collection of sediment

tj

Collection of Fox River Sediment

Cores

Fort James Corporation

Green Bay Wisconsin

DOJEPANO96O87


1919 South Broadway

Green Bay Wisconsin 54304-1919

Collection of Fox River Sediment

Cores


Green Bay Wisconsin

STSProject

No 25965

June 2000

DOJEPANO96O88

11 STS Consultants Ltd

______ Solutions through Science Engineering

June 2000

Mr David Devroy P.E

Manager Civil/Environmental


1919 South BroadwayGreen Bay Wisconsin 54304-1919

RE Collection of Fox River Sediment Cores Fort James Corporation Green BayWisconsin STS Project No.25965

Dear Mr Devroy

STS Consultants Ltd STS is pleased to provide Fort James Corporation FJC with the

attached final report of test results for the six Fox River sediment cores

Please dont hesitate to contact us should you wish to discuss the report Once again STS

appreciates the opportunity to be of assistance to Fort James on this project

Sincerely

STS CONSULTANTS LTD

Senior Geochemist

Douglas Jlerm P.E

Principal Engineer

cc William Perpich P.E

Senior Principal Engineer

750 Corporate Woods Parkway Vernon Hills IL 60061-31 53 847 279-2500 847 279-2510 Fax

DOJEPANO96O89

COLLECTION OF FOX RIVER SEDIMENT CORES

FORT JAMES CORPORATIONGREEN I3AY WISCONSIN

TABLE OF CONTENTSPage

1.0 Introduction

2.0 Sample Collection and Analyses

2.1 Surveying

2.2 Sample Collection

2.3 Coring Technique

2.4 Sample Analyses

3.0 Results

4.0 Qualifications

TABLES

Table Fox River Sediment Cores Locations

Table Fox River Sediment Cores Geotechnical Results

FIGURES

Figure Proposed Geotechnical Exploration Location Plan

APPENDICES

Appendix Sediment Core Boring Logs

Appendix Grain Size and Distribution Results

Appendix Sediment Core Photographs

DOJEPANO96O9O

COLLECTION OF FOX RIVER SEDIMENT CORES

FORT JAMES CORPORATIONGREEN BAY WISCONSIN

STS PROJECT NO 25965

1.0 INTRODUCTION

STS Consultants Ltd STS has prepared this report on behalf of Fort James Corporation

FJC to document the collection and analysis of six sediment cores from the Lower Fox

River The objective of the study was to provide additional geotechnical data to support

dredging design in sediment management unit SMU 56/57 SMU 56/57 is located on the

western shoreline of the Fox River near the FJCs Green Bay West Mill The scope of work for

the project was prepared based upon discussions with Hart/Crowser FJCs consultant on the

dredging project and information provided to STS in the document entitled Supplemental

Geotechruical Exploration Scope of Work Sediment Management Unit 56/57 Fox River

Green Bay Wisconsin May 12 2000 SOW

2.0 SAMPLE COLLECTION AND ANALYSES

2.1 Surveying

The field phase of the project was initiated on May 22 2000 survey crew initially marked

the approximate locations of all six of the core sites based upon the target locations

provided by FJC on Figure On May 24 after completion the coring phase the survey crew

returned and determined the final core locations Both the initial and final locations were

determined utilizingstandard survey techniques from shoreline survey monuments The

locations were referenced to the state plane coordinate system utilizing monument

information from FJCs water intake and local U.S Army Corps of Engineers USACEmonument The final core locations are provided in Table

Mudline elevations were established by measuring water depth to the nearest 0.1 foot prior to

the collection of each sediment core These values were referenced to MSL NGVD 29

utilizing measurement recorded on the staff gauge at the FJC water intake at 12pm on May

24 Table presents mudline elevations for the Fox River sediment cores

2.2 Sample Collection

STS utilized skid-mounted drill mounted on barge to collect six sediment cores from

the Fox River at the locations indicated on Table Field activities started on the morning of

May 22 2000 Most of the morning was spent locating/surveying the individual core

locations and preparing for collection activities Actual sample collection was initiated in the

early afternoon of May 22 at location HC-1 Initially split-spoon sampling ASTM D1587 was

used as requested in the original SOW Early results indicated that this technique would not

DOJEPANO96O9I


STS Project No 25965

June 2000

provide adequate samples because the weight of the split-spoon and rod was too great for the

soft sediments weight of rod caused over- sampling The soft sediment conditions also

precluded the acquisition of standard blow count information

The potential for alternate sampling techniques and sequential list for implementation was

discussed with FJC and Hart/Crowser prior to the initiation of the field phase of the project

STS sought and received pre-approval from FJC and Hart/Crowser to switch to piston

sampling technique if the split-spoon sampling technique proved to be inadequate Based on

the early results and those discussions STS switched to piston-coring device for collection of

the sediment cores Sample collection was completed at both HC-1 and HC-2 during the

afternoon of May 22

STS started sample collection activities at approximately 730am at HC-3 on May 23 The

remaining cores were collected sequentially with the collection of HC-6 completed at about

1230pm As requested by FJC the remainder of May 23 and significant portion of May 24

were spent assisting potential contractors involved with their sampling efforts for bid

preparation

2.3 Coring Technique

STS utilized an Osterberg piston sampler that is specifically designed for soft soil and

sediments STS selected this methodology because of its ability to collect representative

samples in soft sediments The basic procedure utilized for collection of the cores was as

follows

thin-walled three inch diameter Shelby tube approximately 30 inches was inserted

into the Osterberg sampler and secured The piston was pushed to the bottom of the

tube and the entire coring device lowered to justabove the sediment-water interface

While the piston was secured by drill rod the coring device and Shelby tube were

pushed with slow continuous motion into the sediments The secured piston aids

the sampling process by creating vacuum above the sediment within the Shelby

tube

When the maximum depth length of the Shelby tube was achieved the Osterberg

sampler was withdrawn from the sediments Once on the barge the Shelby tubes

containing the sample was removed from the coring device The recovery of sample

was checked the core capped labeled and readied for transfer to the laboratory for

extrusion and sampling

The remaining core sections from each site were collected in essentially an identical

manner The only change was that after placing new Shelby tube within the coring

device it was pushed into the sediments to the maximum depth of the last core i.e

start of the second core section Sediment was prevented from entering the Shelby

tube while the coring device was being pushed to the appropriate depth by holding

K\25965\R1965001dOC

DOJEPANO96O92



June 2000

the piston at the bottom of the Shelby tube Once at the desired depth the piston was

secured to maintain it at that elevation and the sampler arid Shelby tube were again

pushed downward into the sediments This procedure was repeated until the desired

length of core was recovered for each site

Unlike split-spoons that are routinely opened and containerized in the field the Shelby tubes

arid recovered sediments were removed and transferred to the laboratory for testing

Therefore the sample descriptions pocket penetrometer and torvane measurements were

conducted at the laboratory instead of in the field Additionally the original sampling

protocol called for retaining the collected samples on ice The change in sampling technique

and the associated length of the cores precluded placing the samples in coolers The core

tubes samples were instead transported to the laboratory in an upright position STS does

not believe that there would have been any appreciable change in test results because of the

short time between collection and analysis

2.4 Sample Analysis

The recovered cores were transferred to the laboratory to be extruded from the core tubes

photographed and visually classified utilizing the Unified Soil Classification System In the

laboratory an attempt was made to test at one-foot intervals for pocket penetrometer and or

torvane readings

Analyses for water moisture content ASTM D2216 Atterberg limits ASTM D4318-84

specific gravity ASTM D854-91 grain size distribution sieve and hydrometer ASTMD422 organic carbon content ASTM D2974 and Unified Soil Classification System label

ASTM D2487 were performed on composite samples collected over approximately one-foot

intervals Although layering could be visually distinguished within the one-foot intervals the

layers were composited per the instructions of Hart/Crowser All analyses were completed

in general accordance with ASTM methods

3.0 RESULTS

The core locations in state plane coordinates are presented in Table This table also includes

the elevation of the mudline referenced to Mean Sea Level NGVD 29 via the on-site

reference located at FJCs water intake structure

summary of selected parameters for the samples is presented in Table With the

exception of pocket penetrometer and torvane measurements the results are based on

analyses of composite samples An attempt was made to test the cores at one-foot intervals

for pocket penetrometer and torvane readings Although torvane results were obtained for

most of the samples the recovered sediments were generally too soft for determination of

pocket penetrometer readings

K\25965\R1965001.doc

DOJEPANO96O93

Fort James CorporationSTS Project No 25965

June 2000

Final logs for the six boigs are included in Appendix The descriptions of materials on

the boring logs were based -n visual classification As requested by FJC and Hart/Crowser

the geotechnical testing was conducted on composite samples collected over intervals

approximately one-foot srithout regard to stratigraphy Therefore slight differences

between the visual classffi tions and the geotechnical results are likely attributable to the

protocol utilized for sampli the cores i.e compositing

Laboratory sheets for the gain size analyses are included in Appendix Photographs of the

cores are provided in Appendix The photographs are orientated such that depth increases

from left to right i.e top each core section is on the left

4.0 OUALIFICATIONS

This report presents test su1ts as generally specified in FJCs SOW 5/12/00 and selectively

modified during the fielcwork and report preparation The field sampling procedures and

laboratory test methods are generally described for reference and were conducted at the time

and under the conditions described

Field logs were prepare for each sediment core Final logs were prepared from these field

logs and our interpretat ons of the laboratory test results The transition between sediment

types and the strata char ge contacts may be gradual

Survey information for each core location was referenced to existing on shore survey

monuments Elevations were referenced to the Fox River water level that was referenced to

an on-site monument lo ated at FJCs water intake structure

Arty use or thterpretatkn by third parties of the test data presented in this report for the

purposes of designing .idding or implementing sediment removal program was outside of

the scope of the STS se vices as described in the SOW No warranty is expressed or implied

by the data report

K\25965\R965OO1.doc

DOJEPANO96O94

DOJEPANO96O95

Table

Fox River Sediment Cores Location

Fort James Corporation Green Bay Wisconsin

State Plane Coordinates MudlineCore ID

Elevation1 mslNorthing Easting

HC-1 246705 2483125 567.8

HC-2 246519 2483164 568.8

HC-3 246551 2483020 567.6

HC-4 246357 2482887 568.8

HC-5 246397 2483074 567.4

HC-6 246361 2482773 566.7

Notes Vertical datum based on Mean Sea Level msl NGVD 29


DOJEPANO96O96

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567.8

565.2

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2.6

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562.6

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16.7

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561.6

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567.6

565.0

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12.6

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Ol

duto

rnba

sed

onM

ean

Sea

Leve

lNG

VD2

9

Fort

Wate

r

Fig

ure

derived

fro

m

Sup

plem

enta

lG

sote

chnic

al

Exp

lora

liO

fl

Sco

peo

fW

ork

Sed

imen

tM

anag

emen

tU

nJl

56/5

7

Fox

Riv

er

Gre

enB

ayW

isco

nsin

Moy

12

20

00

J.4

87

5-0

25/0

0

Fig

ure

Ct

DOJEPANO96I 01

DOJEPANO96I 02

APPENDIX

SEDIMENT CORE BORING LOGS

DOJEPANO96I 03

CLIENT LOG OF BORING NUMBER HC-1


I.a_ PROJECT NAME ARCHITECT-ENGINEER

SConsultantsUd Fox River Dredging

SITE LOCATION çUNCONFINED COMPRESSIVE STRENGTHTONS/FT

Fort James West Mill Green Bay Wisconsin

c.3PLASTIC WATER LIQUID

UMIT CONTENT LIMIT

DESCRIPTION OF MATERIAL-- --

tO- C.w10 20 30 40 50

zoSTANDARD

WATER ELEVATION 578.2PENETRATION BLOWS/FT

1020304050/NJ

2.0

Water

4.0

-Q

iQ1A OB

lB OB

Dark gray organic silt OH very moist

Dark gray silty fine to medium sand SM wet

88.5 3.5 -.-

iz Reddish brown silty clay CL wet

1C OB

with trace of roots wet 97.8 5.5

14.0

Dark gray organic clay CM

5.3 60

160

OB Dark gray organic silty fine sand SM wet 515 8.3IfEnd of Boring Un nflne Corn ressiv

Samples obtained with 3-inch piston sampler Str ngth timat

Ba edon abVa

B996.7

89.5

117.2

1OQJ

CD

C/

CC

The stratification lines represent the approximate boundary lines between soil types in situ the transition may be gradual

WL BORING STARTED 5TS OFFICE 1035 Kepler Drive

5122100 Green Bay Wisconsin 54311

WL BORING COMPLETED ENTERED BY SHEET NO OF

5122100 BJV

WL RIG/FOREMAN APPV BY STS JOB NO

Joy I2BIBZ JJB 25965

DOJEPANO96I 04

C/

CC

168

132.8

136.3

116.1

--a113

173.6

-a149

149.2

159



PROJECT NAME ARCHITECT-ENGINEER

ss Consultants I.tFox River Dredging

SITE LOCATION -3-UNCONFINED COMPRESSIVE STRENGTHTONSFT


PLASTIC WATER LIQUID

UJ LIMIT CONTENT LIMIT

DESCRIPTION OF MATERIAL ICi

o-I.-

10 20 30 40 50

Ci uJ

STANDARD

PENETRATION BLOw1CCC

WATER ELEVATION -578.2 10 31 40 50

LQ

Water

LQ

AQ

8.0

io.o

0879.4 11.2

Dark gray organic clay Cl-I wet 81.8 10

75.7 8.7

JQ68.3 12.2

-1--3OB80.8 10.6

18.0Dark gray organic clay CH with trace of reddish brown

OBsilty clay pockets and seams wet 774 5.5

End of Boring Un lnflE Comi ressiv

Samples obtained with 3-inch piston sampler Stri ngth timati

Ba don abVa


WL BORING STARTED STS OFFICE 1035 Kepler Drive



5122100 BJV

RIG/FOREMAN APPO BY STS JOB NO


73.2

/C

CC

DOJEPANO96I 05

D28

103.1


FUi Fort James Corporation

I__ PROJECT NAME ARCHITECT-ENGINEER

STSConsulntsUd Fox River Dredging

SITE LOCATION .ç\UNCONFINED COMPRESSIVE STRENGTH

TONS FTFort James West Mill Green Bay Wisconsin


LJMIT% CONTENT% LIMIT%is

LU DESCRIPTION OF MATERIAL LUt9I0 i- 10 20 30 40 50

tu uiUi

0- 0- 0- STANDARD

PENETRATION BLOWS/Fr

WATER ELEVATION 578.2 1020304050j_____

2UQ

Water

-Q

-EQ

--

-iDark gray organic clay CH wet

Reddish brown silty clay CL wet

1C OBDark gray organic clay CH wet

.8

j4Q2AO5 84.9 3.8

2BOB67.8 4.8

iLDark gray organic clay Cli with trace of fine sand wet

79.1 2.6Li

30B fl829 7.3

iLLJLLEnd of Boring Un nflne Corn ressiv

Samples obtained with 3-inch piston sampler Str ngth timat

Ba don abVa

The stratification lines represent the approximate boundary lines between soil types In srti.i the transItion may be gradual

WL BORING STARTED STS OFFICE 1035 Kepler Drive

5/23/00 Green Bay Wisconsin 54311


5/23/00 BJV

RIG/FOREMAN APPD BY STS JOB NO


IR1

818

DOJEPANO96I 06

Cl

Cl

316.4

126



..a.


STS Fox River Dredging

SITE LOCATION GUNCONFINEDCOMPRESSIVE STRENGTH

Fort James West Mill Green Bay Wisconsin TNS/FT


UMIT% CONTENT% LIMIT%

DESCRIPTION OF MATERIALO.uj

I-10 20 30 40 50

UI 20STANDARD

WATER ELEVATION 578.2 102

LQ

Water

LQ

-EQ

-EQ

1GM 75.4 13.7

Dark gray organic Clay CH wet

OB77.2 12.9

12.0

2A 08 Dark gray organic silt OH wet60.1 20.1

28 08 Dark gray organic clay CH and reddish brown silty clay CL70.7 3.5

08Reddish brown silty clay CL with trace of organics wet 95.9 1.7

JQ--4A OB

96.9 12 cN x_

Dark gray organic clay CH wet ._Cal brated Penetr meter

End of BoringUn nflne Comi ressiv

Samples obtained with 3-inch piston samplerSti ngth tlmati

Ba edon abVa


WI BORING STARTED sTS OFFICE 1035 Kepler Drive


NL BORING COMPLETED ENTERED BY SHEET NO OF

5123100 BJV

WI RIG/FOREMAN APPO BY STS JOB NO

Joy 12B/BZ JJB 2596$

283193

211.9

x-a175.5

DOJEPANO96I 07




SlSConsuftantsUdFox River Dredging

SITE LOCATION.r.UNCONFINE0 COMPRESSIVE STRENGTH

TONS/FT



..

LIMIT CONTENT LIMIT

DESCRIPTION OF MATERIAL UiU- o-tu

I-

10 20 30 40 50

Ui Ui WUJ-J STANDARD

PENETRATION BLOWS/FT

COWATER ELEVATION 578.2 1020304050

2.0

Water

-4-

-EQ

-Q

80.8

12MOB Dark gray orgarliC clay CH wet

78.2 19.6

14.063.9 14.2

2B OBDark gray organic silt OH wet

74.9 5.7

i.Q_3A OB Dark gray organic clay Cl-I wet

85.7 7.4

Reddish brown silty day CL with trace of organic silt very

3C 08 \mOiSt 83.0 8.9JL --Dark gray organic clay CH wet

OB 84.0 5.5

20.0

20.2End of Boring Un nfinE Comi resSiv

Samples obtained with 3-inch piston sampler Str ngth timatl

Ba don abVa


WI BORING STARTED STS OFFICE 1035 Kepler Drive

5/2.3/00 Green Bay Wisconsin 54311

WI BORING COMPLETED ENTERED BY SHEET NO OF

5/23/00 BJV

WIRIG/FOREMLisN APPO BY STS JOB NO

Joy 12B/BZ JJB 25965

223

167.5

265177

218

148

77.3

4.1

9002.3

76184.9

DOJEPANO96I 08

15.2

98.8

92

89

73.7

83.8

863105.9

DOJEPANO96I 09

DOJEPANO96I 10

APPENDIX

GRAIN SIZE AND DISTRIBUTION RESULTS

DOJEPANO96I 11

JUN222022 i.656 STE CONSULTflNTS 920 468 312 P.22

STS Laboratory Services Group

STS CONSULTANTS LTD

GRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25965DATE 6-2-00LL 65.5 PL 23.3 P1 42.2WC 53.9 SP.GR 2.65 EST

PROJECT FORT JAMES FOX RIVER SEDIMENTS

BORING/SOURCE HC-1

SAMPLE NUMBER

DEPTH 10.513.1

USCS CLASSIFICATION OHSOIL DESCRIPTION DARK GARY ORGANIC SILTY TRACE REDDISH BROWN

SILTY CLAY ORGANIC CONTENT 3.5%

100

go

80

70

60

LU

LU

C-

LU

5O.f

40

30

20

10

500

SIEVE OPENINGS IN313

22

100 50

STANDARD

SIEVE NUM8ERS

11211

.p

GRAIN SIZE IN MILLIMETERS

HYDROMETER

10

20

30

40

uJ

5060

71I.J Ui

1JJ

COBBLESGRAVEL SAND

____________ MED FINE CO MEDIUM FINE

.1 .05

SILT OR CLAY

DOJEPANO96I 12

JUN822 1S STE CNEULTNTE 92 468 3i2 P.03

STS CONSt.LTANTS LTD

GRAIN SIZE DsTRBtJTI0N ASTM 422

Project 25963

Boring/So.irce HC-2 Date 6-2-30

Sarrp1e Nurbe LL 65.5 PL 23.3 P1 42.2

Depth feet 10.5-13.1 WC 33.9 SP.GR 2.65 EstUSCS C1asstfcatio OE CU CcSoil DesCptcr DARK GARY ORGANIC SILTY TRACE REDDISH BROWN

SLTY CLAY ORGANIC CONTENT 3.5%

SIEVE ANALYSIS

SAMPLE WEGT 59.74 GFA2S

EVESZE

4O100230

PER CENTRETAINED

-C

.7

6.9

6.8

PER CENTASSING

100.0

99

92.4

83.5

MYDOMETER SAIPLE wEGHT 59.74 GRAMS

FORT JAMES FOX RIVER SEDIMENTS STS Job No

HYDROMETER ANALYSIS --

ELAPSED TEMPERATURE ACTUAL ADJUST GRAIN PER CENTTIME CENTIGRADE READNc READING SIZE FINER

.50 21.0 45.0 37.5 .0570 62.8

2.00 21.0 43.0 35.5 .04J.0 59.5

2.00 21.0 42.0 34.5 .0293 57.8

5.03 21.0 39.0 31.5 .0190 52.8

10.00 21.0 37.5 30.0 .0136 50.2

20.00 21.0 36.0 28.5 .0097 47.73.O 21.0 2l.O .rJ031 4.460.00 2.0 30.0 22.5 .0059 37.7

120.00 2..0 27.0 19.5 .0042 32.7240.00 21.0 24.5 17.0 .0031 29.5

1440.00 21.0 16.5 11.0 .0013 18.4

DOJEPANO96I 13

JUN22B STS CONSULTNTS 92B 4GB 3312

Laboratory ervces roup

STS CONSULTANTS LID

GRAIN SIZE DISTRIBUTION ASTM 422STS JOB NO 25865DATE 6-2-00IL 96.7 P1 33.8 P1 62.9WC89.l SP.GR 2.65 EST


BORING/SOURCE HOiSAMPLE NUMBER

DEPTH 13114.1

USCS CLASSIFICATION OHSOIL DESCRIPTION DARK GRAY ORGANIC CLAY

ORGANIC CONTENT 5.5

U.S STANDARD

SIEVE OPENINGS IN SIEVE NUMSERS

313 11112345704

100643221426 346R46O0.OOOO

90

80

HYDROMETER

70

Lii

60

50

LU

LU

LU

10

20

LUII.J

40

LU

60

LU

UU Lii

90

1rIr

I0 100 50 10 .5 .1 .05


COBLESGRAVEL SAND

COMEDf Co MEDIUM FINE

SILT OP CLAY

.01 .005 .CQ

DOJEPANO96I 14

JuN@22e8 1Ee5 STS CONSULTNTS 920 469 3312 P.05

STS CONSULTANTS LTD

Project FORT JAMES FOX RIVER SEDIMENTS

Boring/Source HO-i

Sample NumberDepth feet 13.l-14.1UscS Classification CHSoil Description

SIEVE ANADYSIS

DARK GRAY ORGANIC CLAY

ORGANIC CONTENT 5.5

SIEVESIZE

4044

200

PER CENTRETAINED

PER CENTPASSING

100.099.9

98.897.8

HYDROMETER ANALYSIS

GRAIN SIZE DISTRIBUTION ASTM 422

STS Job NoDate

25965

6-2-00

LL 96.7 PL 33.8 P1 62.9

WC 89.1 SP.GR 2.65 EstCu Cc

SAMPLE WEIGHT 53.01 GRAMS

.0

..1

1.0

HYDROMETER SAMPLE WEIGHT 53.01 GRAMS

ELAPSED TEMPERATURE ACTUAL ADJUST GRAIN PER CENTTIME CENTIGRADE READING READNC- SIZE FINER

.50 21.0 52.0 44.5 .0532 84.0

1.00 21.0 51.0 42.5 .0280 82.1

2.00 21.0 50.0 42.5 .0271 80.2

5.00 21.0 46.5 39.0 .0178 73.6

10.00 21.0 44.0 36.5 .0129 68.9

20.00 21.0 39.5 32.0 .0094 0.430.00 21.0 37.0 29.5 .009 55.7

60.00 21.0 32.0 24.5 .0058 46.2

120.00 21.0 28.5 21.0 .0042 39.6

240.00 21.0 23.0 15.5 .0031 29.31440.00 21.0 16.0 8.5 .0013 16.0

DOJEPANO96I 15

JUN22 1605 STS CONSULTANTS 92e 45B 3312 P.S

STS Laboratory Services GroupGRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25965DATE 6-2-00

IL 60.5 PL 27.3 P1 33.2WC 8.5 SP.GR 2.65 EST

STS CONSULTANTS LTD


BORING/SOURCE HC-i

SAMPLE NUMBER

DEPTH 14.115.7

USCS CLASSIFICATION CHSOIL DESCRIPTION DARK GRAY ORGANC CLAY

ORGANIC CONTENT 5.3%

70

LU

60

50

LU

LU

LUa-

10

20

.n Ui-fl-

40

50

60o

LU

LU

90

80

HYDROMETER

U.S STANDARD

SIEVE OPENINGS IN SIEVE NUMBERS

313 111112345704

6432214 36846000000

500 100 50 10 .5 .1 .05


90

COBBLESGRAVEL SAND

CO MED FtNE CO MEDIUM FINE

SILT OR CLAY

.01 .005 .001

DOJEPANO96I 16

JUN22@ 1S5 STS CONSULTANTS 928 4B 3312 P.87

STS CONSULTANTS LTD



5oring/Source HO-i

Sample NumberDepth feet 14.1-15.7USCS Classification CHSoil Descriotion DARK GRAY ORGANIC CLAY


SIEVE ANALYSIS --

SIEVE

SIZE

40100200

PER CENT

RETAINED


HYDROMETER SANLE WEIGHT

PER CENT

PASSING

100.0

99.8

98.6

97

49.41 GRAMS

STS Job No

SAMPLE WEIGMT 49.41 GRAMS

.0

1.1

DateLL 60.5

WC 89.5

Cu

GRA IN

SIZE

0543

.0390.0279

0181

01320096

.0080

.00590043

.0031

.0013

25965

PL 27.3 P1 33.2

SP.GR 2.65 EstCc

PER CENT

NER

86.1

83.080.0

74

67.861.8

55.745.6

37.528.415

ELAPSED TEMPERATURETIME CENTIGRADE

ACTUAL ADJUSTREADING READING

.50

1.00

2.005.00

10.00

20.0030.00

60.00

120 00

240.001440.00

2121.0

2121.0

21.021.0

21.0

21.021.021.0

21.0

50.0

48.5

47.044

41.038.0

35.0

30.026.02.15

42.5

41.039.5

37033.530.5

2722.518.514

7.5

DOJEPANO96I 17

JUN02200 ST CONSULTNT5 920 458 3312 P.OE

STS Laboratory Services GroupGRAIN SIZE DISTRIBUTION ASTM 0422STSJOBNO 25.965DATE 6.2.00IL 117 PL 43.4 P1 73.8WC 37 SP.GR 2.65 EST

STS CONSULTANTS LTD


BORING/SOURCE HC-SAMPLE NUMBER

DEPTH FEET 15.716.7

USCS CLASSIFICATION CHSOiL DESCRIPTION DARK GRAY ORGANIC CLAY


100 ________________

90

80

70

Li

60

50

40I-

30

20

10

500 100 50

STANDARD


1121112345 T04

46 OQ

HYDROMETER

10

20

pI

40

50

600

7r

Id

90

.1 .05

GRAIN SIZE IN MiLLIMETERS

GRAVEL SANDCOBBLES

COiMEDI FINE CO MEDIUMSILT OR CLAY

.01 .005

DOJEPANO96I 18

JUN02-28 STS CONSULTANTS 920 468 3312 P.09

STS CONSULTANTS LTD

GRAIN SIZE DISTRI2TJTION ASTM 422


Boring/Source HC-1

Sample NumberDepth feet 15.7-1E.7USCS Classification CHSoil Description DARK GRAY ORGANIC CLAY

ORGANIC CONTENT 1.7c

SIEVE ANALYSIS

SAMPLE WEIGHT

SI EVE

SIZE

lO40lO02C0

PER CENT

RETAINED

.0

.7

HYDROMETER ANALYSIS

HYDROMETER SAMPLE WEIGHT

PER CENT

PASS ING

100.0

99.3

9591

40.83 GRAMS

40.83 GRAMS

4.03.5

STS Job NO 25965

Date 6-2-00

LL 117 FL 43.4 Fl 73.8

WC 37 SP.GR 2.65 EstCU Cc

GRAIN PER CENTSIZE FINER

.0598 78.4.0426 76.0

.0305 72.3

.0197 66.2

.0141 61.2

.0102 55.1

.0083 53.9

.0060 47.8

.0044 33.1

.0032 2.O

.0013 12.3



50

1.002.00

5.00

10.0020.00

30.0060 00

120.00240.00

1440.00

21.021.021.0

2121.021.0

21.021.0

21.0

2121.0

39.5

38.537.0

34.532.530.0

29.527.0

21.018

12.5

32.0

31.029.527.0

25.0

2219.5

12

115.0

DOJEPANO96I 19

JUN022000 1605 STE CONSULTNTS 920 468 312 P.10

STS Laboratory Services GroupGRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25965DATE 5-2-00LI P1 P1WC 106.7 SP.GR 2.65 EST

STS CONSULTANTS LTD


BORING/SOURCE HC-1

SAMPLE NUMBERDEPTH FEETI iE718.3

USCS CLASSIFICATION SMSOIL DESCRIPTION DARK GRAY ORGANIC SILTY FINE SAND


100

go

60

70

60

50

40

C-

10

STANDARD

SEVE OPENINGS IN SIEVE NUMBERS

3131112345704

643 22 1426 34646000000

HYDROMETER

\i

I\

10

20

30LU

40

50

60

7fILU

go

WIfl

500 100 50 .5 .1 .05 .01 .001


COBBLESGRAVEL SAND

CO MEDj FINE CO MEDIUM FINE

SILT OR CLAY

DOJEPANO96I 20

JUN022000 1605 STS CONSULTANTS 920 468 3312 P.1

STS CONSULTANTS LTD

PER CENTPASS ING

100.0

99.89551.5

DateLL PL 91WC 106 SP.CR 2.65 Est

Cc

MYDROMTER ANALYSIS --


STS Job No 25965



Roring/Source HC-J

Sample NumberDepth feet 16.7-18.3tJSCS Classification SM CuSoil Description DARK GRAY ORGANIC SILTY FINE SAND


SIEVE ANALYSIS --


SIEVE PER CENTSIZE RETAINED

10 .0

40 .2

ioo 3.6

200 44.4

ELAPSED TEMPERATURE ACTUAL ADJUST GRAIN PER CENTTIME CENTIGRADE READING READING SIZE FINER

.50 21.0 27.5 20.0 .0655 35.91.00 21.0 20.0 12.5 .0487 22.52.00 21.0 15.5 5.0 .0354 14.45.00 21.0 12.5 5.0 .0228 9.0

10.00 21.0 11.0 3.5 .0162 6.320.00 21.0 10.0 25 .0115 4.530.00 21.0 9.5 2.0 .0095 3.660.00 21.0 8.5 1.0 .0067 1.8

120.00 21.0 8.0 .5 .0048 .9

240.00 21.0 7.5 .0 .0034 .0

1440.00 21.0 7.5 .0 .0014 .0

DOJEPANO96I 21

P.12JUN-e22O0 1535 515 CONSULTANTS 923 458 3312

STS Laboratory Services GroupGRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25.965DATE 6-2-00LI 168 PL 57.7 P1 110

____ WC 130 SP.GR 2.65 E37

STS CONSULTANTS LTD

PROJECT FORT JAMES FOX RIVER SEDIMENTSBORING/SOURCE HC2SAMPLE NUMBER

DEPTH FEET 9.512USCS CLASSIFICATION CHSOIL DESCRIPTiON DARK GRAY ORGANIC SANDY CLAY


US STANDARD

SIEVE OPENINGS IN SIEVE NUMBERS HYOROMETER

3i3 11

_________________________________________________________

111457O422 14 2A 346 BO 46 00000100 ______________________________________________________

90

801

7u II50

504O

I.

3020

10

l_.J500 100 50 10 .5

GRAIN SIZE MILLIMETERS

GRAVEL SANDC0881 ES

COMED FINE CO MEDIUM FINE

SILT OR CLAY

10

20

30

40

LJJ

50

60o

C-

a-

.01 .005 .001

DOJEPANO96I 22

JUN-022888 1605 STS CON5ULTflNT5 920 468 3312 P.13

STS CONSULTANTS LTD



Boring/Source HC-2

Sample NumberDepth feet 9.5 -12.1USCS Cla5sificationSoil Description

SIEVE ANALYSIS

SIEVESIZE

1040100200

CHDARK GRAY ORGANIC SANDY CLAY


PER CENTPAssNG

100 .0

98.9

95 .9

9892 .6

79.4

39.70 GRANS

PER CENT

RETAINED

.0

.2

6.213 .2

HYDROMETER ANALYSIS


SANPLE WEIGHT 40.15 GS

.0

STS Job No 25965

Date 6-2-00

LL 168 PL 57.7 P1 110WC 130 SP.GR 2.63 EtCU CC


.0634 61.1

.0460 52.3

.0332 44.9

.0216 34.9

.0156 26.2

.0111 21.2

.0092 16.2

0066 6.7.0047 6.2

.0034 2.5

.0014 .0

ELAPSED TEMPE9TURETIME CENTIGRADE


.50

1.00

2.005.00

10.00

20.0030.00

60.00120.00240.00

1440.00

21.0

21.021.021.0

21.021.0

21.0

21.021 .0

21.0

21.0

32.028.5

25.521.518.0

16.0

14

1110.0

8.57.5

24

21.0

16.014

10.5

8.5

6.53.52.5

1.0.0

DOJEPANO96I 23

JUN

STS Laboratory Services GroupGRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25S65DATE 6-2-00LI 136 PL 52.3 P1 84

WC 132.8 SP.GR 2.5EST

STS CONSULTANTS LTD

PROJECT FORT JAMES FOX RiVER SEDIMENTS

BORNS/SOURCE HC-2

SAMPLE NUMBER

DEPTH 12.113.1

USCS CLASSIFICATION CHSOiL DESCRIPTION DAR GRAY ORGANIC CLAY SOME FINE SAND

ORGANIC CONTENT 10

U.S STANDARD

SrEvE OPENINGS IIN.I SIEVE NUMBERS

313 112112345704

43 22 14 23 346 46 040 000

HYDROMETER

too

90

80

60

50

20

10

10

20

ci

30

40

50

60

Li LU

U-I

90

500 100 50 10 .5

GRAIN SIZE IN MiLLIMETERS

COBBLESGRAVEL SAND

COIMED FINE CO MEDIUM FINE

SILT OR CLAY

DOJEPANO96I 24

3UN22588 1687 STS CONEULThNTS 928 468 3312 P.15

STS CONSULTANTS LTD

Project FORT JANES FOX RIVER SEDIMENTS

Boring/Source HC-2

Sample NumberDepth feet 12.1-13.1tJSCS Classification CHSoil Description

HYDROMETER ANALYSIS

100.09992

61.8

HYDROMETER SANLE WEIGHT 44.82 GRAMS


STS Job No 25965

Date 6-2-00

LL 136 PL 52.3 Fl 84

WC 132-8 SP.GR 2.65 EstCu Cc

DARK GRAY ORGANIC CLAY SOME FINE SANDORGANIC CONTENT 10

SIEVE ANALYSIS --

SANLE WEIGHT 42.a2 GRANS

SIEVESIZE

40100p200

PER CENT

RETAINED

.0

.2

6.6

PER CENTPASSING

ELAPSED TEMPERATURE ACTUAL ADJUST GRAIN PER CENT

TIME CENTIGRADE READING READING SIZE FINER

.50 21.0 350 27.5 .0620 61.4

1.00 21.0 32.5 25.0 .0447 55.8

2.00 21.0 28.5 21.0 .0325 46.9

5.00 21.0 24.5 17.0 .0211 38.0

10.00 21.0 21.5 14.0 .0152 32.3

20.00 22.0 19.5 12.0 .0109 26.8

30.00 21.0 17.5 10.0 .0090 22.3

60.00 21.0 14.0 6.5 .0065 14.5

120.00 21.0 12.0 4.5 .0047 10.0

240.00 21.0 10.0 2.5 .0033 5.6

1440.00 21.0 7.5 .0 .0014 .0

DOJEPANO96I 25

JUN022000 160 STE CONSULTANTS 920 468 3312

STS Laboratory Services GroupGRAIN SIZE DISTRIBUTION ASIM 422

DATE 6-2-00

STS JOB NO 25966

L1 713 PL 44.6 P1 68.4WC 716.1 SP.GR 2.65 EST

STS CONSULTANTS LTD


BORING/SOURCE -IC-2

SAMPLE 1JM3ERDEPTH 13i147

USCS CLASSIFICATION CHSOIL DESCRIPTION DARK GRAY ORGANIC CLAY SOME FINE SAND


100

90

80

70

60

50

40

30

20

10

10

20

uiJU

40

50

Ij.J

U1 UJ

90

U.S STANDARD

SIEVE OPENINGS IN SIEVE NUM.ERS

313 111112345704

43 22 14 346 46O 00 000

HYDROMETERIH

500 100 50 10


COSLESGRAVEL SAND

cOMEO FINE CO MEDIUM FINE

SILT OR CLAY

DOJEPANO96I 26

JUN228 1EZ7 STS CONSULTANTS 92 469 3312 P.17

STS CONSULTANTS LTD



Eoring/Source HC-2

Sample NumberDepth feet l3.1-14USCS Classification OH Cu

DARK CRAY ORGANI CLAY SOME FINE SAND


SIEVE ANALYSIS

SIEVE

SIZE

1040100Ti

PER CENTRETAINED

.0

.6

19.1

PER CENTPASS ING

100.0

99.794

75.7



Soil Description

STS Job No 25965

Date 6-2-CC

LL 113 FL 44.6 P1 68.4

WC 116.1 SP.GR 2.65 EstCc




.50 21.0 36.5 29.0 .0612 56.8

1.00 21.0 32.5 25.0 .0447 49.0

2.00 21.0 30.5 23.0 .0320 45.1

5.00 21.0 25.5 18.0 .0210 35.3

10.00 21.0 23.5 16.0 .0150 31.3

20.00 21.0 20.5 13.0 .0103 25.5

30.00 21.0 18.5 11.0 .0090 21.5

60.00 21.0 15.5 8.0 .0065 15.7

120.00 21.0 13.0 5.5 .0046 10.6

240.00 21.0 11.0 3.5 .0033 6.9

1440.00 21.0 7.5 .0 .0014 .0

DOJEPANO96I 27

JUNG222 167 5TS CONSULTANT 92Z 468 3312 18

STS Laboratory Services GroupGRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25965DATE 6-2-00IL 143 PL 55.5 P1 .93.5

WC 173.6 SP.GR 2.65 EST

STS CONSULTANTS LTD


BORING/SOURCE HC-2

SAMPLE NUMBEA

DEPTH FEET 14.715.7

USCS CLASSIFICATION ICH

SOIL DESCRIPTION DARK GRAY ORGANIC SANDY CLAY

ORGANIC CONTENT 12.2

U.S STANDARD


33 11112345704

22 28 6460

hYDROMETER

100

90

80

70

LU

60

50

LU

UI

UI

10

20

LU

50

600

.ln

LU

90

ir1r

500 100 50 10 .5 .1 .05 .01 .005 .001


GRAVEL SANDCOBBLES

COMEDI FINE CO MEDIUM FINE

SILT OR CLAY

DOJEPANO96I 28

JUN-02-2000 1607 STS C0NSULTNT5 920 468 3312 P.19

STS CONSULTANTS LTD

GRPJN SIZE DISTRIBUTION ASTM 422

FORT JAMES POX RIVER SEDIMENTSProjectBoring/Source HC-2

sample NumberDepth feet 14.7-15.7USCS C1asification CHSoil Description DARK GRAY ORGANIC SANDY CLAY


SIEVE ANALYSIS


STS Job No 25965

Date 6-2-00

LL 149 PL 55.5 P1 93.5


SIEVE

SIZE

104010o200

PER CENT

RETAINED

.0

.3

16.215.2

PER CENT

PASSING

100 .0

99.783

68.3


HYDROMETER SAMPLE WEIGHT 49.36 GNS

ELAPSED TEMPERATURE ACTUAL ADJUST GRAN PER CENT


.50 21.0 35.0 27.5 .0620 55.7

1.00 21.0 32.0 24.5 .0448 49.7

2.00 21.0 29.0 21.5 .0324 43.6

5.00 21.0 25.0 17.5 .0211 35.5

20.00 21.0 23.0 15.5 .0151 31.4

20.00 21.0 20.0 12.5 .0109 25.3

30.00 21.0 18.5 11.0 .0090 22.3

60.00 21.0 17.0 9.5 .0064 19.3

120.00 21.0 12.0 4.5 .0047 9.1

240.00 21.0 10.0 2.5 .0033 5.1

1440.00 21.0 7.5 .0 .0014 .0

DOJEPANO96I 29

JUN22O 16Se STS CONSULTNTS 52 468 3312 P.2


STS CONSULTANTS LTD

GRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25965DATE 6-2-00LL 150 PL 53.7 P1 97.2WC 149.2 SP.GR 2.65 EST


BORING/SOURCE HC-2

SAMPLE NUMBER

DEPTH FEET 15.717.3

USCS CLASSIFICATION CHSOiL DESCRIPTION DAR GARY ORGANIC SANDY CLAY


US STANDARD


313 121112345704

43 22 14 26 346 46 Op0 000

HYDROMETER

100

go

80

70

60

50

LL

LJ

C-

10

11

El flt

L1H

20

L.J

.J

40

50

SOo

IIU.i

U.I

500 100 50 10 .5 .1 .05

go



SILT OR CLAYCOE8LESGRAVEL SAND

.01

DOJEPANO96I 30

JuNe228 1E8 LTB CONSULTPNTS 92 468 3312 P.21

STS CONSULTANTS LTD

GRAIN SIZE DISTRIBUTION

ProjectBoring/Source HC-2

Sample NumberDepth feet 15.7-17.3USCS ClassificationSoil Description

SIEVE ANALYSIS --

ASTM 422

SIEVESIZE

10

IT

200

PER CENT

RETAINEDPER CENT

PASSING

10099.8

90.880.8

HYDROMETER ANALYSIS

HYDROMETER SArPLE WEIGHT 45.68 GRAMS

STS Job No 25965FORT JANES FOX RIVER SEDIMENTS

Date 6-2-00LL 150 PL 53.7 P1 97.2

WC 149.2 SP.GR 2.65 EdtCH Cu Cc

DARK GARY ORGANIC SANDY CLAYORGANIC CONTENT 10.6%

45.68 c-MSSANPLE WEIGHT

.0

-1

9.9

ELAPSED TEMPERATURE ACTUAL ADJUST GRAIN PER CENTTINE CENTIGRADE READING READING SIZE FINER

.50 21.0 36.5 29.0 .0612 63.51.00 21.0 335 26.0 .0443 57.02.00 21.0 30.0 22.5 .0322 49.35.00 21.0 25.5 18.0 .0210 39.4

10.00 21.0 23.5 16.0 .0150 35.020.00 21.0 19.0 11.5 .0109 25.230.00 21.0 15.5 8.0 .0091 17.560.00 21.0 12.0 4.5 .0066 9.9

120.00 21.0 9.0 1.5 .0047 3.3240.00 2.1.0 9.0 1.5 .0034 3.3

1440.00 21.0 7.5 .0 .0014 .0

DOJEPANO96I 31

JuNe22z 1E8 STS CONSULTANTS 92 468 3312 P.22


STS CONSULTANTS LTD

GRAIN SIZE DISTRIBUTION ASTM 4221STS .305 NO 25965DATE 6-2-GOLL 73.2 PL P1 44.5WC 88 SP.GR 2.65 EST

PROJECT FORT JAMES FOX RIVER SEOMENTS

BORING/SOURCE HC-2

SAMPLE NUMBER

DEPTH FEET 17.3i8.3

USCS CLASSIFICATION CHSOIL DESCRIPTION DARK GRAY QGANIC CLAY TRACE REDDISH DROWN

SILTY CLAY SEAMS ORGANIC CONTENT 5.5%

U.S STANDARD

SIEVE OPENINGS IN SIEVE NUMER5313 11

111234570443 22 14 28 346 0_P\C 000

HYDROMETER

100

90

80

70

LQ

60

500 100 50 10

II

-120

30

40

50

60

uj

..%.JLI.J

90

100

.5


.1 .05

CO5BLESGRAVEL SAND


SILT OR CLAY

.01 .005 .001

DOJEPANO96I 32

JUN822 1E8 STS CONSULTANTS 82 468 3312 P.23

STS CONSULTANTS LTD


Project FORT JAMES FOX RIVER SEDIMENTS STS Job No 25965

Boring/Source iC-2 Date 6-2-00

Sample Number LL 73.2 PL 28.7 P1 44.5

Depth feet 17.3-183 NC 88 SP.GR 2.65 EsttJSCS Classification CH Cu CcSoil Description DARK GRAY ORGANIC CLAY TP.ACE REDDISH BROWN

SILTY CLAY SEAMS ORGANIC CONTENT 5.5%

SIEVE ANALYSIS

EVE

SIZE

4010O200

6.316.1

PER CENTPASSING

100.099.8

93-577.4



PER CENT

RETAINED

.0

HYDROMETER SAMPLE WEIGHT 50.13 GRAIS



.50 21.0 33.5 2.0 .0627 51.9

1.00 21.0 31.0 23.5 .0452 46.9

2.00 21.0 29.0 21.5 .0324 42.9

5.00 21.0 26.0 16.5 .0209 36.9

10.00 21.0 23.5 16.0 .0150 31.9

20.00 21.0 20.5 13.0 .0108 25.9

30.00 21.0 19.5 12.0 .0089 24.0

60.00 21.0 16.0 8.5 .0064 17.0

120.00 21.0 13.0 5.5 .0046 11.0

240.00 21.0 11.0 3.5 .0033 7.0

1440.00 21.0 3.0 .5 .0014 1.0

DOJEPANO96I 33

JUN220 16E STS CONSULTPNTS S2 458 3312 P.24


515 CONSULTANTS LTD

GRAIN SIZE DISTRIBUTION IASTM 422STSJOBNO 25.955DATE 6-2-00LL 81.8 PL 30.8 P1 51WC 81.9 SP.GR 2.65 EST

PROJECT FORT JAMES FOW RIVER SEDIMENTS

BORING/SOUPCE RC -3

SAMPLE NUMBER

DEPTH FEET 10.7S I3USCS CLASSIFICATION ICH

SOIL DESCRITION DARK GRAY ORGANIC SILTY CLAY LITTLE SAND


US STANDARD

SIEVE OPEMNOS IN SIEVE NUMBERS

313 1121112345704322 i4 28 346 460 0..OO00

HYDROMETER

100

go

80

I-70

uJ

60

50

LU

40

LJ

U.J

10

PH 20

LU

40

600

7rIL

U4.J LU

500 100 50 10

90


GRAVEL SANDCOBBLES

COIMEDI FINE CO MEDIUM FINE

SILT OR CLAY

DOJEPANO96I 34

TS CONSULTNTS 20 468 3t2 P.25

STS CONSULTANTS LTD

Project FORT JAMES POW RIVER SEDIMENTS

Boring/Source HC-3

Sample NumberDepth feet 10.7-tJSCS Classification CH Cu Cc

Soil Description DARK GRAY ORGANIC SILTY CLAY LITTLE SAND


SIEVESIZE

IT

40100200

PER CETT

R.ETAI ND

.0

.3

9.29.6

PER CENTPASSING

100 ..0

99.790.580.8

HYDROMETER ANALYSIS



STS Job No 25965

Date 6-2-00

LL 81.8 PL 30.8 P1 51

WC 81.9 SP.GR 2.65 Est

SIEVE ANALYSIS





.50 21.0 52.0 44.5 .0532 71.0

1.00 21.0 50.0 42.5 .0384 67.8

2.00 21.0 48.5 41.0 .0275 65.4

5.00 21.0 45.5 38.0 .0179 60.6

10.00 21.0 43.0 35.5 .0130 56.6

20.00 21.0 40.0 32.5 .0094 51.8

30.00 21.0 37.5 30.0 .0078 47.9

60.00 21.0 33.0 25.5 .0057 40.7

120.00 21.0 28.5 21.0 .0042 33.5

240.00 21.0 25.0 17.5 .0030 27.9

1440.00 21.0 13.0 10.5 .0013 16.8

DOJEPANO96I 35

JUN22000 1609 STS C0NSULTNTS 920 468 332 P.26

STS Laboratory Services Group______ GRAIN SIZE DISTRIBUTION ASTM 422

STSJOBNO 25.965

DATE 6-1-00

LI. 62.7 PL 24 P1 38.6WC 55.8 SP.GR 2.65 EST

STS CONSULTANTS LTD

PROJECT FORT JAMES FOX RIVER SEDiMENTS

BORING/SOURCE HC-3

SAMPLE NUMBER

DEPTH FEET 13.314.5

USCS CLASSIFICATION CHSOIL DESCRIPTION DARK GRAY ORGAiC SILTY CLAY LITTLE FINE

SAND ORGANIC CONTENT 3B

u.s STANDARD

SIEVE OPENINGS IN SIEVE NUMBERS HYDROMETER

33 112fl 23457846432214 Z8 346600 00

100

10

6020

70 30

60 4O

4O608

30 7OC.

20II II II II II

10go

500 100 50 10 .5 .1 .05 .01 .005 .001


GRAVEL SANDCOBBLES


SILT OR CLAY

DOJEPANO96I 36

JUN22e 1.6 STS C0N5ULTNTS 920 468 312 P.27

STS CONSULTANTS LTD


Boring/Source HC-3

Sample NumberDepth feet 13.3-14.5USCS Classification CHSoil Description DK GRAY ORGANIC SILTY CLAY LITTLE FINE

SAND ORGANIC CONTENT 3.8

SIEVE ANALYSIS --

SIEVE

SIZE

200

PER CENTRETAI NED

.0

1.113

PER CENT

PASSING

100 .0

99.998.884.9


HYDROMETER SAMPLE WEIGHT 48.90 GRNS


STS Job No 25965

Date 6-1-00LL 62.7 PL 24.1 P1 38WC 65.8 SP.GR 2.65 EstCu Cc



TIME CENTIGRkDE READING READING SIZE FINER

.50 21.0 44.0 36.5 .0575 74.7

1.00 21.0 41.0 33.5 .0417 68.5

2.00 21.0 39.5 32.0 .0299 65.5

5.00 21.0 37.0 29.5 .0193 60.4

10.00 21.0 34.5 27.0 .0139 55220.00 21.0 32.5 25.0 .0100 51.2

30.00 21.0 31.0 23.5 .0082 48.1

60.00 21.0 275 20.0 .0060 40.9

120.00 21.0 23.5 16.0 .0043 32.7

240.00 21.0 21.0 13.5 .0031 27.6

1440.00 21.0 16.0 8.5 .0013 17.4

DOJEPANO96I 37

JUN228 15a STS CONSULTNTS 92 468 3312 P.28


STS CONSULTANTS LTD

GRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25$55DATE 6-1-00LI 57 P1 23.2 P1 33.8WC 59.8 SP.GR 2.65 EST


BORING/SOURCE IC-3

SAMPLE NUMBERDEPTh 14.5159

USCS CLASSIFICATION Cfri

SOIL DESCRIPTION DARI GRAY ORGANIC SILTY SANDY CLAY

ORGANIC CONTENT 494

U.S STANDARD


313 112111234 704

64322 28 3464600 000

HYDROMETER

100

90

80

70CD

60

SD

UI

C-

20C-

10

10

20

40

50

600

IU

UI.1

90

100

.001500 100 50 10 .5 .1 .05


GRAVEL SANDCOBBLES

COHEDI FINE CO MEDIUM FINE

SILT OR CLAY

.01 .005

DOJEPANO96I 38

JUN022000 O9 STB CONSULTnNTS 920 468 3312 P.29

STS CONSULTANTS LTD


Project FORT JAMES FOX .IVER SEDIMENTS

Boring/Source MC-3

STT1p1C Nutnher

Depth feet 14.-15.9TJSCS Classification CH CuSoil Description DARK GRAY ORGANIC SILTY SANDY CLAY

ORGANIC CONTENT 4.8

SIEVE ANALYSIS

SIEVESIZE

40

200

PER CENT

RETAINED

.0

.1

24

174

PR CENT

PASSING

100 .0

99.905.2

67


HYDROMETER SAMPLE WEIGHT 61.86 GRANS

STS Job

DateLL 57

WC 69.8

No 259656-1-00

PL 23.2 P1 335SP.GR 2.65 Est

Cc




.50 21.0 45.5 33.0 .05G 61.5

1.00 21.0 43.0 35.5 .0410 57.4

2.00 21.0 39.6 32.0 .0299 51.8

5.00 210 36.0 28.5 .0194 46.1

10.00 21.0 33.5 26.0 .0140 42.1

20.00 21.0 30.0 22.5 .0102 36.4

30.00 21.0 28.0 20.5 .0084 33.2

60.00 21.0 24.0 16.5 .0061 26.7

120.00 21.0 20.0 12.5 .0044 20.2

240.00 21.0 18.0 10.5 .0032 17.0

1440.00 21.0 14.0 6.5 .0013 10.5

DOJEPANO96I 39

JuN022000 1610 STS CONSULTPNTS 920 468 3312 P.30

STS Laboratory Services GroupGRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25565DATE 6-1-00

LL 53.5 PL 23.3 P1 29.6

WC 47 SP.GR 2.65 EST

SIS CONSULTANTS LTD


BORING/SOURCE HC-3

SAMPLE NUMBEP

DEPTH FEET 15.917.0

USCS CLASSIFICATION CHSOIL DESCR1PTION DARK GRAY ORGANIC SILTY CLAY SOME FINE SAND

ORGANIC CONTENT 26X

U.S STANDARD

SIEVE OPENINGS IN SIEVE NUMBESS

313 1121112345704

22 14 28 346 450 00 000

HYDROMETER

100

go

80

60

50

I-

UJ

10

10

20

I\ Li.J

50

600

LIj

JIJ

go

500 100 50 13 .5


GRAVEL SANDSILT OR CLAYCOBBLES

CO MED FINE CO MEDIUM FINE

.1 .05 .01 .005 .001

DOJEPANO96I 40

JUNe22000 16L0 5T5 CONSULTNTS 920 458 3312 P.31

STS CONSULTANTS LTD

Project FORT JAMES FOX RIVER SEDIMENTSBoring/Source HC-

Sample NumberDepth feet 15.9-J.7.0USCS Classification CMSoil Description DARK GRAY ORGANIC SILTY

ORGANIC CONTENT 2.6

SIEVE ANALYSIS

SIEVE

SIZE

1040l00p200

PER CENT

RETAINED

.0

1.719.1

PER CENT

PASINC

100.099.998.2

79

FYDROMETER ANALYSIS --



STS Job NO 25965Date 6-1-00LL 53.5 PL 22.9 P1 29.6WC 47 SP.GR 2.65 EstCu Cc

CLAY SOME FINE SAND



.50 21.0 48.0 40.5 .0554 65.51.00 21.0 44.0 36.5 .0406 59.02.00 21.0 41.5 34.0 .0294 55.05.00 21.0 38.0 30.5 .0191 49.3

10.00 21.0 35.5 23.0 .0138 45.320.00 21.0 33.0 25.5 .0099 41.230.00 21.0 31.5 24.0 .0082 38.860.00 21.0 27.5 20.0 .0060 32.3

120.00 21.0 23.5 16.0 .0043 25.9240.00 21.0 21.0 13.5 .0031 21.8

1440.00 210 2.4.0 6.5 .0013 10.5

DOJEPANO96I 41

JUN220 1S1 STS CON5ULTNTE S2 468 3312 P.32

GRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25965DATE 6-1-00IL 703 PL 38.8 P1 64.3WC 102.8 SP.GR 2.65 fiST

POJECT FORT JAMES FOX RIVER SEDIMENTS

BORING/SOURCE HC-3SAMPLE NUMBERDEPTI 17.0 15.0

USCS CLASSIFICATION OISOIL DESCRIPTION DARK GRAY BROWN ORGANIC CLAYEY SILT LITTLE

FINE SAND ORGANIC CONTENT 7.3Z

90

60.L

70

60

50

40

a-

LL


STS CONSULTANTS LTD

100

U.S STANDARD


313 1121112345704

43 22 14 26 346 46 OQO COD

HYD ROME TER

10

II ii NH

10

500

20

I1

40

600I-

70

C-

90

100 50 10 .5


COBBLESGRAVEL SAND

CO MED FINE CO MEDIUM FINE

SILT OR CLAY

DOJEPANO96I 42

JUN22 t61 STS CONSULTPNTS 928 468 3312 F.33

STS CONSULTANTS LTD

SIEVESIZE

t.L

100p200

PER CENT

RETAINEDPER CENT

PASS ING

100 .0

99.469.882

HYDROMETER ANALYSIS

HYDROMETER SAMPLE WEIGHT 51.61 GR.ANS

GIN SIZE DISTRISUTION ASTM 422


Boring/Source HC-3 Date 6-1-00

Sample Number LL 103 PL 38.8 P1 64.3

Depth feet 17.0-18.0 WC 102.8 SP.GR 2.65 LetUSCS Classification OH Cu CcSoil Description DARK GRAY BROWN ORGANIC CL.LAYEY SILT LITTLE

FINE SAND ORGANIC CONTENT 7.3%-

SIEVE ANALYSIS

SANPLE WEIGHT 51.61 GPNS

.0

.6

9.56.9



2.00 21.0 30.0 22.5 .0322 43.6

5.00 21.0 29.5 22.0 .0204 42.7

10.00 21.0 28.5 21.0 .0245 40.7

20.00 21.0 27.5 20.0 .0104 38.8

30.00 21.0 24.5 17.0 .0086 33.0

60.00 21.0 23.0 15.5 .0062 30.1220.00 21.0 18.0 10.5 .0045 20.4

240.00 21.0 15.5 8.0 .0032 15.51440.00 21.0 11.5 4.0 .0013 7.8

DOJEPANO96I 43

P.34JUNe22oo 10 5T5 CONSULTPNTS 920 469 312

STS Laboratory Services GroupGRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25965DATE 6-2-00LL 793 PL 59.7 P1 133WC 283 SP.GR 2.65 EST

STS CONSULTANTS LTD


BORING/SOURCE HC-4

SAMPLE NUMBER

DEPTH FEET 9.5105

USCS CLASSIFICATION OHSQL DESCRIPTION DAPJ GRA ORGANIC SILT SOME SAND


U.S STANDARD


313 111112345704

22 28 346 0000000

-IYDROMETER

133

90

60

70

LU

60

50ccLU

LU 40

LU

LU

10

I\Il

10

20

LU.LJ

40

50

60

I-

IV ILl

LU

go

100

.001500 100 50 ià .5


.1

GRAVEL SANDCOBBLES

COIEDI FINE CO MEDIUM FINE

SILT OR CLM

.01 .005

DOJEPANO96I 44

JUN@22ZZ 1611 STS CONSULTNTS 928 468 3312 P.35

STS CONSULTANTS LTD

GRAIN SIZE DISTRI2UTION ASTM 422


Boring/Scurce 40-4

Sample NumberDepth feet 9.5-lD.SUSCS Classification OH CuSoil Description DARK GRAY ORGANIC SILT SOME SAND


SIEVE ANALYSIS

SIEVESIZE

10

1002Q0

PEP CENTRETAINED

.0

1.5

10.1



PER CENTPASS INC

10098.5

85.5_75 .4

51.95 GRAMS

STS Job

DateLL 193WC 283


No 25965E-2-00

FL 59.7 P1 133SP.GR 2.65 Est

Cc

PER CENTPINER

63

59.7

53.947.241.4

34

26.014

8.7

4.81.0



.50

1.00

2.005.00

10.0020.0030.00

60.00

120.00240.00

1440.00

21.0

21.021.0

21

2121.0

21.021

21.021.021.0

40.5

38.535.5

32.029.025.5

21.025.0

1210.0

9.0

GRAINSIZE

.0593

0426

.0309

.0200

.0145

.0105

.0098

.00650047

.0033

.0014

33

32.028.0

24.521.518.0

13

7.5

4.52.5

-5

DOJEPANO96I 45

JUN22 1511 ETS CONSULTANTS 92 468 3312 P.35


STS CONSULTANTS LTD

GRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25965DATE 6-2-00LL 175 PL 66.4 Pt 709WC211.9 SP.GR 2.65 EST


BORING/SOURCE HC-4

SAMPLE NUMBERDEPTH FEET 10.511.9

USCS CLASSIFICATION CHSOIL DESCRIPTION DARK GRAY ORGANIC CLAY


NVDROMETER

100

90

80

70

60

50

U.J

10

10

U.S STANDARD


313 112

10 .5

0-RAIN SiZE IN MILUMETERS

20

60o

TJ Uj

IIJ

500 i00 50

90

GRAVEL SANDSILT OR CLAYCOB5LES

cOIMED FINE CO MEDIUM FINE

DOJEPANO96I 46

JUNe22800 1611 STS CONSULTANTS 928 468 3312 P.3

STS CONStJLTANTS LTD



Boring/Source HC-4

Sample NumberDepth feet 105-1l.9USCS Classification CHSoil Description DARK GRAY ORGANIC CLAY


SIEVE ANALYSIS


STS Job No 25965

Date 6-2-00

LL 2.75 Nj 66.4 21 109WC 211.9 SP.GR 2.65 EstCu Cc

SIEVESIZE

1040p100200

PER CENT

RETAINED

.0

2.3 .2

9.1

PER CENTPASSING

100.099.5

66.377.2

HYDROMETER ANALYSS --

MYDROMETER SAMPLE WEIGHT 42.96 GRAMS



2.00 21.0 28.0 20.5 .0326 47.7

5.00 21.0 27.0 19.5 .0208 45.4

10.00 21.0 26.0 18.5 .0148 43.1

20.00 21.0 25.0 17.5 .0105 4030.00 21.0 22.5 15.0 .0087 34.9

60.00 21.0 16.5 9.0 .0064 21.0

120.00 21.0 14.0 6.5 .0046 15.1

240.00 21.0 11.0 3.5 .0033 8.2

1440.00 21.0 3.0 .5 .0014 1.2

DOJEPANO96I 47

JUNe22e8 1512 SIS CONSULTNTS S2 468 332 P.38

STS Laboratory Services GroupGRAIN SIZE DISTRIBUTION IASTM 422STSJOBNO 25.955DATE 6-2-00LL 126 PL 52.7 P1 73.3WC 316 SP.GR 2.65 E.ST

STS CONSULTANTS LTD


BORING/SOURCE HC-4SAMPLE NUMBER

DEPTH EET1 1192.9

USCS CLASSIFICATION OHSOIL DESCRIPTION DARK GRAY OSGANC SANDY SILT

ORGANIC CONTENT 2D.1

U.S STANDARD

SIEVE OPENINGS IN SiEVE NUMBERS HYDROMETER

313 11711247Q4Q100

643221426 3A68046Oö0ö0000

go 10

20

70 ii40

50LU

40 60c

TOC.

2O 80Ui

II II II10 go

100

500 100 50 10 .5 .1 .05 .01 .005 .001


GRAVEL SANDCOBBLES

IMEDI FINE CO MEDIUM FINE

SILT OR CLAY

DOJEPANO96I 48

JUN822Z0 16 12 STS CONSULTANTS 920 459 3312 P.39

STS CONSULTANTS LTD


Project FORT JAMES FOX RIVER SEDIMENTSBoring/Source HC-4

Sample NumberDepth feet ll.9-12.9tJSCS Classification OHSoil Descript.on DARK GRAY ORGANIC SANDY SILT

ORGANIC CONTENT 20.1%-

SIEVE ANALYSIS --

SIEVESIZE

10

100200

PER CENT-rTh_S.Z

.0

3.4

19.9

10.9

PER CENT

PASSING

100 .0

96.690

71.0

60.1






STS Job NoDateLL 126WC 316

Cu

25965

6-2-00

PL 52.7 Fl 73.3

SP.GR 2.65 EstCc

SAMPLE WEIGHT 55.29 GMS

.50 21.0 39.0 31.5 .0600 57.0

1.00 22.0 37.5 30.0 .0430 54.3

2.00 21.0 36.0 28.5 .0307 51.6

5.00 21.0 33.5 26.0 .0193 47.1

10.00 21.0 32.0 24.5 .0142 44.3

20.00 21.0 29.0 21.5 .0102 38.9

30.00 21.0 28.0 20.5 .0094 37.1

60.00 21.0 24.5 17.0 .0061 30.8120.00 21.0 21.0 13.5 .0044 24.4

240.00 21.0 18.5 11.0 .0032 19.9

1440.00 21.0 14.5 7.0 .0013 12.7

DOJEPANO96I 49

JuNe22e j5 STE CONSULTPNTS 468 3312 P.4

STS Laboratory Services GroupGRAIN SIZE DISTRIBUTION ASTM 422

DATE 62gO2P1 25.8LL 44 PL

STS JOB NO 25.965

WÔ 36 SP.GR 2.55 EST

5T5 CONSULTANTS LTD


BORING/SOURCE HC-4

SAkAPLE NUMBER

DEPTH FEET 12.914.1

USCS CLASSIFICATIONJ CHCLSOIL DESCRIPTION DARK GRAY ORGANIC CLAY WITH REDDISH BROWN

SILTY CLAY ORGANtC CONTENT 3.5

10

20

.r

40

50

60

C-

LU

90

100

.001

U.S STANDARD

SIEVE OPENINGS IN SIEVE NUM8ERS

1- 11143 22 14 34680450000000

HYDROMETER

100

90

80

70

LU

60

500 100 50 10 .5 .1 .05


COBBLESGRAVEL SAND


SILT OR CLAY

.01 .005

DOJEPANO96I 50

JUN-022 1612 STS C0NSULTNT5 92e 463 3312 P.41

STS CONSULTANTS LTD


SIEVE ANALYSIS

SAMPLE WEIGHT 53.47 GPMS

EVESIZE

3/2

100200

PER CENTRETAINED

.0

1.51.1

9.415

HYDROMETER ANALYSIS


PER CENTPASSING

100 .0

98.8

97.396.1

86.770.7

52.00 GR.MS

Project FORT JAMES FOX RIVER SEDIMENTS STS Job

Boring/Source HC-4 DateSample Number LL 44

Death feet 12.9-14.1 WC 36USCS Classification CE Cc CuSoil Description DARK GRAY ORGANIC CLAY WITH REDDISH

SILTY CLAY ORGANIC CONTENT 3.5

No 259656-2-00

PL 18.2 P1 25.8SP.GR 2.65 Est

CcBROWN

PER CENTFINER

64

62.7

59.9

5755.252.4

48.744

38.43423.4

ELAPSED TE.MPERTURETIME CENTIGRADE


.50

1.002.00

5.0010.0020.00

30.0060.00

120 .00

240.001440.00

21.021.0

212121.0

21.02121.021.021021.0

42

41.0

39.5

38.037.035.5

33.531.528.026

20.0

GRAINSIZE

0585

0417

0299

0191.0136.0098

00810058

.0042

.0030

.0013

34.5

33.5

32.0

30.529.5

28.0

26.0

20.5

18.512.5

DOJEPANO96I 51

JUN228 1513 STS C0NSULTNTS S2 468 3312 P.42


STS CONSULTANTS LTD

GRAIN SIZE DISTRIBUTION ASTM 422STS JOB NO 2565DATE 6-2-00LL 3.9.6 PL 15.3 P1 24.3WC 36.8 SP.GR 2.65 EST


BORING/SOURCE HC-4

SAMPLE NUMBER

DEPTH 14.1158

LJSCS CLASSIFICATION CLSOIL DESCRIPTION REDDISH BROWN SILTY CLAY TRACE ORGANICS

ORGANIC CONTENT i77

80

70

60

50

LU

40

LU

LUC-

10

20

LU

40

60o

IL LJJ

LU

go

100

go

HYDROMETER

U.S STANDARD


3i3 111112345704

43 22 14 28 3A6 460 0000

10

500 100 50

GRAIN SE IN MILLIMETERS

GRAVEL SANDSILT OR CLAYCOBBLES

cOIMEDI FINE CO MEDIUM FINE

.1 .05 .01 .005 .001

r1n

DOJEPANO96I 52

3UN0228e8 tE13 STS CONSULTNTS 928 458 3312 P.43

STS CONSULTANTS LTD


ProjectBoring/SourceSample NumberDepth feet 14.1tJSCS ClassificationSoil Description

-15.8CLREDDISH BROWN SILTY CLAYORGANIC CONTENT 1.7

STS Job No. 259G5Date 6-2-00

LL 29.6 PL 15.3 P1 24.3WC 36.8 SP.GR 2.65 EstCu Cc

TRACE ORC-ANICS

SIEVE ANALYSIS --

40100200

PER CENT

RETAINED

.0

.6

.2

2.3

1.1

PER CENT

PASSING

100.0

99.499.3

97.095.9

HYDROMETER ANALYSIS


FORT JAMES FOX RIVER SEDIMENTSHC-4

SAMPLE WEIGHT

SIEVE

SIZE

53.80 GRAMS


.50 21Q 57.5 51.5 .0500 951.00 21.0 57.0 51.0 .0356 94.92.00 21.0 56.5 50.5 .0253 93.95.00 21.0 56.0 50.0 .0161 93.0

10.00 21.0 S55 49.5 .0114 92.120.00 21.0 53.5 47.5 .0033 88.330.00 21.0 51.5 45.5 .0069 84.660.00 21.0 48.0 42.0 .0051 78.1

120.00 21.0 44.0 38.0 .0037 70.7240.00 21.0 39.0 33.0 .0027 61.4

1440.00 21.0 28.0 22.0 .0012 40.9

DOJEPANO96I 53

JuN52eo 1156 SIS CONSULThNTS 92e4583312 2/3

STS Laboratory Services GroupGRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25965DATE 6-2-QOLL 40.9 P1 1.9 P1 25WC 27.3 SP.GR 265 ESTI-

STS CONSULTANTS LTD

PROJECT FORT JM..1ES FOX RIVER SEDIMENTSBORING/SOURCE HC4SAMPLE NUMBERDEPTH 15.8 15.8

LJSCS CLASSIFICATION CLSOIL DESCRIPTION REDDISH BROWN SLTY CLAY TRACE ORGANICS

ORGANIC CONTENT 12%

U.S STANDARD

SIEVE OPENINGS IN SIEVE NUMBERS HYDROMETER313 11

11

100 ______________________________________________43 22 14 28

_______

60

50

LIJ

608

II II 70

2010

go

Ii IL500 100 50 10 .5 .1 .05 .01

GRA SIZE IN MILLIMETERS

GRAVEL SAND

HOBBLES MED FINE CO MEDW FINE

SILT OR CLAY

.001

DOJEPANO96I 54

JUN52 U.56 STS CONSULTNTS 9284683312 83/83

STS CONSULTANTS LTD


Proj ectBoring/Source HC-4

Sample NumberDepth feet 15.8-1G.8USCS ClassificationSoil Description

1040100200

HYDROMETER ANALYS


TOTL P.83

FORT JAMES FOX RIVER SEDIMENTS STS Job NoDate

SIEVE ANALYSIS

259656-2-00

LL 40.9 PL 15.9 P1 25

WC 27.3 SP.GR 2.65 Est


SIEVE PER CENT PEP CENTSIZE RETAINED PASSING

.0

1.7

.9

CL Cu CcREDDISH BROWN SILTY CLAY TRACE ORGANICSORGANIC CONTENT l.2


100.099.6

97.997

.50 21.0 59.0 53.0 .0491 91.01.00 21.0 58.5 52.5 .0349 90.12.00 21.0 58.0 52.0 .0248 89.35.00 21.0 57.0 51.0 .0159 87.6

10.00 21.0 56.0 50.0 .0114 85.920.00 21.0 53.5 47.5 .0083 81.630.00 21.0 53.0 47.0 .0068 80.760.00 21.0 49.0 43.0 .0050 73.8

120.00 21.0 44.5 38.5 .0037 66.1240.00 21.0 39.0 33.0 .0027 56.7

1440.00 21.0 27.0 21.0 .0012 36.1

DOJEPANO96I 55

JUN22 1513 STS CONSULTRNTS S2 468 331 P.44


FORT JAMES FOX RIVER SEDIMENTS

GRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25965DATE 6-2-00LL 50.3 PL 17.5 P1 32.8WC 48.2 SP.GR 2.65 EST

10

LJ

40

50

60

ILl LU

LU

90

STS CONSULTANTS LTD

PROJECT

BORING/SOURCE HC-4

SAMPLE NUMBER

DEPTH 15.817.5

USCS CLASSIFICATION OHSOIL DESCRITION REDDISH SROWN SILTY CLAY TRACE ORGANICS

ORGANC CONTENT 1.8%

U.S STANDARD

SIEVE OPENNGS IN SIEVE NUMBERS

313 1121112345704

43 14 28 346 0040000103

90

60

70

60

50

40

30

20

10

Gk\

500 100 50

HYDROMETER

10 .5

GRAIN SIZE IN MtLIMETERS

.1.05 .01 .005

COSBLESGRAVEL SAND

CO ME0 flNE CO MEDIUM FINE

SILT OR CLAY

.001

DOJEPANO96I 56

JuN822 1613 STE C0NSULTNTS 92 468 3312 P.45

STS CONSULTANTS LTD


Sample NumberDepth feet lG.8-17.5USCS C1assifiction CHSoil Descr.ption REDDISH EROWN SILTY CLAY

ORGANIC CONTENT

PER CENTRETAINED

PER CENTPASSING

100.099

96.685.3

STS Job No 25965

Date 6-2-00LL 50.3 PL 17.5 P1 32.8WC 48.2 SP.GR 2.65 EstCu Cc

TRACE ORGAN CS

HYDROMETER ANALYSIS

HYDROMETER SA.MPLE WEIGHT 52.96 GRAMS

C-RAIN SIzE DISTRIBUTION ASTM 422

SIEVE ANALYSIS


SIEVE

SIZE

10 .0

40 .1

p100 3.3

200 11.3


.50 21.0 47.5 40.0 .0556 75.61.00 21.0 46.0 38.5 .0399 72.72.00 21.0 45.0 37.5 .0285 70.8

5.00 21.0 42.5 35.0 .0184 66.110.00 21.0 40.0 32.5 .0133 61.420.00 21.0 36.5 29.0 .0037 54.830.00 21.0 36.0 28.5 .0079 53.860.00 21.0 32.0 24.5 .0058 46.3

120.00 21.0 28.0 20.5 .0042 38.7240.00 21.0 25.0 17.5 .0030 33.1

1440.00 21.0 18.5 11.0 .0013 20.8

DOJEPANO96I 57

JUN-e22 614 STS CONSULTANTS 92@ 468 33i.2 P.46

STS Laboratory Services GroupGRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25965DATE 6-2-00IL 161 P1 62 P1 0.9

WC 223 SP.GR 2.65 EST

STS CONSULTANTS LTD


BORING/SOURCE HC5SAMPLE NUMBER

DEPTH FEET 10.912.2

USCS CLASSIFICATION CHSOIL DESCRIPTION DARN GRAY ORGANIC CLAY LITTLE FINE SAND

ORGANIC CONTENT 11.4Z

U.S STANDARD


313 112-- 1145784

10064322 00

90 10

80 20

c2

70 L3oII6O

so

LI.J

6O

LW

2010 90

100

500 100 50 10 .5 .1 .05 .01 .005 .001

GRAIN SIZE IN MILLrMETERS

COBBLESGRAVEL SAND

COIMED FINE CO MEOIUM FINE

SILT OR CLAY

DOJEPANO96I 58

3UN22 1614 STS CON5ULTNTS 92 468 3312 P.4W

STS CONSULTANTS LTD

STS Job

DateLL 161

WC 223

CuCLAY LITTLE FINE

11.4

No 259656-2-DO

PL 62 PT 99

SP.GR 2.65 EstCc

SAND

SIEVE ANALYSIS --

SAIPLE WEIGHT

EVEZE

104Ott

20O

PER CENTPASSING

100.0

99

93 .2

80.8



ASTM 422GRAIN SIZE DISTRIBUTION


Boring/Source HC-

Sample NumberDepth feet 10.9-12.2USCS Classification CHSoil Description DARK GRAY ORGANIC

ORGANIC CONTENT

37.72 GRAMS

PER CENT

RETAINED

.0

6.712.4



.50 21.0 35.0 27.5 .0620 72.9

2.00 21.0 30.5 23.0 .0320 61.0

5.00 21.0 26.0 18.5 .0209 49.1

10.00 21.0 2t.0 16.5 .0150 43.8

20.00 21.0 19.5 12.0 .0109 31.6

30.00 21.0 16.5 9.0 .0091 23.9

60.00 21.0 13.5 6.0 .0065 15.9

120.00 21.0 12.5 5.0 .0046 13.2

240.00 21.0 11.5 4.0 .0033 10.6

1440.00 21.0 11.0 35 .0014 9.3

DOJEPANO96I 59

JUN222Z 54 STE CONSULTNTS S2 468 3312 P.48

STS Laboratory Services GroupGRAIN SIZF DISTRIBUTION ASTM 0422STSJOBNO 25955DATE 6-2-00IL 177 P1 60.1 P1 176WC 255.1 SP.GR 2.65 EST

STS CONSULTANTS LTD


8ORING/SOURCE HC-5

SAMPLE N.JMEP

DEPTH 12.213.5

LSCS CLASSIFICATION CHSOIL DESCRIPTION DARK GRAY ORGANIC CLAY SOME FINE SAND


too ______

go

80

70

LU

60

50

LU

20

10

US STANDARD


313 11112345704

43 22 14 28 346 46OOO_000

HYDROMETER

10

20

rI

40

600

7tIJ LU

80

go

500 100 50 10

GRAIN SE IN MILLIMETERS

O2LESGRAVEL SAND

CO MED FINE CO MEDIUM FNESILT OR CLAY

DOJEPANO96I 60

JUN-228 1614 STS CONSULTANTS 28 458 3312 P.45

STS CONSULTANTSr LTD


Project FORT JAMES FOX RIVER SEDIMENTSBoring/Source C-5Sample NumberDepth feet 12.2-13.5USCS Classification OH CuSoil DescriDtion DARK GRAY ORGANIC CLAY SOME FINE SAND

ORGANIC CONTENT 19.6w

SIEVE ANALYSIS

SIEVESIZE

10

j.0O

200

PER CENTRETAINED

.0

13

6.4

PER CENTPASSING

100.099.5

86.578.2

HYDROMETER ANALYSIS


STS Job No 25965Date 6-2-00LL 177 PL 60.1 P1 116WC 265.1 SP.GR 2.65 Eat

Cc



.50 21.0 40.0 32.5 .0595 67.11.00 21.0 27.5 30.0 .0430 62.02.00 21.0 34.5 27.0 .0311 55.85.00 22.0 30.5 23.0 .0203 47.5

10.00 21.0 27.0 19.5 .0147 40.320.00 21.0 22.5 15.0 .0107 31.030.00 21.0 17.5 10.0 .0090 20.760.00 21.0 13.0 5.5 .0066 11.4

120.00 21.0 12.0 4.5 .0047 9.3240.00 21.0 11.5 4.0 .0033 6.3

1440.00 21.0 10.0 2.5 .0014 5.2

DOJEPANO96I 61

JUN22O 161.4 STS C0NSULTNTS 92 468 3312 P.52

STS Laboratory Services Group______ GRAIN SIZF DISTRIBUTION ASTM 422

STSJOBNO 25965DATE 6-2-00LL 148 P1 47.7 P1 100WC 218 SP.GR 2.65 EST

STS CONSULTANTS LTD


BORING/SOURCE HC-5

SAMPLE NUMBER

DEPTH 13.5l1.5

USCS CLASSIFICATION CkSOIL DESCRlPTION DARK GRAY ORGANIC SILTY SANDY CLAY

ORGANIC CONTENT 14.2Z

U.S STANDARD


313 fl2345 4043 22 14 34680 45 0000800

100 ______LI .%4r.rT_ 1D90

I20

7060 40

50 50If6040

3020 80

C.

10 90

100

500 100 50 TO .5 .1 .05 .01 .005 .001


COBBLESGRAVEL SAND

CO MED FINE CO MEDIUMSILT OR CLAY

DOJEPANO96I 62


STS CONSULTANTS LTD

C-RAIN SIZE DISTRItJTION ASTM 422

Project FORT JAMES FOW RIVER SEDIMENTS STS JobNoBorina/Source IIC-5 DateSample Number LL 148Depth feet 13.S-14.5 WO 218USCS Classification CH CuSoil Description DARK GRAY ORGANIC SILTY SANDY CLAY


SIEVE ANALYSIS

SIEVEZE

3/B

10

100p200

PER CENTRETAINED

.0

1.4

1.2II2J.

PER CENT

PASSING

100.0

96.698.697.4

85.663 .9

HYDROMETER ANALYSIS

HYDROMETER SAMPLE tEIGHT 44.39 GRAMS

25965

6-2-00PL 47.7 P1 100SP.GR 2.65 ESt

Cc


ELAPSED TEMPERATURE ACTUAL ADJUST GRAIN PER CENTTIME CENTIGRADE REING READING SIZE FINER

.50 21.0 35.5 28.0 .0617 61.51.00 21.0 33.0 25.5 .0445 56.02.00 21.0 31.0 23.5 .0319 51.65.00 21.0 23.5 21.0 .0206 46.2

10.00 21.0 26.0 18.5 .0148 40.720.00 21.0 23.0 15.5 .0107 34.130.00 21.0 21.0 13.5 .0086 29.760.00 21.0 19.0 11.5 .0063 25.3

120.00 22..0 15.0 7.5 .0046 16.5240.00 21.0 14.0 6.5 .0033 14.3

1440.00 12.0 4.5 .0013 9.9

DOJEPANO96I 63

JuN2-2e 1615 STE CONSULTNT5 92 468 332 P.52

STS Laboratory Services GroupGRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25.965DATE 6-2-00LL 64.1 PL 33.3 P1 30.5WC 77.3 SP.GR 2.65 1ST

STS CONSULTANTS LTD

PROJECT FORT JAMES POW RIVER SEDIMENTS

BORING/SOURCE HC5SAMPLE NUMBERDEPTK FEETI 14.51SUSCS CLASSIFICATION OMSOIL DESCRIPTION DAPI GRAY ORGANIC SILT

ORGANIC CONTENT 5.7

U.S STANDARD

SIEVE OPENINGS IN SIEVE NUMBERS HYDROMETER13 11211P57Q464322 34646ö 0000u

100 _____

go 10

80

ii Ii70

I\13_I60 4Q

50 50LU

4OJ608

LU30 7020 60u_I

90

100

500 100 50 10 .5 .1 .05 .01 .005 .001


CO8BGRAVEL SAND

MED FINE CO MEDIUM FINE

SILT OR CLAY

DOJEPANO96I 64

JUN2-2O 1615 STE CONSULThNTS 928 468 3312 P.53

STS CONSULTANTS LTD

GRAIN SIZE DISTRIBUTION


BorirLg/Source HC-

Sample NumberDepth feet 14.5-lS.GUSCS C1assificaton OHSoil Description DARK GRAY ORGANIC SILT


ASTM 422

STS Job No 25965Date 6-2-00

LL 64. PL 33.3 P1 30.6


SIEVE ANALYSIS --

SI EVESIZE

40IT

200

PER CENTRETAINED

.0

.5

7.017

PER CENT

PASSING

100.099.5

92

74

HYDROMETER ANALYSIS





.50 21.0 50.0 42.5 .0543 68.5

1.00 21.0 46.0 38.5 .0399 62.02.00 21.0 41.5 34.0 .0294 54.65.00 21.0 36.5 29.0 .0194 46.7

10.00 21.0 33.0 25.5 .0141 41.120.00 21.0 29.0 21.5 .0102 34.630.00 21.0 27.0 19.5 .0085 31.4

60.00 21.0 22.0 14.5 .0062 23.4120.00 21.0 18.0 10.5 .0045 16.9240.00 21.0 16.0 8.5 .0032 13.7

14.40.00 21.0 13.0 5.5 .0013 6.9

DOJEPANO96I 65

JUN-Z22 1615 STS CONSULTANTS 92 468 3312 P.54


STS CONSULTANTS LTD

GRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25965DATE 6-2-00Li 702 PL 34 P1 68.3WC 90.5 SP.GR 2.65 EST


eORING/SOuCE HC5SAMPLE NUMBER

DEPTH 15.616.5


ORGANIC CONTENT 7.4

.5 .05


10

20

C.3

3D40

50

60

lU Lii

80

90

100

US STANDARD

StEVE OFENNGS IN SIEVE NUMBERS

313 112111234570443 22 14 28 346 6O 0..Q0 000

80

HYDROMETER

70

60

so

Lii

p.-

UiC-

UiC-

10

500 100 50 10

COBBLESGRAVEL SAND

CO FINE CO MEDIUM FINE

SILT OR CLAY

.01 .005 .001

DOJEPANO96I 66

JuN8228 16L5 STS CONSULTP.NTS 92 468 3312 P.55

STS CONSULTANTS LTD



Boring/Source HC-5

Sample NumberDepth feet 1S.G-16.6USCS Classification CHSoil Description DARK GRAY ORGANIC CLAY


SIEVE ANALYSIS

SIEVESIZE

i0

100

PER CENTRETAINED

.0

3.510

PER CENTPAS SI NC

100 .0

99.796.1

85.6

HYDROMETER ANALYSIS


STS Job No 25965

Date 6-2-00LL 102 PL 34 Fl 68.3

WC 90.5 S.GR 2.65 EstCu Cc



.50 21.0 47.5 40.0 .0556 75.91.00 21.0 46.0 38.5 .0399 73.12.00 21.0 44.0 36.5 .0287 69.35.00 21.0 41.0 33.5 .0187 63.6

10.00 210 38.0 30.5 .0135 57.920.00 21.0 34.5 27.0 .0098 51.330.00 21.0 33.0 25.5 .0061 48.460.00 21.0 29.0 21.5 .0059 40.8

120.00 21.0 25.0 17.5 .0043 33.2240.00 21.0 21.5 14.0 .0031 26.6

1440.00 21.0 17.5 10.0 .0013 19.0

DOJEPANO96I 67

JUN022099 1616 STS CONSULThNTS 920 469 312 P.56


SIS CONSULTANTS LTD


BORING/SOURCE HC-5

SAMPLE NUMBER

DEPTH FEET 16.617.7

USCS CLASSIFICATION OHSOIL DESCRIPTION DARK GRAY ORGANIC CLAY TRACE REDDISH BROWN

SILTY CLAY ORGANIC CONTENT B.9Z

GRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25965DATE 5-2-00LI 46.4 PL 20 P1 26.4WC 52.7 SP.GR 2.65 EST

U.S STANDARD


313 111112345704

6432214 2A3A6.Q450O.QO000

HYDROMETER

100

go

80

70

LU

60

50

U-4

LU

20

10

10

20

rI LU

40

LU

50

60o

UJ

LU

500 100 50 10 .5

GRAIN SIZE IN M4ETERS

.1

go

CDLcSGRAVEL SAND


SILT OR CLAY

DOJEPANO96I 68

JUN022000 1516 STS CONSULTNTS 920 468 3312 P.5

STS CONSULTANTS LTD

SIEVESIZE

3/8

40j-0c

200

PER CENT

RETAINEDPER CENT

PASSING

100.099.599.3

99.290.7

83.1

HYDROMETER ANALYSIS



Project FORT JAMES FOX RIVER SEDIMENTS STS Job No 25965Boring/Source HC-5 Date 6-2-00Sample Number LL 46.4 FL 20 P1 26.4Depth feet 1E.6-17.7 WC 52.7 SP.GR 2.65 EsttJSCS Classification CH Cu CcSoil Description DARK GRAY ORGANIC CLAY TRACE REDDISH BROWN

SILTY CLAY ORGANIC CONTENT 8..9

SIEVE ANALYSIS


.0

.5

8.5

7.7

ELAPSED TEMPERATURE ACTUAL ADJUST GRAIN PER CENTTIME CENTIGRADE READiNG READING SIZE FINER

.50 21.0 49.0 41.5 .0548 74.91.00 21.0 48.0 40.5 .0391 73.12.00 21.0 46.0 38.5 .0282 69.55.00 21.0 44.0 36.5 .0182 65.9

10.00 210 42.5 35.0 .0130 63.220.00 21.0 39.5 32.0 .0094 57.830.00 21.0 38.0 30.5 -0078 55.160.00 21.0 34.0 26.5 .0057 47.8

120.00 21.0 30.0 22.5 .0042 40.6240.00 21.0 26.0 18.5 .0030 33.4

1440.00 21.0 20.0 12.5 .0013 22.6

DOJEPANO96I 69

JUN@22 1616 STS CON5ULTNTS 92 468 3312 P.55

STS CONSULTANTS LTD

GRAIN SIZE DISTRThUTION


Boring/Source HC-3

Sample NumberDepth feet 17.7-20.OtJSCS Classification CMSoil Description

SIEVE ANALYSIS

SIEVErr

.L

10401002O0

DARK GRAY ORGANIC CLAY

ORGANIC COMNTENT 5.5

PER CENT

PASSING

100 .0

99.998.384.0

52.38 GRAMS

PER CENTRETAINED

.0

.1

1.5

HYDROMETER ANALYSIS



ASTM 422

STS Job NoDateLL 84.9WC 76.7Cu


25965

6-2-00

PL 30.7 P1 54.2

SP.GR 2.65 EstCc

PER CENT

NER

74

69.7

65.960.2

55.448.745.8

37.230.6

25.816.2


SQ

00

00

5.00

10.0020.00

30.0060 00

120.00240.00

1440.00

21.0

21.0

21.021.0

21.021.021.0

21.021.0

21.021.0

46.5

44

42.039.0

36.533.0

31.527.0-S

21.016

GRAIN

SIZE

0562

.0406

.0293

.0190

.0137

.00990082

.0060

.0043

0031.0013

39.0

36.5

34.531.5

29.025.5

24.019.516.0

13

6.5

DOJEPANO96I 71

JUN-e22909 161 STE CONSULTANTS 929 469 3312 P.60


STS CONSUL rANTS LTD


BORING/SOURCE HC6SAMPLE NUMBER

DEPTH 1i.612g

USCS CLASSIFICATION OiSOIL DESCRIPTION DARI GRAY ORGANIC SILT

ORGANIC CONTENT 6.1

GRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25.955DATE 62-QOLI 98.8 P1 46.2 P1 57.6WC 115.2 SP.GR 2.65 EST

U.S STANDARD


313 111- 2345704

63 22 28 34 646 OOOO ____

HYDROMETER

TOO

go

80

70

u-I

60

SO

Lu

10

HH flt\l

10

20

LU

40

50

60o

U-I

LU

90

inr

500 100 50 TO .5 .1 .05 .01 .005


COBBLESGRAVEL SAND

CO MED FINE CO MEDIUM FIN SILT OP CLAY

.001

DOJEPANO96I 72

JUN22000 161 STS C0NEULTNTS 920 469 3312

STS CONSULTANTS LTD


Project FORT JAMES FOX RIVER SEDIMENTSBorin/Source HC-

Sarple NumberDeth feet 11.6-12.9USCS C1ssification OHSoil Description DARK GRAY ORGANIC SILT

ORGANIC CONTENT 8.1%-

STS Job No 25965Date 6-2-00LL 98.8 FL 46.2 Fl 57.6WC 115.2 SP.GR 2.65 EtCu Cc

SIEVE ANALYSIS --

SIEVESIZE

1040

200

PER CENTRETAINED

PER CENTPASS ING

100 .0

99-7

99.092



SAMPLE WEIGHT 54.23 GRA1VIS

.0

.3

5.9


.50 21.0 47.0 39.5 .0559 73.01.00 22.0 42.5 34.0 .0415 62.82.00 21.0 34.5 27.0 .0311 49.95.00 21.0 30.0 22.5 .0203 41.6

10.00 2.O 25.5 18.0 .0148 33.320.00 21.0 23.0 15.5 .0107 28.730.00 21.0 20.5 13.0 .0089 24.060.00 21.0 18.0 10.5 .0064 19.4

120.D0 21.0 15.0 75 .0046 13.9240.00 21.0 14.0 6.5 .0033 12.0

1440.00 21.0 13.0 5.5 .0013 10.2

DOJEPANO96I 73

JUNB22B 161 ETS C0NSULTNTS S2 465 3312 P.52

STS Laboratory Services GroupGRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25965DAT 62-OOIL 89 PL 32.4 P1 56.6jA WC 92.4 SP.GR 2.65 EST

STS CONSULTANTS LTD


BORING/SOURCE HC-6

SAMPLE NUMBER

DEPTH FEET 12.91.2



U.S STANDARD


313 11112457O443 22 14 26 346

100 ______________________________________________________

10

60 II 2070 30

II It60 4050 5040 608

3020I 800..

10 90

500 100 50 10 .5 .1 .05


COBBLEcGRAVEL SAND

COMEDJ FINE co MEDIUM FINE

SILT OR CLAY

.01 .005

DOJEPANO96I 74

JUN2-20 1617 STS C0NSULTNTS 928 468 3312 P.63

.STS CONSULTANTS LTD



Sample NumberDepth feet 12.9-14.2USCS Classification CESoil Description DARK GRAY ORGANIC CLAY

ORGANIC CONTENT 6.l

SIEVE ANALYSIS --

SIEVE

SIZE

200

PER CENT

RETAINED




PER CENTPASSING

.0 100.0

.0 100.099.9

.2 99.7

STS Job No 25965Date 6-2-00tjL 89 PL 32.4 P1 56.6WC 92.4 .SP.GR 2.65 EstCu Cc


.0485 96.1

.0347 94.3

.0247 93.5

.0162 88.1

.0119 82.0.0086 73.9

.0074 67.6

.0055 58.7

.0040 50.7

.0029 41.8

.0012 32.0



SO

1.002.00

5.0010.00

20.00

30.0060.00

120.00240.00

1440.00

212121.0

21.0

2121.0

21.021.0

2121.021.0

60.0

59.058.5

55.551.5

47.544.0

39.034

29.524.0

54

53.052.5

49.5

45.541.5

38.033

28.523.518.0

DOJEPANO96I 75



$TS CONSULTANTS LTD

GRAIN SIZE DISTRIBUTION ASTM 422STSJOBNO 25965DATE 6-2-00LL 55.2 PL 22 P1 33WC 73.7 SP.GR 2.65 EST

PROJECT FORT JAMES FOW R1VER SEDIMENTS

BORING/SOURCE -IC-b

SAMPLE NLJMSER

DEPTh 142152LJSCS CLASSIFICATION CHSOIL DESCRIPTION DARK GRAY ORGANIC SILTY CLAY LITTLE SAND


U.S STANDARD


313 111112245704543221428 364600.00O0

HYDROMETER

100

90

80

70

60

50

LIJ

IJ

10

rJ

10

IThF_I

20

.J

40

uJ

50

60

UUJ

90

500 100 50 10 .5

GRAIN SIZE NJ MILLIMETERS

.1 .05

CO5LESGRAVEL SAND

CO MEDJ FINE CO MEDIUM FINE

SILT OR CLAY

.001

DOJEPANO96I 76

JUN22Z@ 1618 STS CONSULTANTS 920 468 3312 P.65

STS CONSULTANTS LTD


HYDROMETER ANALYSIS

STS Job No 25965

Date 6-2-00LL 55.2 PL 22.1 P1 33.1WC 73.7 SP.GR 2.65 EstCu Cc

DARK GRAY ORGANIC SILTY CLAY LITTLE SANDORGANIC CONTENT 7.1%



Eoring/Source HC-6

Sample NumberDepth feet 14.2-15.2tJSCS Classification CHSoil Description

SIEVE ANALYSIS


SIEVE PER CENT PER CENTSIZE RETAINED PASSING

1O .0 100.04O .3 99.7p100 9.1 90.7

200 6.0 82.7


.50 21.0 45.0 37.5 .0570 74.31.00 21.0 44.0 36.5 .0406 72.32.00 21.0 42.0 34.5 .0293 68.35.00 21.0 39.5 32.0 .0189 63.4

10.00 21.0 36.0 28.5 .0137 56.420.00 21.0 34.0 26.5 .0099 52.530.00 21.0 32.0 24.5 .0082 48.560.00 21.0 27.5 20.0 .0060 39.6

120.00 21.0 24.5 17.0 .0043 33.7240.00 21.0 22.0 14.5 .0031 28.7

1440.00 21.0 17.0 9.5 .0013 18.8

DOJEPANO96I 77

JUN-Z22 1618 STS CONSULTANTS 92 468 3312 P.66

STS Laboratory Services GroupGRAIN SIZE DISTRIBUTION ASTM 4221STSJOBNO 25965DATE 6-2-00LL 83.8 P1 36.9 P1 46.3

A. WC 65 SP.GR 2.55 EST

STS CONSULTArT5 LTD

PRO.JECT FORT JAMES FOX RIVER SEDIMENTS

BORING/SOURCE HC-6SAMPLE NUMBERDEPTH FEET 15.215.8

USCS CLASSIFICATION CNSOIL DESCRIPTION DARK GRAY ORGANIC CLAY

ORGANIC CONTENT 54%

U.S STANDARD

SIEVE OPENINGS IN SIEVE NUMBERS HYDROMETER33 11

I1457O4221428 34646 O0U0901 ho

207O 3O

60 4050

40I...

7OC. C.

LU20 8O10

90

100500 100 50 10 .5 .1 .05 .01 .005 .001


GRAVEL SANDCOBBLES

CO MEDj FINE CO MEDIUM FIN SILT OR CLAY

DOJEPANO96I 78


STS CONSULTANTS LTD

GRAN SIZE DISTRIBUTION


Sample NumberDepth feet 15.2-16.6tJSCS ClassificationSoil Description

CHDARK GRAY ORGANIC CLAYORGANIC CONTENT 5.4%

ASTM 422

STS Job NoDateLL 83.8WC 65

Cu

SIEVE ANALYSIS

EVE

SIZE

1040

200

PER CENT

RETAINED

.0

3.213 .9

PER CENTPASSING

100.099

96.482.5

HYDROMETER ANALYSIS


259656-2-00

PL 36.9 P1 46.9SP.GR 2.65 EStCc


ELAPSED TEMPERATURE ACTUAL ADJUST GRAIN PER CENTTINE CENTIGRADE READING READING SIZE FINER

.50 21.0 42.0 34.5 .0585 67.61.00 21.0 36.5 29.0 .0433 56.32.00 21.0 33.0 25.5 .0315 50.05.00 21.0 28.5 21.0 .0206 41.2

10.00 21.0 25.0 17.5 .0149 34.320.00 21.0 22.5 15.0 .0107 29.430.00 21.0 23.5 13.0 .0089 25.560.00 21.0 17.0 9.5 .0064 18.6

120.00 21.0 16.0 8.5 .0046 16.7240.00 21.0 14.5 7.0 .0032 13.7

1440.00 21.0 12.5 5.0 .0013 9.8

DOJEPANO96I 79



STS CDNULTANTS LTD

GRAIN SIZE DISTRIBUTION ASrM 422STSJOBNO 25.965

DATE05 PLP 63.5WC 86.3 SP.GR 2.65 EST


BORING/SOURCE lC-6

SAMPLE NUMBER

DEPTH FEET 16 818.0

USCS CLASSIFICATION CHSOIL DESCRIPTION DARI GRAY ORGANIC CLAY LITTLE FINE SAND

ORGANIC CONTENT 6Th

100

go

so

70

60

50

uJ

C-

10

U.S STANDARD


313 11211457O4Q43 22 14 28 345 460 0000

HH10

20

CD

rt U.J

40

60

lIJ U.J

cr1IJ

C-

go

inn

500 100 50 .5 .1 .05 .01 .005 .001


COBBLESGRAVEL SAND

COMED FINE MEDIUM FINE

SILT OR CLAY

DOJEPANO96I 80

JUN22Z 1618 STS CONSUL.TRNTS92 468 3312

STS CONSULTANTS LTD



Boring/Source IC-G Date 6-2-00

Sample Nurter LL 105 PL 42.4 P1 63.5

Depth feet 1G.818.0 WC 86.3 SP.GR 2.65 Est

tJSCS Classification CH Cu CcSoil Description DARK GRAY ORGANIC CLAY LITTLE FINE SAND

ORGANIC CONTENT 6.7

SIEVE ANALYSIS

SIEVESIZE

40.LJ

2O0

PER CENTRETAINED

PER CENTPASSING

100.099.896.884



T0TL P.69

SAMPLE WEIGMT sg.oo GRAMS

.0

2.912

ELAPSED TEMPERATURE ACTUAL ADJUST GPAIN PER CENT


.50 21.0 49.0 41.5 .0549 70.4

1.00 21.0 44.0 36.5 .0406 61.9

2.00 21.0 40.0 32.5 .0298 55.1

5.00 21.0 34.0 26.5 .0197 44.9

10.00 21.0 29.5 22.0 .0144 37.3

20.00 21.0 25.0 17.5 .0105 29.7

30.00 21.0 23.5 16.0 .0087 27.1

60.00 21.0 21.0 13.5 .0062 22.9

120.00 21.0 18.0 10.5 .0045 17.8

240.00 21.0 16.0 8.5 .0032 14.4

1440.00 21.0 13.5 6.0 .0013 10.2

DOJEPANO96I 81

DOJEPANO96I 82

APPENDIX

SEDIMENT CORE PHOTOGRAPHS

DOJEPANO96I 83

DOJEPANO96I 84

DOJEPANO96I 85

DOJEPANO96I 86

DOJEPANO96I 87

DOJEPANO96I 88

DOJEPANO96I 89

DOJEPANO96I 90

DOJEPANO96I 91

DOJEPANO96I 92

DOJEPANO96I 93

DOJEPANO96I 94

DOJEPANO96I 95

collection of sediment

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