LETTER RE: BORROW PRE-QUALIFICATION AND TEST PAD …

CBS

EP^,|jJ5Reco^Ctr.

257125

Bloomington ProjectP.O. Box 997

Corporation '< Bloomington, IN 47402(812)334-0030(812) 334-7855 (Fax)

September 2, 1999 BP990085

Mr. Vince L. Epps, Project ManagerIndiana Department of Environmental ManagementOffice of Environmental Response, Superfund Section100 N. Senate AvenueP.O. Box 6015Indianapolis, IN 46206-6015

RE: Borrow Pre-Qualification and Test Pad WaiverNeal's LandfillMonroe County, Indiana

Dear Mr. Epps,

This letter with attachments is submitted as notice of successful pre-qualification of the clay soilfrom the new borrow area. The clay from this area will be used for the construction of the RCRASubtitle Cap at Neal's Landfill. The pre-qualification of the clay will eliminate the need toperform moisture-density (Proctor) tests during the construction of the liner, and will also serve toeliminate the requirement for the construction of a formal test pad. The pre-qualification and testpad waiver are based on the results of the laboratory testing of a total of 10 borrow samples.

Borrow Pre-Qualification

Section 02778, Part 2 of the approved Prefinal Design RCRA Subtitle C Cap (projectspecifications) dated August 11, 1999 outlines the material, construction and QA/QCrequirements for the construction of a clay liner. Key QA/QC parameters for the soil to be usedare Unified Soil Classification System (USCS) classification, grain size distribution, AtterbergLimits and remolded hydraulic conductivity. Specifications for these parameters are as follows:

Soil type: natural CL, CH, MH or ML soil.Gradation: 100% passing 1-in. sieve size (dry weight basis)

80% passing U.S. No. 4 sieveat least 50% passing U.S. No. 200 sieve

Liquid Limit: at least 25Plastic Limit: at least 10Hydraulic Conductivity: maximum of 1 x 10-7 cm/sec

The project specifications also stipulate that each of the above parameters are to be measuredbefore construction starts, at a frequency determined by the volume of soil to be used. In all casesexcept hydraulic conductivity, the required frequency is 1 test for each 5,000 cubic yards of

Mr. Vince EppsSeptember 2, 1999page 2

material to be used. The required frequency for remolded hydraulic conductivity is 1 test for each10,000 cubic yards of soil.

Based on an estimated 35,320 cubic yards of clay needed to construct the 24-in. thick liner, andwith the above material and performance requirements in mind, it was decided to pre-qualify atotal of 50,000 cubic yards of soil.

The area selected as the borrow source for the clay liner work comprises approximately 13.2acres owned by CBS and farmed by Mr. Dale Connard. The 13.2 acre area was initiallyinvestigated as "Area C", one of several potential borrow sources, as summarized in a 1993 reportby Regional Services Corp. (RSC) of Columbus Indiana, titled "Soil Borrow Investigation forWestinghouse Electric Corporation". Approximately 5.2 acres (225,060 square feet) of "Area C"was selected for further investigation and pre-qualification. The 5.2 acres of the original "AreaC" is shown on the accompanying topographic map recently prepared by Smith-Neubecker &Associates of Bloomington, Indiana

A total of 10 test pits were excavated within the 5.2 acre "pre-qualification" area on August 12,1999 using a backhoe. The locations of the test pits are shown on the topographic map (TP1, forexample). Each test pit was logged by a geologist from PSARA Technologies, Inc. Copies of theTest Pit Logs are enclosed.

A bulk soil sample representing a composite of soils encountered from a depth of 3 feet to 9 feetwas collected from each test pit. Samples were then delivered to the H. C. Nutting Company(HCN) of Cincinnati, Ohio for the required laboratory testing.

The accompanying table summarizes the results of the testing performed by HCN. Please notethat only 5 remolded hydraulic conductivity tests were performed since only 5 were needed topre-qualify 50,000 cubic yards of soil. All samples were found to meet all project specifications.Based on these findings, it is our opinion that the area has been pre-qualified as a source of linerclay.

Test Pad Waiver

Section 02778, Part 3, Paragraph 3.4 A of the approved project specifications states that if theprovisions of 329 IAC 10-17-5 (e) are met (classification and engineering properties of the clay),the construction of a formal test pad is not needed. The conditions in the referenced citation areas follows:

• Soil classification of CL, CH, ML, MH or OH;• Minimum of 50% by weight passing the U.S. No. 200 sieve;• Minimum of 25% by weight clay content (0.005 mm in diameter);

Mr. Vincc EppsSeptember 2, 1999page 3

• Liquid Limit of at least 25;• Plasticity Index of at least 10;• Submittal of at least 5 compaction curves if soil is uniform;• Submittal of an additional 3 compaction curves if the soil changes by more than 5 pounds per

cubic foot (maximum dry density).

As summarized on the accompanying table of laboratory test results, the borrow soil tested meetsall of the above criteria A total of ten (10) compaction tests were performed. Compactioncurves for all 10 test pit samples are submitted herewith along with laboratory test reports for theother tests performed.

Although no formal test pad is planned, all QA/QC requirements for the clay liner and other components ofthe cap as specified in the project specifications will be performed and fully documented. Finally,please note that in lieu of a formal test pad, WRS has constructed a 50-ft. by 100-ft. test section of clayliner using the actual equipment and techniques that are planed for use in constructing the liner. This iscustomary construction practice intended to evaluate the effectiveness of various types of equipment andvarious means of their use (number of passes of a sheepsfoot roller, for example).

We appreciate your involvement and assistance on this project. Please call either of theundersigned if you have questions or need additional information.

Respectfully Submitted,

PSARA TECHNOLOGIES, INC. CBS CORPORATION

Richard M. McCandless James B. PatrickSenior Engineer Project Manager

cc: T AlcamoD. Alke

M. HesslingD WilliamsonB. MelilliJ. Langley

NEAL'S LANDFILL PSARA Technologies, Inc.

Phase 2 Borrow Characterization

Round 2 Shallow Borrow Samples

Sample

ProjectSpecification

TP1TP2TP3TP4TP5TP6TP7TP8TP9TP10

Average:

DepthRange

(ft)

—

3 - 93 - 93 - 93 - 93 - 93 - 93 - 93 - 93 - 93 - 9

—

usesClassification

CL.ML,CH.MH

CLCHCHCHCHCHCHCHCHCH

—

LiquidLimit(LL)

>25

41525360615972555953

56.5

PlasticityIndex(PI)*

;>io

24343443434052383932

37.9

% Finer by Weight1" / #4 / #200 / 0.005

100 / 80 / 50 / 25

100.0/100.0/83.1/42.0100.0/98.3/78.7/54.0100.0/100.0/82.8/53.0100.0/98.0/76.1 /59.0100.0/99.2/91.2/58.0100.0/90.8/70.0/48.0100.0/98.7/86.5/63.0100.0/99.9/81.5/39.5100.0/99.4/77.4/63.0100.0/89.2/58.2/44.0

100.0 / 97.4 / 78.6 / 52.4

Mai. DryDensity

(pel)

-

118.1107.9112.1110.4108.9113.6107.9107.9105.9111.2

110.4

OptimumWater

Content(%)

—

14.018.716.418.018.617.119.820.719.917.2

18.0

HydraulicConductivity

(cm'sec)'

1 x 10 7

9.7 xlO-*NRb

8.4 x 10'"NR"NR"

8.4 x 10"8

NR"NRb

8.4x 10'"6.7x lO'*

8.32 x 10-*

" remolded samples tested at average of 89.8% relative compaction and 0.33 percentage points above optimum moisture.NR: not run; total of only 5 hydraulic conductivity tests needed for borrow pre-qualification.

-APSAB/TECHNd.OGIES.1

Depth

1.0

20

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

Project No. 30006.73

[" TeSt Pit L/Og Site Name Neals's Borrow Area 2\~c Page ' of 10

• Soil Description

Loose, dry, tan, fine Sandy SILT with roots to 6" [ML]

Medium dense, damp to moist, reddish-brown and tan ClayeySILT /Silty CLAY [CL-ML]

Medium stiff, moist, red-brown Silty CLAY with tan and graymottling.[CL-CH]

- with weathered sandstone floaters @ 6'

- increasing clay content with depth

- with iron staining below 8"

Test Pit Terminated @ 9.0'

Samples

MC

MC

MC

^^^H

c

• • •f

}S

Static Water Level:

Total Depth:

Backfilled:

none observed

9.0ft.

Y [Y| N [~~|

Test Pit No.

Date:

Logged By:

Symbols. MC - moisture content BS - bulk sample

Notes:

1

August 12, 1999

R.M. McCandless

CBS - composite bulk sample

-A-PSAR*TECHNOLOGY S.I

Depth

1.0

2.0

3.0

4.0

_

5.0

6.0

7.0

8.0

9.0

10.0


7 TeSt Pit L/Og Site Name Neals's Borrow Area 2i &

NC Pa&£ 2

'• . Soil Description


Medium dense, damp to moist, reddish-brown and tan ClayeySILT /Silty CLAY [CL-ML]

Medium stiff, moist, red-brown Silty CLAY with tan and graymottling, and occasional 2"chert lenses [CL-CH]


- with weathered, friable, 3" sandstone seam @ 1"

- with iron staining below 8'

Test Pit Terminated @ 9.0"

of 10

Samples

MC

MC

MC

m^^^m

ClIS

Static Water Level: none observed

Total Depth: 9.0 feet

Backfilled: Y |3T| N fl

Test Pit No. 2

Date: August 12, 1999

Logged By: RM. McCandless

Symbols: MC - moisture content BS - bulk sample CBS - composite bulk sample

Notes:

Ji.PSAR/TECHNCXOGIES. I

Depth

10

2.0

3.0

40

5.0

6.0

7.0

8.0

9.0

10.0


r TeSt Pit LOg Site Name Neals's Borrow Area 2

NC P**6 3 of 10

- Soil Description


Medium dense, damp to moist, reddish-brown and tan ClayeySILT / Silty CLAY [CL-ML]

Medium stiff, moist, red-brown Silty CLAY with tan and graymottling, and occasional chert seams or floaters up to 3" thick[CL-CH]


- limestone floater or seam @ 9.0'


Samples

MC

MC

MC

C 5S



Backfilled: y |"x] N \ j

Symbols: MC - moisture content BS - bulk

Notes:

Test Pit No. 3


Logged By: R.M. McCandless

sample CBS - composite bulk sample

Project No. 30006.73_PSARATECHNOLOGIES. INC.

Pit LOg Site Name Neals's Borrow Area 2

Page 4_ of 10

Depth Soil Description Samples

1.0

20

3.0

40

5.0

6.0

7.0

8.0

9.0

10.0



Medium stiff, moist, red-brown Silty CLAY with tan and graymottling, and occasional chert seams or floaters up to 3" thick[CL-CH]


- with limestone fragments and iron staining below 8"


MC

MC

MC

CBS



Backfilled: Y f3T| N

Test Pit No. 4

Date: August 12,1999


Symbols. MC - moisture content BS - bulk sample CBS - composite bulk sample

Notes:

PSAR/TECHNCX.OQES.I

Depth

1.0

2.0

3.0

4.0

5.0

6.0

7.0

_

8.0

9.0

10.0


T TCSt Pit LOg Site Name Neals's Borrow Area 2VNC Page 5

• Soil Description

Loose, dry, tan, fine Sandy SILT with roots to 6" {ML]


Medium stiff, moist, red-brown Silty CLAY with tan and graymottling [CL-CH]


- with 2" chert lense @ 6' and occasional chert seamsbelow 6'

- with 5" limestone seam @ 9'


of 10

Samples

MC

MC

MC

C3S

Static Water Level:

Total Depth:

Backfilled:

none observed

9.0 feet

Y [x] N []

Test Pit No. 5




Notes:


PSARATECHNOLOGIES. INC.

Pit L/Og Site Name Neals's Borrow Area 2

Page 6 of 10

Depth Soil Description Samples

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0





- with 3" weathered, friable, sandstone seams@7'&8.5'


MC

MC

MC

CBS



Backfilled: y fx] N j~~j

Test Pit No. 6

Date: August 12,1999

Logged By: R.M McCandless


Notes:

PSAR/TECHNO. OQES.I

Depth

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

1


P TeSt Pit LOg Site Name Neals's Borrow Area 2SLNC Pa^£ 7 of 10

' . Soil Description


Medium dense, damp to moist, reddish-brown and tan ClayeySILT / Silty CLAV with 2" weathered sandstone floaters[CL-ML]


f-


- with weathered, friable, sandstone floaters below T

- with abundant iron staining and W to W ironnodules below 8'


Samples j

MC

MC

MC

C iS



Backfilled: Y [3T| N [~j

Symbols: MC - moisture content BS - bulk

Notes:

Test Pit No. 7



sample CBS - composite bulk sample

JLPSAR/TECHNOLOGIES.I

Depth

10

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0


7 TeSt Pit L/Off Site Name Neals's Borrow Area 2\NC Pa^e 8 of 10

• . Soil Description


Medium dense, damp to moist, reddish-brown and tan ClayeySILT / Silty CLAY with 2" weathered sandstone floaters[CL-ML]



- no significant chert or sandstone seams encountered


Samples

MC

MC

MC

CtJS

Static Water Level:

Total Depth:

Backfilled:

none observed

9.0 feet

Y fxl N |~~|

Test Pit No. 8




Notes:

_&-PSAR/TECHNO. OQES.I

Depth

1.0

2.0

™ .

4.0

5.0

6.0

7.0

8.0

9.0

10.0


r TeSt Pit LOg Site Name Neals's Borrow Area 2\He P3*6 9 of 10

' Soil Description

Loose, dry. tan, fine Sandy SILT with roots to 6" [ML]



- with 3" chert seam @ 3"


- with abundant iron staining and V4" to W ironnodules below 8"


Samples

MC

MC

MC

CBS

Static Water Level: none observed Test Pit No. 9

Total Depth: 9.0 feet Date: August 12, 1999

Backfilled: Y l~xl N l~l Logged By: R.M McCancfless


Notes:


PSARA Pit LOg Site Name Neals's Borrow Area 2

Page 10_ of 10

i.o

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0



Medium stiff, moist, red-brown Silty CLAY with tan and graymottling [CL-CH], with occasional weathered sandstone seamsor floaters

very sandy below 8"

- with 1" wet, gray, Sandy SILT seam @ 9'


MC

MC

MC

CBS



Backfilled: y |x| N I I

Test Pit No. 10




Notes:

Grain Size Distribution Test Report« £ C £ 0 0 0

1 Z £ ? = a s a i 2 9 5 ! i 1 I §100

jtf\

o;zLL.

50HI

Oft

0

•

• ;

500 100

* COBBLES00

! i

i

10

! '

'

~— ''•O • • <«* •s,

: • 1

i

1_ •

*c\l

i

stlrs

\

1 01 0 01GRAIN SIZE - mm

% ORAVEL0.0

%SANO169

^ ^>J "V

r""1

S)

0.001

%S*.T 1 SCLAV46.7 1 36.4

SIEVE

SIZE

.75 in

#20#40

#100#200#270

PERCEN

FINER

1000100098898.294.383.181 1

T SPEC."

PERCENT

PASS?

(X-NO)Soil Description

Lean clay with sand

Atterbcrq LimitsPL= 17 LL= 41 Pl= 24

CoefficientsD85= 0.0891 DgoD 0.0156 D50= 00089D30= D15= D10=

cu= cc=Classification

i ICPC— r»r A ACWT^I—uowo— CL MMori i Li-

RemarksLAB NO 6379

(no specificitioo provided)

Sample No.: Source of Sample: L-6379 Date: 8/19/99Location: BORING: TP-1 Etev^Depth: 3-9'

H. C. NUTTING COMPANY

Client: Psora Technologies Inc

Project: Bloomington Indiana Projtct

Project No: 50166001 Plate

MOISTURE - DENSITY RELATIONSHIP TEST

11 13

KOSTUI«(*)

IS

Test SpecMcrioir ASTM Dieer-fl Mod**. MelhotfB ZAVQGa 2.7

uses USOM AA8HTONatural

Mooturef*) LL PI%>

«2DO

TostRflMift TP-01 w.c.%Maximum 07 Density (pcO 118.1

14.0

Convcted Mwdnwm Dry DensityCdrccted Qpttmum Moisture (%)

18.927.930.9

4.5-5'6.5-7'8.5-9'

Matin* Description RemataBROWNISH RED

Project Nwne

CfentID

Sampte Number

Sample LocationDate

aoomingten.lN Project / PSARA

HCN W.O J 50166.001

TP-01

Prep By OR TvttedBy OR

MOISTUDE - OCMSm REIATKWS W TEST

Lab No, sare

8/1B/99

08/23/99 14:21 H.C. NUTTING COMPflNY -> 812 935 8489513 733 B213

OUG 23 '99 09:38flM HC NUTTING COMPPNY

NO.161 P004/009

P. 2/6

!20E-07

1.0f 07

10E-07

~ 12B07

^ 1 OE-O7

3 806-08

g fl 06-08

4.0E-08

20E-Oe

ODE+00

0

FLEXIBLE WALL PERMEABILITY TEST

' li

<i '

j

0 SO tO.O ISO 20.0 260

CUMUUTTVf TIM! (mln)

«-"— iv»r»g» ptm«iblllty O iwdmg* - - - - - varladon limit

Tett Specification A8TM D6064

Fluid

Tamp.

CC)22002200

2200

22.00

ElaptadTime

(mln.)S.OO9.009006.00

Compaction Data

Pwtor (pcf)Opt*. M.C.. (%)

Comp Method

% Reeompd.

119.613.9

D1W7-81 Modified.896

Taut Presiuiei (pa))

BackpraiauraCall pre»»gra

Efl Strata

60.00

6300

300

CumulattvaTima Gradient

(mln.)600 1668

10.00 1600

16.00 1316

2000 11.21

Sampla Data

Specimen Height (mchat)Specimen Dlamatar, (lnct>ei

Motttura Contant. (%)

Parcanl Saturation (%)

Wet MM« Oenatty (pcf)

Dry Ma»* Daniity (pcf)

Void Ratio

Calculated PoroaKy, %

CalculatedPermeability

(cm/»0c)9.60E-068.37E-06

9.471-09

1. 165-07

Initial

3.004.00

13.94

63.60122.13

10M9

060

0.38

AvamgaPermeability

(cm/aac)

9.7E-08

Final3.04400

22.199764

129.03

106.04

0.02

0.36

USCS LL PIPameant Used: WATER Remark*

Project Name Bloomlnojon.lN Projact / PSARA Tattadby FCE Reviewed by TGGCliant ID HCN W.O J $0166-001Sampla Number TP-01Sample LocationData 6/23/90 LSD

FLEXIBLE WALL PERMEABILITY TEST>dbflHi) n 7 rt'Tm "frirr

8/23/99

09/01/99 08:01 H.C. NUTTING COMPANY •* 812 935 8489 NO.436 P001/012

Grain Size Distribution Test Report

i • • ! < S S S . i 5 8 i i ? S 1

cu.

i-u.oft.UJQ.

too

ao

80

Tfl

eo

50

40

ao

70

10

0

- -

-

i 1

i

1

1

i £** IP

i 1 ;i i

; !

1 :

:' .

: !

i

mm

—

-»«;

|

!

jii

iii

i

11

-

|

1 i

!\

i

;

1

1 •— (•— ' •-:

i

MO 100 10 1 0.1GRAIN SIZE - mm

% COBBLES0.0

% ORAVEU

1.7HIANO

196

«

>

...

\S\i. -.as

V:

-

•S5 — J

0.01 ^ ) 0.001

%«LT SCLAV29.9 I 488

sieveSIZE

.75 in..5 in.

*4#10020MO

#100#200

PERCEN

FINER

100098.898.397.796.095.2887787

T aPEC.*

PERCENT

PA66?

(X-NO)Soil Deicriptton

(i\ oUy with tand

^

Atterbeia LlmtUPL- 18 LL- 52 PI

Coefficient*D85- 0.1 16

c32" °ts"

ClaiaMeatlor

8ii

iw

« 34

10- 0.0033A"*

USCS- CH AASHTO-

Ramarfcal.ABNO 6529

' (no ipocificiiion provided)

Sample No.; Source of Sample: L-6529 Date: 8/30/99Location: BORINO:TP-2 Elev./Depth: .1-9'

H. C. NUTTING COMPANClient: Piara Technologief Inc

Y Project; Bloomington Indiana PIOJOCI

ProiectNo: 50166001 Plate

09/01/99 08:01 H.C. NUTTING COMPANY -» B12 935 8489 NO.436 P002/012


ROCK CORRECTION

I

90

12 14 10 It 20

MOISTURE M

TBit Speculation. ASTM Q1M7-91 ModHled, Method B ZAV^JOt 27

uses uaoA AA8HTO

Natural

MoMura (%)

Speefflc

Grtvtty LI-*>

J/8ln WOO

TMt RCiult TP-02

Maximum Dry Dentlty (pcf)

Optimum Molitur* (%)

Corrected Meximum D«y D«nelty

Corrected OpUmum Molrture (%)

107.«

18.7

Material Deicrlptton RamailuBROWNISH RED

reject Name Bloomlngton. IN. Project / P3ARA

Client ID HCN W O # 50100.001

Sample Number TP-02

Sample Location 3'-9'

Prep By OR Tested By OR

Date 27-Aug-99 Lab No. 6520

MOI1TURE - DENSITY RELATIONSHIP TEST

uffli H. e. Nt/rnm oaunan

8/27/99

100

Of.

z

s£

0

f S

i

•

i '

500 100

% COBBLES0.0


<! 'I II » S 5 8! i 1 1 I

M|l

: !

10

% ORAVEL

0.0

1.

••i

.

xV\

1 0.1GRAIN SIZE - mm

*SAND17.2

»r v

1

\\v\..

0.01

^.*- ^«

^

•

0.001

% SILT I % CLAY34.2 I 48.6

SIEVE

SIZE

#10#20#40

#100#200#270

PERCEN

FINER100099298291 182880.4

T SPEC* 1

PERCENT (

'ASS?

X=NO)Soil Description

Fat clay with sand

Atterberq LimitsPL= 19 LL= 53 Pl= 34

095= 00937 D§o= 00130 050= 00030

Cu= Cc=

ClassificationUSCS= CH AASHTO=

Remarks

LAB NO. 6380

(no specification provided)

Sample No.: Source of Sample: L-6380 Date: 8/19/99Location: BORING: TP 3 ElevJDepth: 3-9'

H. C. NUTTING COMPAN

Client: Psara Technologies Ino

y Project: Bloomington Indiana Project


P.4/&

125

100


14

MOISTURE (%|

TesfSpacJncation: ASTM DISSASI Mooted. Method B ZAVgG. 2.7

uses USDA AA8HTO

Natural

Mo«(ur»(%)

SpeciCc

6f»vily*> %<

K200

TwtRewtt TWO w.c.zM«xgnum Dry Derwity (pc*)Optmwro Maisbve (%)

^xrectad Maximum Dry Density

:txr»ctod Optimum Moisture (%)

11J.1

1M

31.728.734.7

5-5.5'7-7.5'8.5-9'

Itateitel Descnpton RemarKcBROWNISH RED

reject Name

CfcntIDJampte Numberample Location

tate

Bkwmington.lN. Project / PSARAHCN W.O * 50168 001

TP-03

PrtpBy OR Tested By PR

Lab No. 0380

MOISTURE - DENSITY RCLATIOMSHP TEST

I ne.mrnMie(MMyflr

8/18/9G

08/23/99 14:22 H.C. NUTTING COMPANY -> 812 935 8489513 733 8213

ftUG 23 '99 89=39*1 HC NUTTING COnPPNY

NO.161 P005/009

P. 3/6

16E47

1.4B-07

1 f ""'i 5. VOt-07

5 8 OE-08

I ft OE-08

" 4.oE-oe

20E-04

O.OE+00

c


T..... _ _ _(

J_

i — - ^ 1

0 6.0 100 13.0 200 ?3.0

CUMULATIVE TIME (mln)

•"•"""•vtrigt ptnneibllily Q r««d fl» vahilion kmll

Test Specification' ASTM D6084

FluidTamp.

22.0022.00

2200

2200

Elapsed

(mln.)6.005.00

6.00

600

Compaction DataProotof (pel)OpU. M.C.. (%)Comp Method% Recompct

113.616.3

Dioer-et M«d<fi«d,88.7

Teat PrdMurei (p»l)BackproMure

Call preiiuraGff Siren

60.0063.00300

CumulativeTime Gradient(min)500100016.00

2000

16.1214.46

1278

11.48

Sample DataSpecimen Height, (inches)Specimen Diameter. (Indiea)Moittur* Content. (H)Percent Saturation (%)Wei Man Danilty (pcf)Dry Man Denalty (pcf)Void Ratio

Calculated Poroilty. V,

USCS LLPemeant Uaad WATER Remerfci


(cm/Me)82B6-087 85E^>8

8.62E-06708EOB

Initial3.004.0016.6067.50

119.00101.88

0.660.41

AveragePermeability

(cm/»»u)

8.4E-08

Final3.06400262607.14

12632

10005

072

0.42

PI

Project Name Sloomlnglon.lN Project / PSARA Te«ted by FCE Reviewed by TOOClient 10 HCNW.O* 60166.001Sample Number TP-03Sample Location 3'4'Data 8/23/W lab No

PLEXIB

6380 Jffl

LE WALL PERMtAftlUTY TEST

L<.a.NUTdNtCOMPANV

6/23/90

09/01/99 08:01 H.C. NUTTING COMPANY -> 812 935 8489 NO.436 P003/012


i * < ? ; i 1 s , i s a i l ? ?

KUJzJ-H

Loa:UJa.

100

00

80

70

60

90

40

30

20

10

0

-

-

i i

i i

!

i

i

i !

!

I !i! !

—

| !

;__ . ..

i i :

i

— r~t ~

i

••:k«i •*<

r

;

*»

-

i

ji

i '

! 1

—~

1

• \

: ;!

BOO 100 10 1

GRAIN SIZE - mm% COBBLES

0.0« ORAVEI

2.0

• > • >••

—

s" ^*L •*•

" 0

0.1 0.01 ^_^J 0.001

«8AMD21.9

% KILT 1 * CLAY19.5 1 56.6

SI6VI-

.375 in.#4

#10#20#40

#100#200

PERCCNFINER100098.096.2914903836761

T SPBC.*PERCENT

PASS 7

(X-NO)Soil Patcrlntlon

Fit olay with t«nd

Attortora Limit*PL- 17

DBS- o.nicu-

USCS" CH

LAfl NO. 6530

(no •poclfio*!lon providad)

Sample No.: Source of Sample: L-6530Location: BORINO:TP-4


LL- 60

ClqffKicatlor

PI- 43

DID-

1AASkro-

Rcmarkt

Date: 8/30/99ElavJDapth: 3-9'

Cltont: Piars Tachnologiei ]ncProject: Bloommgmn Indians PIOJOCV

ProioctNo: 50166.001 Plata

09/01/99 08:02 H.C. NUTTING COMPPNY •» 812 935 8489 NO.436 R304/012


O TP-04

ROCK CORRECTION

10 12 14 1* 16

MOISTURE (%)

20

Test Spedflcatlorv. ASTM DiflS7-fli Modified. MaiftodS ZAVQQt 27

Cluilflcatlonuses USDA AA3HTO

NllurelMolttum (%)

8p«eMcQmvHy LL PI 3/8 In

*<•200

Ten RMult TP-M

Maximufn Dry Density (pcf)

Optimum Moisture (%)

Corrected Maximum Dry Density

Cofrected Optimum Moisture (%)

110.4

16.0

Miltrlel Description RemarksBROWNISH RED

reject Nemo Bloomlngton.lN. Project / PSARA

Client ID HCN W.O* 50166 001

Sample Number TP-04


JW Tested By JW

Dete 27-Aup-99 Lab No 0530

MOI5TUME - DCNBITY RELATIONSHIP TEST

(iffil

8/27/09

09/01/99 08:02 H.C. NUTTING COMPPNY -» 812 935 8489 NO.436 P005/012

PE

RC

EN

T F

INE

R

1

100

eo

80

70

80

so

40

30

20

10

0

C iW M

~

—

-_.

1

1 '

Grain Size Distribution Test

2 ^ 9 , . I 6 6 ! 1 ! !1

..:_.

i ;

' '• !

: i :

• !

; i

i

i

•"?•

;

!• i,;• • •

...

« ».•i*1

i

i

1

1

!

;

i-i —

J

i

i1 i

•

;

;

i

i

i

; i

Report

\

4

1 s s>

...

-

\^

\ J • a

-

sV

—

!**

—

•™?Q

BOO 100 10 1 0.1 0.01 . JO.HMGRAIN SIZE - mm ' r "

% C088LE800

% ORAVCt0.8

H8ANO80

% SILT 1 « CLAY39.7 1 31.5

SIEVE

•BE

.375 in

#10H20#40

»100

PERCEN

FINER100.099.298.6978975954912

T 6PCC.*

PERCENT

PA«9?

(X-NO) Fit clay

PL- 18

Soil Description

AHarbero LknlULL- 61 PI- 43

CoefficientsDBS- 0.0452 DBO- 0.0079D30" D15B

cu« cc-GJaislflcatioi

U3CS- CH

I. AD NO. 6531

(no ipoolficf lion providad)

Sample No.: Source of Sample: L-6531Location: DORINO:TP-5


MSI

Rso-D10-

iRTO-

Date: 8^0/99Elev^Oepth: 3-9'

Client: Pur* Technologioi Inc.v« Project: Dloomington Indiana Frojoci

Project No. 50166.001 Plato

09/01/99 08:02 H.C. NUTTING COMPflNY -» 812 935 B4B9 NO.436 P006/012

170

11fl

lie

114

o£ 106o

100

102


a

I

— --

— x —

1 — "s

O TP-08

X

ROCK CORRECTION

\X\'\\

10 12 14 10 18 20 22 24

, MOISTURE (%)

Test Specification: A6TM D1557-81 Modified, Method B ZAVQQi 2.7

ClsulfloiUonUSC3

Natural ajwdfloU80A AA8HTO Mol*Uir«(%) Gravity

Test Result TP-06

Maximum Dry Density (pcf) 108.9

Optimum Moisture (%) 1 8.6


Corrected Optimum Moisture (%)

Material Description

BROWNISH RED

Project Name Bloomlngton.lN. Project / PSARA

Client ID HCN W.OJ 50100.001

Sample Number TP-05


Date 27-Aug-aa Lab No 0531

LL PI 3/8 In •200

Remarks

?repBy OR Tested By OR

MOISTURE . DENSITY RELATIONSHIP TI8T

(ffln K- c. Himwa OOUPAHY

6/27/99

£ t• rt

100

££til fiftzL"

Z s0

J

K

•3A

a

j :

I

500 100

% COBBLES

0.0


t . l ' l l i t i e 8 i i 1 I i1

• i

|\1

1i- ' !•'

M-

: • i10

% GRAVEL

9.2

•-i«*

i •i ;

r*<••c ">s

:

: :\^

1 0 1GRAIN SIZE - mm

%SANO

20.8

Sr "^^-«« s,

S|Sv

001

\V "»*

^

• o

0.001

% SILT I % CLAY

27.9 I 42.1

SIEVE

SIZE

1m.75 in

Sin375 in

#4#10#20#40

#100#200#270

PERCEN

FINER

100.095.691.991.690.888987.086.0783700679

T SPEC." 1

PERCENT (

>ASS?

X=NO)Soil Description

Sandy fat clay

Atterberq LimitsPL= 19 LL= 59 Pl= 40

Coefficients035= 0 331 DSO= 0.0193 0^0= 00061D30C °15= D10=cu= cc=

Classificationuscs= CH SASHTO=

RemarlcgLAB NO 6381

(oo specification provided)

SampUNo.: Sourc* of Sample: L-6381 Date: 8/19/99Location: BORJNO: TP-6 Etov./D«pfh: 3-9'

1Client: Psara Technologies Inc.

Project: Bloommgton Indiana Project

Project No: 50166.001 Plate

P.5x6

12

12

I"

ifc 11

10!

[

1fH

3

0

s

1

;


^

//

\ii

o in»

X

ROCK CORRECTION

v>> >

\

8 10 12 14 1C 18 20 22.

TtttSpecffcation: A8TM U156/-«1 ModMM. Methods ZAVOGc 2.7

Cl

useslualfralion Nghiral 8p»dSc

USOA AASHTO MoIfturvW Gftfty

*TertRmuk TP-08

Maximum Dry Derulty (pd) 113-6

Optimum Mobrture (%) 17.1

Corrected M**imurn Dry Density

Corrected Optimum Moisture (%)

MttMfel DescriptionBROWNISH RED

Protect Name BtoomingtoaiN Project / P8ARAClient ID HCN W.O J SOKMD01

Sample Number TP-06

Simple Locaton 3--81

Date 1&AU9-89 Lab No. 6381

LL PI

w.c.z26.725.224-6

ii.

A-A.51

7-7.5'8.5-9'

*200

ternaries

'rep By DR Tested By DR

MOBTURE . DENSITY RELATIONSHIP TUT

ftM 8/99

09/01/99 08:02 H.C. NUTTING COI'FFlNY -» 812 935 8489 NO.436 P007/012

HZ

E

a.

100

00

00

70

60

SO

40

30

20

10

0

t *

-

I

I

i i

! '

i '••

\

1

\ \500 100

H COBBLES

0.0

Grain Size Distribution Test

•? ;I ' . i « 1 1 i 1 1iI

T~

i

!

!

i

i

•:

•

|

:

10

'

(

— ": • • <

t

;

S»J| •*>I

- --.

I 1

i '

1 01GRAIN SIZE • mm

* ORAVCL1.3

KtAND12.2

SIEVE

8IZE.375 in.

#4#10#20#40

#100#200

PERCEN

FINER100098798 597.196.593. S86.5

T SPEC.*

PERCENT

PASS?

(X-NO)

Report

%

£ -

*-*,

0.

' ^i"*•

^

=^0

O.W

% SILT 1 % CLAY25.3 I 61,2

Fit oliy

PL- 20

Soil P>icrip«ton

Anerbera LlmlteLI- ?"

Coefflclentt

„.

PI- 52

Dg5* 0.0633 Ogo-0.001) Djo"030- DIS" D^o-Cu- Cc-

CfaillfJcftfonUSCS- CH AASHTO-

RemarkiLAB NO. 6532

(no ip«o4flcf rion providad)

Sample No.: Source of Sample: I. -6532 Data; 8/30/99Location: BORJNG:TP-7 EI»v7Depth: 3-9'

H. C. NUTTING COMPANYClient: Pui» Technologiei Inc.Project: I3loommglnn Indian* Project

Project No: 50166.001 Plate

09/01/99 08:03 H.C. NUTTING COMPRNY -> 812 935 8489 NO. 436 P00B/012


13 15 17 19

MOISTURE (*/4)

21

l_Tert Specification: ASTM 01687-91 Modltod. Methods 276

ClMifflationUSC3 U80A AASHTO

NaturalMClihlTi (%)

Tett Reiult

Maximum Dry Oaniity (pcf)

Optimum Molitura (%)


Corrected Optimum Moltture (H)

apeoMcGmvlty

107.9

18.6

Material DiicrlptlonBROWNISH RED

Project N»m* Bloomlngton,IN. Projed / P8ARA

llent IO HCN W.O J 60160.001

Sample Number TP-07

Simple Location 3'-8'

Date 3O.AuQ.9fl Lab No. 0632

LI PI*>

3/8 In •200

Ftamarki

Prep By JW Teited By JW


K. 8.

8/31/99

09/01/99 08:03 H.C. NUTTING COMPANY -» 812 935 8489 NO.436 P009/012


! - - \ • « 9 i i I 8 « I I 1 I I

PE

RC

EN

T F

INP

R

100

BO

60

70

60

90

40

30

20

10

0

• •

- _..

|

i

I

;

i

I

!

600 100

r * COBBLES

0.0

t

I

1

-j-

1

1

i

1

1

10

1

"1

i

i

i

1I

1

ss,

'-

1 !

vL '' ! '*i

U-1 1

i :i

ir i

! 1

i! i

; ;

i

i

I

j: N

i V1**^

r•o • «->o

1 0 1 0.01 ^^J 0.001GRAIN SIZE - mm ,— *~""^

% ORAVEL01

HSAND18.4

% SILT 1 % CLAY

43.0 I 385

SIEVE

SIZE

.375 in.#4

#10#20#40

#100#200

PERCENT

FINER

IOO.O99.999.397.496.689081 5

SPEC.*

PERCENT

PASS?

(X-NO|

Soil DetcrlptlonFat clay with tand

Atferbara LlmhsPL- 17 u- «

CoafflclanttDBS- o 0879 OBO* ° °*35030* 0^5-C ^ f* M

u ^c

ClaiiHIcatloiUSCS- CH

LAD NO. 6533

(no ip«al[ic*tion providod)

SamplaNo.: Sourca of Samplo: L-6533Location: BORJNG.7T-8


MSI

PI- 38

D90» 0.0258D10-

jRTO-

Dat«: 8/30/99ElavJOapth: 3-9*

Ctiant: Pi»r« Technologioi IncProject: Bloommgton Indiana Project

ProjoctNo: 50166.001 Plata

09/01/99 08:03 H.C. NUTTING COMPANY -» 812 935 8489 NO.436 P010/012


ROCK CORRECTION

13 15 17 19 21

MOISTURE <%)

Test Specification: ASTM Di537-fli Modiflwi. AiMhodB ZAVflGs 275

CISMfflCSllon

USC6 U80A AASHTONilural

Medium (%)

Sp«cMc

Gravity LL PI 3/Sln*<*200

Test Result TP-Oft

Maximum Dry Density (pcf)

optimum Moltture {%)

Corr*dttd Mkximum Dry D»n»11y

orrected Optimum Moisture (%)

107.*20.7

Malarial Description RemarksBROWNISH RED

Project Name Bfoomlnflton.lN. Project / PSARA

Client 10 HCN W O M 60168 001

Sample Number TP-06


Prep By JW Tested By JW

Date 30-AuQ-W Lab No 8533


fMft H. e. mmmQ COMPAMY

e/31/00

08/23/99 14:22 H.C. NUTTING COMPftNY •* 812 935 8489513 733 8213

HUG 23 '99 09S390H HC NUTTING COMPftNY

NO.161 P006/009

P. 4/6

16E-07

1.48-07

~ 1.2B-07

I I voe-ort2 • OE-08

I *I Jjf 0 OE-08

t a 406-MI

2.06-08

0.0£»00, c


1'

>

' I

.' '

1 .. _,,. {.

0 SO 10.0 180 200 20.0

CUMULATIVE TIMB (mln)

'•— »v>fBB*i pirmeibllity O >e«tf i»fl» variation lwni»

Tdtl Specification

FluidTemp.

CO220022.00

22.00

22.00

ElapMd

Time(mln.)600

6.00

500

5.00

Completion DataProctor (pcf)Opli. M.C . (%)Comp. Method% Recomgct.

114917.0

01007-81 Modified,80.6

TeM Practuree (pel)BeekoreuureColl pre«aureEn Sum

60.009300

300

ASTM D 3084

CumulalivaTime(mln)5.001000150020.00

Gradient

12.97

1148

10.26820

Sample DataSpecimen Height. (Inehet)Specimen DlameW, (mohea)Moisture Content, (%)Percent Saturation (%)Wet Mat i Deneily (pcf)Dry Maaa Oenttty (pel)Void RatioCalculated Poroitty. %

USCS LLPomeant U$ed: WATER Remark!


(cm/we)900E-088T3E-08

7966-09

7BOE-08

Initial3.004.00

17.3871.6412082102930.67

040

AveragePermeability

(enVaac)

8.4E-08

Final3.104.00

28.3810000127710948078

0.44

PI

Project N«m« Bloomlngton.lN Project / PSARAClient ID HCN W.O * 50186.001Bample Number TP-09Sample Location 3'-B'Dito 8/23/89 Lab No. 6381

Teatedby FCE Reviewed by TQQ

PtEXlBLE WALL PiRMIABtLtTY TB8T

fjffl} M. A. UUTrMQ OOMPAMf

6/23/91?

09/01/99 08:03 H.C. NUTTINS COMPftNY •» 812 935 8489 NO.436 P011/012

PFR

CE

hTT

FIN

ER

1

100

90

to

70

eo

50

40

30

20

10

0

£ 6

•-

-

-

-

- -

—

|

IIi i

! ii

i :i '•

500 100

% COBBUE80,0


£ f f • £ i , i a i § i Hi

J

1

ii

i

iiI1

i

i ! :

1 1 '

I :

; '! '

; ; ;

i .

I .10

% ORAVEL0.6

i1

;

^•:

iii

i

GRAINS

' -<

* " T

]

•»i

L '

\~Pt*»

I

!

;

:0.1

IZE - mm%8ANO

22.0

SIEVE

SIZE.375 in

04*10#20#40

IMOO#200

PERCEN

FINER100099.498.895.994.387.777.4

T SPEC.'PERCENT

PA»S?(X-NO)

!

m

• -

^ X**v-.(

0.01

^c ••

--

«r

~.

^

" ^d

0001

%BILT 1 %CLAY16.9 I 60.5

Soil DticrlDllonFit city with und

Anerbgro LlmlUPL- 20 LL- 59 PI- 39

CotWclantiDas- 0 125R30-cu«

D6o- 0.0015D15-cc"

C)»SiflCBtlOI

Rso-010-

iUSCS- CH AASHTO-

RamarktLAJB NO. 6534

(no «pocific4iion provided)

8«mpl«No.: Source of Sampl*: L-6534 Data: 8/30/99Location: nOlilNOTP-9 EUvJDcpth: 3-9'

H. C. NUTTING COMPANYClient: P*»v& Technologici IncP/ojact: BlQLimmglon Indi«nu Protect

Project No: 50)66.00] Plato

09/01/99 00:57 H.C. NUTTING COMPftNY -> 812 935 8489 NO.438 P001/003


O TP09

ROCK CORRECTION

105 I

100

B6

13 15 17 19 21

MOISTURE (%)

23

Test Specification ASTM D1357-B1 Modlfod. MilhodB ZAVQGi 2.7

CiMilrictllortuses USDA AASHTO

NilurslLL PI

%>«2DO

Teet Reiult TF-09

Maximum Dry Density (pef)

Optimum Moisture (%)

orracted Maximum Dry Density

Coirectad Optimum Mottture (%)

105.9

19.A

Material Daialption RemarksBROWNISH RED

Project Name Bloomlneton.lN. Project / P3ARA

Client ID HCN W.0.# 50166 001

Sample Number TP-Ofl


Date 27-Aug-&9 Lab No

Prap By PR Tested By PR


8/27/99

0B-30/99

NO. 394 P001/002

P. 2^2

vftt-or

14107

! 5. 106-07

1 ij aoEoa

i 1 e.0fc-o»

* <ioe-oa

Z.OE-08

OOE'OOC

FluidTemp.(•C)

23002300

23.00

23.00


(

_ .

1

-

I

~1

I

O

I0 5.0 100 <60 20.0 290

CUMUUTn/f TIMfl (mh»

* > »var«9« petmeibillty O f««*nB« virinton htwt

TM! Speolflc*tion ASTM D6064

Time(•ran)5.00000

6.00

300

Compaction DataProctor <pcf)Opt. M C.. <*)

Comp Method% Recomppt.

1059199

0168741 Morfltad,900

Tatt Pnmurea (p»l)BeckprmureC«(lpr»t«ureEff Strait

90.0003.003.00

usesPemesnt Used WATER

CumulativeTime Gradient

(mlnj5.0010.00

to oo20.00

1t.11972

6617.7B

Sample OKe.Spedmen Helpht. (inchei)Speomen Diameter. (Inchei)Moteture Content. (%)Peroam Satuntrion (%)Wet Mau Density (pcf)Dry M«M Danalty (pcf)Void Ratio

Calculated Poro«ity, %

11Remark*

CatcutatedPermeablltty

(on/tec)B.776-OB9.38E00

8.90E-067.13E-OB

Initial3004.0010.M67.3711427

96.340.62

L 046

Aver»0ePermeability

6.46-08

Final3.104.0033.5010000123349239

093048

PI

Project Name Bloomfogton.lN. ProjecUPSARA Teltedby FCE Reviewed by TOOClient 10 HCN W.O « 00100.001Sample Number TP-08Sample Location y'-ffData a/30/99 Lab No

PUeXlBUt WALL ••WWEABH.ITY TKtT

a/30/oo

100

Art

111 AAzL

~ CAZ 50IU

£

in

0

£ =•• n

1 ;

:

500 100

H COBBLES0.0


il is as , I 8 S I I I I

.'

>

10

« GRAVEL10.8

>

:

:

ii

:

••£ s\i\• ^ . •

: : !

1 0.1GRAIN SIZE - mm

ttSAND310

« f-\

\r i•v..

1

0.01

' f~*- •* •< ^5!

^

•^o

0001

% SILT I % CLAY17.3 1 40.9

SIEVE

SIZE

lin..75 in

.5 in.375 in.

#4#10#20#40

#100#200#270

PERCEN

FINER

100.097.695393.389284381.880.871.9582562

r SPEC.* (PERCENT (

'ASS?

X-NO>Soil Description

Sandy &t clay

Atterbcro LimitsPL= 21 LL= 53 Pl= 32

CoefficientsD85= 2.31 D60= 0.0853 050= 00243D30= 515*1 °10=

cu= cc=

ClassificationUSCS= CH JW5RTO-

RemarfctLAB NO. 6382

(no fpecifiubon provided)

Sample No.: Source of Sampkt: L-6382 Date: 8/19/99Location: BORING: TP 10 EtevTDepth: 3-9'


Client: Psara Technologies Inc

y Project: Bloomuigtom Indiana Project


P.6/6


125

120

i£

109

100

-ROCK CORRECTION

11 15 17 19

MOISTURE (*)

21 29

T«t Specification; ASTM D1557-81 Modlfed. ZAVgG* 2.7

CUcafcafenuses USOA AASHTD Moisture (»)

Specif*

Gmfty LL PI 3/Bin

%<MOO

ToatRaeuM TP-10 W.C.ZMaximum D»y Denatty (pcOOptimum Moisture (%)

Corrected Maximum Dry DentityCorrect*] Optimum MoUtura (HI

111.2

17.2

24.730.424.0

5-5-5'7-7.5'8.5-9'

Material Oeacripfon RwnwfclBROVWI8HRED

Project Name

CSontID

Sample Number

Sample Location

s l8-Aug-99 Lab No

Bloomin9«oo.lN. Project / PSARAHCNW.OJ 60168.001

TP-10

Prepay JW TtftedBy JW

6382

MOISTURE - DENSITY REUTJOH5HW TEST

I H.C.I

8/18W9

08/23/99 14:22 H.C. NUTTING COMPANY -» 812 935 8489

513 733 B213BUG 23 '99 09:39fiM HC NUTTING COnP«NY

NO. 161 PEJ07/009

P. 5/6

1 46-07

1 3E-07

£ BOE-Oe

2 9 OE'M

| 406-08

20E-08

ooe»oo0


— — — <t k

T. 0 I

0 SO 100 16.0 200 20.0

CUMULATIVE TIM! (mln)

-— ^— •v»f»9« p*mr*«OWty O raiding* - - - - vcrlillon limit

Test Specification: A8TM D6084

FluidTemp.(•C)

22.0022.00

22.00

2200

ElapsedTime

(mln.)

5.005.00SOO

5.00

Compaction Data

Proctor (pef)

Optt. M C . (V.)

Comp Method

% Recompct

1100

17.001557-81 ModfflffO,

904

Test Pressures (pal)

Backpressure

Call pressure

EfT. Streis

SO 00

63.00

3.00

CumulattvaTime Gradient

(mm.)6.00 H.OB10.00 12.78

13.00 11.66

20.00 10.84

Sample DataSpecimen Height. (lnch««)

Specimen Diameter, (inchat)Molitura Content, (%)Percent Saturation (%)Wat Mass Density (pof)Dry MMS Density (pcf)

VON) Ratio

Calculated Porosity. %

CeltwlatodPermeability

(cm/eec)8.03E-08

A fl6E-08

641E-08

a46E-06

Initial3.00

4.0017.4066.97

116.77W.47

0.73042

AveiegeParmaablllty

(cm/sec)

6.7E-08

Final

3.09400

28.60

100.00

124.31

90.07

0.79

0.44

USCS LL PIPemeant Used: WATER R«m«rK*

Proj«clN«m« Bloomlngton.lN. Proj«c\/PSARA T«tt«dby FCE Reviewed by TOG

Cll*ot 10 HCfSl W.O.* 50168.001

Sample Number TP-10

Sample Location

Data 8/23/99 Lab

FLEXJBLC WALL PERMEAIILITY T11T

3 "' (UH) H c. NUTTWO eoaif ANV

6723/39

N 1.4JZ.OOO

N 1,431.500

N 1.431.000

N 1.450.800

;> \ \\\v

Pre-Quallflcatlon Area

..... • • • ' - \ \

'•--. '-•.. \•••..'•••

too

E 3.074.700

TECHNOLOGIES, INC.

A TP1 Test Pit Location (Shallow Borrow Samples)

C - 1 Boring Location (Deep Borrow Samples)

CBS CORPORATION

Phase 2 BorrowPre-Qualification Area

Neal's LandfillBloomington, Indiana

Drawn by:SNA

Date:9/1/99

Scale:r-ioo1

LETTER RE: BORROW PRE-QUALIFICATION AND TEST PAD …

Documents

Transcript of LETTER RE: BORROW PRE-QUALIFICATION AND TEST PAD …