

AluminumAntimonyArsenicBariumBeryl 1i urnCadmiumCalciumChromium,Cobalt

18500.000200400

79.000.200.100

Total11200.000

29.00011.000

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg

JUJ


BY SAMPLE ID


MATRIX: Soil Boring

17-Apr-1989Page 33

SAMPLEID

FD-SB20-04

ANAL.TYPE

MTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLP/PCBSVOCSVOCTBNATVOAVOCVOCVOC

MTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTL

COMPOUND

CopperIronLeadMagnesiumManganeseMercuryNickelPotassiumSeleniumSilverSodiumThall iumVanadiumZincCyanide, TotalPercent SolidsNo Compounds DetectedDi-n-butylphthalatebis(2-Ethylhexyl)phthalate5-Hexen-2-one, 5-methyl-Silanol , trimethyl -Methylene ChlorideAcetoneToluene

AluminumAntimonyArsenicBariumBeryl 1 iumCadmiumCalciumChromium, TotalCobaltCopperIronLeadMagnesiumManganeseMercuryNickelPotassium

CONC. UNITS DVQ LQ

21.00023300.000

20.0009700.000462.0000.03226.000

1840.0003.2000.200

642.0000.40052.00062.0003.16077.9000.000

420.00082.000390.0007.00013.00013.00062.000

9920.0003.0002.60038.0000.8302.100

83700.00015.0006.70015.000

12900.00013.000

40900.000310.0000.03018.000792.000

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg%ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg

UJ

J

uwuuK

UJ

UJUJUJ

BJJJBJ

jUJ


BY SAMPLE ID


MATRIX: Soil Boring

17-Apr-1989Page 34

SB 20

SAMPLEID

FD-SB21-04

ANAL.TYPE COMPOUND

MTL SeleniumMTL SilverMTL SodiumMTL ThalliumMTL VanadiumMTL ZincMTL Cyanide, TotalMTL Percent Sol idsP/PCB No Compounds DetectedSVOC Di-n-butylphthalateSVOC bis(2-Ethylhexyl)phthalateTBNA 5-Hexen-2-one, 5-methyl-TVOA Silanol, trimethyl-VOC Methylene ChlorideVOC AcetoneVOC Toluene

CONC. UNITS DVQ LQ

MTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTL

AluminumAntimonyArsenicBariumBeryl 1 iumCadmiumCalciumChromium, TotalCobaltCopperIronLeadMagnesiumManganeseMercuryNickelPotassiumSeleniumSilverSodiumThai! iumVanadiumZincCyanide, TotalPercent Solids

3.0000.200

591.0000.200

28.00044.000

2.90084.600

0.000390.000250.000230.000

7.00016.00014.000

150.000

14100.0003.2003.500

103.0001.2002.300

4640.00021.00012.00021.000

23300.00032.000

4700.000738.000

0.03622.000

894.00JLr~3~.200

'T.2W-648.000

0.40043.00066.000

3.16077.200

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg%ug/kgug/kg UJug/kgug/kgug/kg UJug/kg UJug/kg UJug/kg

,S£mg/kg Jmg/kg UJmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg Jmg/kgmg/kgmg/kgmg/kg Jmg/kgmg/kgmg/kgmg/kgmg/kg. -mg/Kg N<~Tfig/ kgmg/kgmg/kg Jmg/kgmg/kgmg/kg%

UUuK

U

BJJJBJBB

J*l

U

UUuK

U


BY SAMPLE ID

17-Apr-1989Page 35


MATRIX: Soil Boring

SAMPLEID

FD-SB21-04DUP

ANAL.TYPE COMPOUND

P/PCB No Compounds DetectedSVOC Di-n-butylphthalateSVOC bis(2-Ethylhexyl)phthalateTBNA UnknownTBNA UnknownTVOA Silanol, trimethyl-VOC Methylene ChlorideVOC AcetoneVOC Toluene

MTL AluminumMTL AntimonyMTL ArsenicMTL BariumMTL BerylliumMTL CadmiumMTL CalciumMTL Chromium, TotalMTL CobaltMTL CopperMTL IronMTL LeadMTL MagnesiumMTL ManganeseMTL MercuryMTL NickelMTL PotassiumMTL SeleniumMTL SilverMTL SodiumMTL ThalliumMTL VanadiumMTL ZincMTL Cyanide, TotalMTL Percent SolidsP/PCB No Compounds DetectedSVOC bis(2-Ethylhexyl)phthalateTBNA UnknownTBNA UnknownTBNA UnknownTBNA UnknownTVOA Unknown

SB2/

CONC.

0.000430.000200.000180.000230.000

8.00013.00013.00034.000

16500.0003.2002.200

92.0001.2002.700

4360.00024.00011.00019.000

20900.00016.000

5010.000624.000

0.03221.000

1440.0003.2000.200

644.0000.100

42.00065.000

3.15077.7000.000

290.000220.000290.000280.000180.000

15.000

UNITS

ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmo/ kgmg/kg ̂mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg%ug/kgug/kgug/kgug/kgug/kgug/kgug/kg

DVQ

UJ

JUJUJUJUJ

SBJUJ

J

J

UJ

JJJJ

LQ

BJJ

BBJBBJ

2.1

U

u

uuuuw

u

J

J


BY SAMPLE ID

17-Apr-1989Page 36


MATRIX: Soil Boring

SAMPLEID

FD-SB22-3.5

FD-SB23-02

ANAL.TYPE COMPOUND

TVOA EthanolVOC Methylene ChlorideVOC AcetoneVOC Toluene

MTL AluminumMTL AntimonyMTL ArsenicMTL BariumMTL BerylliumMTL CadmiumMTL CalciumMTL Chromium, TotalMTL CobaltMTL CopperMTL IronMTL LeadMTL MagnesiumMTL ManganeseMTL MercuryMTL NickelMTL PotassiumMTL SeleniumMTL SilverMTL SodiumMTL ThalliumMTL VanadiumMTL ZincMTL Cyanide, TotalMTL Percent SolidsP/PCB No Compounds DetectedSVOC Di-n-butylphthalateSVOC bis(2-Ethylhexyl)phthalateVOC Methylene ChlorideVOC AcetoneVOC Toluene

MTL AluminumMTL AntimonyMTL Arsenic

CONC. UNITS DVQ LQ

85.00013.00025.00035.000

15100.0003.1003.500

70.0000.9902.200

63200.00024.00011.00020.000

19900.00020.000

27500.000485.000

0.03128.000

2240.0003.1001.700

621.0000.400

36.00048.000

2.99080.500

0.000420.000

1800.00013.00012.000

230.000

12400.0003.1004.200

ug/kgug/kgug/kgug/kg

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg%ug/kgug/kgug/kgug/kgug/kgug/kg

mg/kgmg/kgmg/kg

JUJ BUJ B

SB22LjUJ U

j

j

u

uuK

U

UJ BJ

UJ BUJ BJ

S023jUJ UWJ


BY SAMPLE ID

17-Apr-1989Page 37


MATRIX: Soil Boring

SAMPLEID

ANAL.TYPE

MTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLMTLP/PCBSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCSVOCTBNATBNATBNATBNATBNATBNA

COMPOUND

BariumBeryl 1iumCadmiumCalciumChromium, TotalCobaltCopperIronLeadMagnesiumManganeseMercuryNickelPotassiumSeleniumSilverSodiumThalliumVanadiumZincCyanide, TotalPercent SolidsNo Compounds DetectedAcenaphtheneDibenzofuranFluorenePhenanthreneAnthraceneFluoranthenePyreneBenzo(a)anthraceneChrysenebi s(2-Ethylhexyl)phthalateBenzo"BenzoBenzoIndeno(i',2,3-cd)pyreneBenzo(g,h,i)peryleneUnknownUnknownUnknown4H-Cyclopenta[DEF]phenanthreneHH-Benzo[A]fluoreneNonane, 3,7-dimethyl-

b)fluoranthenekjfluorantheneajpyrene

CONC.

68.0000.7401.800

40300.00025.0008.80056.000

20800.000184.000

21200.000573.0000.04325.000

1130.0003.1000.200

617.0000.10034.000109.000

2.91081.1000.000

410.000190.000350.0003100.000990.0003600.0002500.0002900.0001600.000440.0001700.0002200.000900.000860.000730.000270.000530.000190.000280.000170.000230.000

UNITS DVQ

mg/kgmg/kgmg/kgmg/kgmg/kg Jmg/kgmg/kgmg/kgmg/kg jmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg UJmg/kgmg/kgmg/kg%ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg Jug/kg Jug/kg UJug/kg Jug/kg Jug/kg J

LQ

UUUUW

U

JJ

B


BY SAMPLE ID


MATRIX: Soil Boring

17-Apr-1989Page 38

SAMPLEID

FD-SB24-04

ANAL.TYPE COMPOUND

TBNA Benz[E]acephenanthryleneTBNA Iron,

tricarbonyl[N-(phenyl-2-pyridinyl...

TBNA Anthracene, 1-methyl-VOC Methylene ChlorideVOC AcetoneVOC TolueneVOC Ethylbenzene

MTL AluminumMTL AntimonyMTL ArsenicMTL BariumMTL BerylliumMTL CadmiumMTL CalciumMTL Chromium, TotalMTL CobaltMTL CopperMTL IronMTL LeadMTL MagnesiumMTL ManganeseMTL MercuryMTL NickelMTL PotassiumMTL SeleniumMTL SilverMTL SodiumMTL ThalliumMTL VanadiumMTL ZincMTL Cyanide, TotalMTL Percent SolidsP/PCB No Compounds DetectedSVOC Di-n-butylphthalateSVOC bis(2-Ethylhexyl)phthalateSVOC Di-n-octylphthalateTBNA UnknownTBNA UnknownTBNA Unknown

CONC. UNITS DVQ LQ

610.000170.000

220.00012.00012.000

1000.0001.000

11700.0003.1003.70047.0000.7302.000

96800.00018.0008.70029.000

15800.00012.000

34200.000475.000

0.03123.000

1120.0003.1000.200

612.0000.10028.00040.0003.04081.8000.000

410.000270.00077.000230.000210.000160.000

ug/kgug/kg

ug/kgug/kgug/kgug/kgug/kg

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg%ug/kgug/kgug/kgug/kgug/kgug/kgug/kg

JJ

JUJUJ

SEjUJ

j

UJ

JJJ

BBJDJ

ia4U

U

UuuK

U

BJJJ


BY SAMPLE ID

17-Apr-1989Page 39


MATRIX: Soil Boring

SAMPLEID

FD-SB25-08

ANAL.TYPE COMPOUND

TVOA Silanol, trimethyl-VOC Methylene ChlorideVOC 2-ButanoneVOC Toluene

MTL AluminumMTL AntimonyMTL ArsenicMTL BariumMTL BerylliumMTL CadmiumMTL CalciumMTL Chromium, TotalMTL CobaltMTL CopperMTL IronMTL LeadMTL MagnesiumMTL ManganeseMTL MercuryMTL NickelMTL PotassiumMTL SeleniumMTL SilverMTL SodiumMTL ThalliumMTL VanadiumMTL ZincMTL Cyanide, TotalMTL Percent SolidsP/PCB No Compounds DetectedSVOC Di-n-butylphthalateSVOC bis(2-Ethylhexyl)phthalateTBNA UnknownTBNA Octane, 2,4,6-trimethyl-TVOA 4-Carene, (lS,3S,6R)-(-)-VOC Methylene ChlorideVOC 2-ButanoneVOC Toluene

CONC. UNITS DVQ LQ

34.000 ug/kg UJ B61.000 ug/kg UJ B61.000 ug/kg R U

700.000 ug/kg B

SBZS13000.000

3.0003.30049.0000.9501.900

99900.00021.0009.40018.000

16800.00010.000

33900.000428.0000.03023.000

2230.0003.0000.200

596.0000.20031.00043.0002.84084.0000.000

400.000770.000160.000170.0003500.0001500.0001500.0001800.000

mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg%ug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kgug/kg

JUJ

J

J

UJ

JJ

UJR

— — <^^^^m

U

U

uuuK

U

BJ

JBJU


BY SAMPLE ID


MATRIX: Drilling Water

24-May-1989Page 1

SAMPLEID

FD-DW01

ANAL.TYPE COMPOUND

IND AlkalinityIND ChlorideIND SulfateMTL AluminumMTL AntimonyMTL ArsenicMTL BariumMTL BerylliumMTL CadmiumMTL CalciumMTL Chromium, TotalMTL CobaltMTL CopperMTL IronMTL LeadMTL MagnesiumMTL ManganeseMTL MercuryMTL NickelMTL PotassiumMTL SeleniumMTL SilverMTL SodiumMTL ThalliumMTL VanadiumMTL ZincMTL Cyanide, TotalP/PCB No Compounds DetectedSVOC PhenolSVOC bis(2-Chloroethyl)etherSVOC 2-ChlorophenolSVOC 1,3-DichlorobenzeneSVOC 1,4-DichlorobenzeneSVOC Benzyl alcoholSVOC 1,2-DichlorobenzeneSVOC 2-MethylphenolSVOC bis(2-Chloroisopropyl)etherSVOC 4-MethylphenolSVOC N-Nitroso-di-n-propylamineSVOC HexachloroethaneSVOC NitrobenzeneSVOC IsophoroneSVOC 2-Nitrophenol

CONC. UNITS DVQ LQ

108.00014.00039.000200.0005.0001.00050.0005.0005.000

36700.00011.00050.00047.000180.0005.000

10800.00015.0000.20040.000

5000.0005.0001.000

6500.0001.00050.000227.00012.0000.00010.00010.00010.00010.00010.00010.00010.00010.00010.00010.00010.00010.00010.00010.00010.000

mg/1mg/1mg/1ug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/l

UJ

UJ

UJUJUJUJUJUJUJUJUJUJUJUJUJUJUJ

uuwuuuu

u

uuuuuuuuuuuuuuuuuuuuuuuu


BY SAMPLE ID

24-May-1989Page 2



SAMPLEID

ANAL.TYPE COMPOUND

SVOC 2,4-DimethylphenolSVOC Benzoic acidSVOC bis(2-Chloroethoxy)methaneSVOC 2,4-DichlorophenolSVOC 1,2,4-TrichlorobenzeneSVOC NaphthaleneSVOC 4-ChloroanilineSVOC HexachlorobutadieneSVOC 4-Chloro-3-methylphenolSVOC 2-MethylnaphthaleneSVOC HexachlorocyclopentadieneSVOC 2,4,6-TrichlorophenolSVOC 2,4,5-TrichlorophenolSVOC 2-ChloronaphthaleneSVOC 2-NitroanilineSVOC DimethylphthalateSVOC AcenaphthyleneSVOC 2,6-DinitrotolueneSVOC 3-NitroanilineSVOC AcenaphtheneSVOC 2,4-DinitrophenolSVOC 4-NitrophenolSVOC DibenzofuranSVOC 2,4-DinitrotolueneSVOC DiethylphthalateSVOC 4-Chlorophenyl-phenyletherSVOC FluoreneSVOC 4-NitroanilineSVOC 4,6-Dinitro-2-methylphenolSVOC N-NitrosodiphenylamineSVOC 4-Bromophenyl-phenyletherSVOC HexachlorobenzeneSVOC PentachlorophenolSVOC PhenanthreneSVOC AnthraceneSVOC Di-n-butylphthalateSVOC FluorantheneSVOC PyreneSVOC Butyl benzylphthalateSVOC 3,3'-DichlorobenzidineSVOC Benzo(a)anthraceneSVOC ChryseneSVOC bis(2-Ethylhexyl)phthalateSVOC Di-n-octylphthalate

CONC. UNITS DVQ LQ

10.00052.00010.00010.00010.00010.00010.00010.00010.00010.00010.00010.00052.00010.00052.00010.00010.00010.00052.00010.00052.00052.00010.00010.00010.00010.00010.00052.00052.00010.00010.00010.00052.00010.00010.00013.00010.00010.0003.00010.00010.00010.00010.00010.000

ug/lug/lug/lug/iug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/lug/l

UJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJJUJUJUJUJUJ

uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuBuuJuuuuu


BY SAMPLE ID



SAMPLEID

ANAL.TYPE

SVOCSVOCSVOCSVOCSVOCSVOCVOCVOC

BenzofbBenzoikBenzoia

COMPOUND

fluoranthenefluoranthenepyrene

CONC.

Indeno(1,2,3-cd)pyreneDibenz(a,h)anthraceneBenzo(g,h,i)peryleneChloroform2-Butanone

24-May-1989Page 3

UNITS DVQ LQ

10.00010.00010.00010.00010.00010.0006.00010.000

ug/lug/lug/lug/lug/lug/lug/lug/l

UJUJUJUJUJUJ

R

uuuuuuu

FD-DWFB01VOC 2-Butanone 10.000 ug/l

FD-DWTB01VOCVOC

2-ButanoneToluene

10.0004.000

ug/lug/l

uj

MADISON '

CHICAGO ;DETROIT '

WARZYN TECHNICAL MEMORANDUM 3 - REMEDIAL … · June 13, 1989 2 Cur Ref: 25389.52 1.2 Objectives...

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Transcript of WARZYN TECHNICAL MEMORANDUM 3 - REMEDIAL … · June 13, 1989 2 Cur Ref: 25389.52 1.2 Objectives...