Pages from FORT SHERIDAN VOLUME I 161209.pdf

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

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LOUISVILLE DISTRICT

SHEET REF NUMBER:

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SOIL CLASSIFICATION SHEET

NO SCALE

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WELL-GRADED GRAVELS, GRAVEL-SAND MIXTURES,

LITTLE OF NO FINES.

POORLY-GRADED GRAVELS, GRAVEL-SAND MIXTURES,

LITTLE OR NO FINES.

SILTY GRAVELS, GRAVEL-SAND-SILT MIXTURES.

CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES.

WELL-GRADED SANDS, GRAVELLY SANDS, LITTLE OR

NO FINES.

POORLY-GRADED SANDS,GRAVELLY SANDS, LITTLE OR

NO FINES.

SILTY SANDS, SAND-SILT MIXTURES.

CLAYEY SANDS, AND-CLAY MIXTURES.

SEE CL BELOW).

PLASTIC FINES (FOR IDENTIFICATION PROCEDURES

(FOR IDENTIFICATION PROCEDURES SEE ML BELOW).

NONPLASTIC FINES OR FINES WITH PLASTICITY

WITH SOME INTERMEDIATE SIZES MISSING.

PREDOMINANTLY ONE SIZE OR A RANGE OF SIZES

OF ALL INTERMEDIATE PARTICLE SIZES.

WIDE RANGE IN GRAIN SIZE AND SUBSTANTIAL AMOUNTS

SEE CL BELOW).

PLASTIC FINES (FOR IDENTIFICATION PROCEDURES

(FOR IDENTIFICATION PROCEDURES SEE ML BELOW)

NONPLASTIC FINES OF FINES WITH LOW PLASTICITY

SOME INTERMEDIATE SIZES MISSING.

AMOUNTS OF ALL INTERMEDIATE PARTICLE SIZES.

WIDE RANGE IN GRAIN SIZES AND SUBSTANTIAL

PREDOMINANTLY ONE SIZE OR A RANGE OF SIZES WITH

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A N

TION'' THIS SHEET INDICATING MEANS BY WHICH THE BORINGS WERE ADVANCED.

WATER ELEVATIONS INDICATED ( V ) IN CORE (C), STANDARD PENETRATION (SPT),

FISHTAIL (F), DENISON (U) AND WASH (W) BORINGS MAY HAVE BEEN INFLUENCED

BY DRILLING OPERATIONS AND SHOULD NOT BE CONSTRUED AS INDICATING THE

GROUND WATER LEVELS WILL VARY IN ACCORDANCE WITH RAINFALL AND STREAM

STAGES, THEREFORE, ACTUAL LEVEL OF GROUND WATER ON ANY DATE OTHER THAN

THAT SHOWN ON THE LOGS MUST BE DETERMINED BY SEPARATE OBSERVATIONS.

THE OMISSION OF GROUND WATER ELEVATIONS SHALL NOT NECESSARILY BE

CONSTRUED AS INDICATING THE ABSENCE OF GROUND WATER AT A PARTICULAR

BORING LOCATION.

WHEREVER THE METHOD OF EXPLORATION PRECLUDED THE POSSIBILITY OF

RECOVERING SAMPLES ABOVE ROCK, SUITABLE FOR EXAMINATION OR TESTS, THE

MATERIAL IS DENOTED AS OVERBURDEN.

ON THE LOGS WERE DETERMINED IN THE FIELD AND LATER SUPPLEMENTED BY

ANALYSIS MADE BY THE DISTRICT GEOLOGIST AND THE LABORATORY TECHNICANS.

FIELD BOOKS, FIELD LOGS, LABORATORY LOGS (PRESENTING THE RESULTS OF

LABORATORY TESTS FOR SHEAR, CONSOLIDATION, PERMEABILITY, ETC, WHEN

PERFORMED) AND EDITED LOGS MAY BE VIEWED IN THE OFFICE OF THE DISTRICT

TO AVAIL HIMSELF OF THE INFORMATION REPRESENTED BY THE BORING LOGS,

ENGINEER. U.S. ARMY ENGINEER DISTRICT, LOUISVILLE, CORPS OF ENGINEERS,

INCLUDING LABORATORY TEST RESULTS, SHALL NOT BE GROUNDS FOR A CLAIM

THAT THE GOVERNMENT WITHELD INFORMATION ON SUBSURFACE CONDITIONS.

6 .

GENERAL NOTES

TERMS FOR HARDNESS OF BEDROCK

VERY SOFT OR PLASTIC- CAN BE INDENTED EASILY

SOFT- CAN BE SCRATCHED WITH FINGERNAIL.

WITH THUMB.

HARD- DIFFICULT TO SCRATCH WITH KNIFE.

WEATHERING

MATERIAL CAN BE REMOVED

BY HAND TOOLS.

MODERATE WEATHERING- MATERIAL MAY BE OXIDIZED BUT

MOST PHYSICAL CHARACTERISTIC

REMAIN. OCCASIONAL BLOCKS MAY

BE REMOVED WITH HAND TOOLS.

- LOSS OF ROCK COHERANCE,

THE TERM ''LOST WATER'' AS SHOWN ON THE LOGS INDICATES A QUANTITY OF

DRILLING WATER LOST IN THE DRILL HOLE.

INDICATED ON GRAPHIC LOGS.

CORE HOLES WERE COMPLETED BY AN NXM OR NQ WIRE LINE SIZE CORE BARREL

WITH DIAMOND BIT, UNLESS OTHERWISE INDICATED ON THE GRAPHIC LOG.

DOUBLE ASTERISK.

OPTIMUM MOISTURE WAS OBTAINED BY STANDARD PROCTOR OR CE 55 COMPACTION

METHOD 100; RESPECTIVELY, AS NOTED ON BORING LOG.

DC-10

7-26-56

=BORING NO. & DATE MADE

PARTING 0.02

BAND 0.02'-0.2

THIN BED 0.2'-0.5

MEDIUM BED 0.5'-1.0'

THICK BED 1.0'-3.0

MASSIVE 3.0'

FEDERAL OFFICE BUILDING, LOUVILLE, KY..FAILURE OF THE CONTRACTOR

DRIVE SAMPLES WERE TAKEN WITH A 1 3/8'' I.D.-2'' O.D. X 2'-8'' SPLIT

SPOON SAMPLER USING A 140# HAMMER WITH A 30'' DROP, UNLESS OTHERWISE

15. GENERAL NOTES 5 AND 6 MAY NOT BE APPLICABLE WHEN EXPLORATION AND TESTING

IS PERFORMED BY OTHERS.

REFUSAL IS DEFINED AS THE POINT BEYOND WHICH FURTHER PENETRATION WAS

TRUE GROUND WATER LEVEL.

IMPRACTICAL WITH THE EXPLORATION METHOD USED. SEE ''METHODS OF EXPLORA-

CLASSIFICATIONS AND PHYSICAL CHARACTERISTICS OF SOIL AND ROCK AS SHOWN

''X-RAY DIFFRACTION ANALYSIS'' PERFORMED ON SAMPLES DENOTED BY

TESTS IN ACCORDANCE WITH EM 1110-2-1906, APP. VI OR MIL. STD. 621 A

RETAINES

TERMS FOR THICKNESS OF ROCK BEDDING

CORRELATION OF PENETRATION RESISTANCE (ASTM D 1586) WITH

RELATIVE DENSITY AND CONSISTENCY

PENETRATION RESISTANCE,N

Blows per foot

5 - 10

0 - 4

PENETRATION RESISTANCE,NRELATIVE DENSITY

Very Loose

Loose

Med Dense

Dense

Very Dense Over 50

3 - 4

Very Soft

Med Stiff

Stiff

Very Stiff

Blows per foot

0 - 2 Very Soft

SILTS AND 5 - 8

31+

Soft

Hard

CLAYS 9 - 15

16 - 30

GRAVELS 31 - 50

SANDS AND 11 - 30

KNIFE; CANNOT BE SCRATCHED WITH FINGERNAIL.

MODERATELY HARD- CAN BE SCRATCHED EASILY WITH

VERY HARD- CANNOT BE SCRATCHED WITH KNIFE.

SEVERE WEATHERING

SLIGHT WEATHERING

ALONG JOINTS AND BEDDING.

VARIOUS DEGREES OF WEATHERING

- MATERIAL GENERALLY FRESH, WITH

CONTENT OF MATERIAL ON DATE MADE.

WATER CONTENT (WC) AS SHOWN ON GRAPHIC LOG REPRESENTS THE MOISTURE

TIME OF DRILLING. THE ELEVATION MAY HAVE CHANGED SINCE THAT TIME.

TOP OF GROUND SHOWN ON THE GRAPHIC LOGS IS THE ELEVATION AT THE

METHOD OF EXPLORATION FOR EXAMPLE: DC=DRIVE SAMPLER AND CORE BORING.

THE LETTER DESIGNATION USED BEFORE BORING NUMBER INDICATES THE

STRUCTURE

SOME EVIDENCE OF ROCK

3 INCHES TO 8 INCHES

3/4 INCH TO 3 INCH

0.4 MM TO 2 MM

0.075 MM TO 0.4 MM

I/4 INCH TO INCH3 4/

2 MM TO 1 4 INC/ H

SIZE

8 INCHES

VEL

S

A

C

D

F

U

W

T

TP

R

P

= SEISMIC

POWER AUGER

= CORE BORING

= DRIVE SAMPLER

= FISHTAIL

= UNDISTURBED DENSION

= WASH BORING

= TRENCH

= TEST PIT

= ROCK BIT

= PROBE ROD

METHODS OF EXPLORATION

S = UNDISTURBED SHELBY TUBE

A = AUGER

F = FISHTAIL

U = UNDISTURBED DENISON

CU = UNDISTURBED CUBE

C = CORE

SAMPLE TYPE

TRACE 1 TO 10%

LENSE 10 MM TO 50 MM

OCCASIONAL 11 TO 35%

LAMINAE 0 TO 10 MM

AND 36 TO 50%

BAND

LAYER

50 MM TO 2.5 INCH

2.5 INCH TO 6 INCH+

= SHELBY TUBE OR PISTON SAMPLER

HA = HAND AUGER

DS = DRIVE SAMPLE (STANDARD PENETRATION TEST)

SOIL DESCRIPTIVE TERMS

J = JAR

BX = BOX (CORE)

FINE SAND

MEDIUM SAND

COARSE SAND

FINE GRAVEL

COARSE GRAVEL

COBBLE

BOULDER

T = TOP SOIL

= FILL

OB = OVERBURDEN (SEE GENERAL NOTE 4)

SS = SANDSTONE

SH = SHALE

SLS = SILTSTONE

LS = LIMESTONE

F

CO = COAL

UC = UNDERCLAY

IC = INDURATED CLAY

DOL = DOLOMITE

CON = CONGLOMERATE

OTZ = QUARTZ

DK = DARK

SL = SLIGHTLY

MOD = MODERATELY

MED = MEDIUM

WP = WELL POINT

W/ = WITH

GR = GRAIN

OCC = OCCASIONAL

(W) = WEATHERED

BD = BEDDED OR BEDS

INTBD = INTERBEDDED

LAM = LAMINAE

XLYN = CRYSTALLINE

ARGIL = ARGILLACEOUS

V = VERY

BLK = BLACK

BR = BROWN

GRY = GRAY

BLU = BLUE

YEL = YELLOW

MICA = MICACEOUS

STY = STYLOLITIC

B/P = BEDDING PLANE

F/W = FREE WATER

H/A = HIGH ANGLE

CAL = CALCAREOUS

CARBO = CARBONACEOUS

FREQ = FREQUENT

FOS = FOSSILIFEROUS

FRAG = FRAGMENTS

X=BD = CROSSBEDDING

= SHEAR PLANE

V/J

JT = JOINT

SOL = SOLUTION

DIAG = DIAGONAL

ALT = ALTERNATING

VERT = VERTICAL

HOR = HORIZONTAL

FRAC = FRACTURE

PIEZ = PIEZOMETER

= X=RAY DIFFRACTION ANALYSIS

(SEE GENERAL NOTE 11)

LEGEND

RQD = ROCK QUALITY DESIGNATION

= VERTICAL JOINT

OR FILLED)

OB/P = OPEN BEDDING PLANE

SP

NOD = NODULES

GRN = GREEN

NUM

TR

HD

TRACE

HARD CMTD

MOT

CEMENTED

MOTTLED

BOH

TOR

BOTTOM OF HOLE

TOP OF ROCK

STAIN, STAINEDST

ANG

RND

ANGULAR

ROUNDED

NUMEROUS

MED = MEDIUM

NUM

TR

HD

TRACE

HARD

NUMEROUSNUMEROUS

VIS

WT

WOR = WEIGHT OF RODS

WEIGHT OF HAMMERWOH

WEIGHT

VISCOSITY (MARSH)

LT = LIGHT

GRAV = GRAVEL OR GRAVELLY

= CAVITY (OPEN

UNIFIED SOIL CLASSIFICATION

(INCLUDING IDENTIFICATION AND DESCRIPTION)

MAJOR DIVISIONS

GROUP

SYMBOLS

FIELD IDENTIFICATION PROCEDURES

TYPICAL NAMES LABORATORY CLASSIFICATION CRITERIA

A L

IN

E

CL-ML

CL

ML

0 10 20 30 40 50 60 70 80 90

P L

A S

T

IC

A R

T

LIQUID LIMIT

PLASTICITY CHART

FOR LABORATORY CLASSIFICATION OF FINE-GRAINED SOILS

C = 60 GREATER THAN

D

D

U

C = 60 GREATER THAN

D

D

U

C = 30 BETWEEN ONE AND 3

(D )

C D X D 10 60

C = 30 BETWEEN ONE AND 3

(D )

C D X D 10 60

NOT MEETING ALL GRADATION REQUIREMENTS FOR SW

NOT MEETING ALL GRADATION REQUIREMENTS FOR GW

ABOVE ''A'' LINE WITH

PI BETWEEN 4 AND 7

ARE BORDERLINE CASES

REQUIRING USE OF DUAL

SYMBOLS.

U

A

IN

S

R V

E

IN

ID

E N

T

IF

Y

A C

T

IO

IV

D

L D

ID

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IF

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N

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L

IQ

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G R

E A

T

A N

GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS,

LEAN CLAYS.

INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,

INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS.

PEAT AND OTHER HIGHLY ORGANIC SOILS.

IDENTIFICATION PROCEDURES

ON FRACTION SMALLER THAN NO. 40 SIEVE SIZE.

DRY STRENGTH

(CRUSHING

CHARACTERISTICS)

DILATANCY

(REACTION

TO SHAKING)

NONE TO SLIGHT QUICK TO SLOW NONE

MEDIUM TO HIGH MEDIUM

SLOW SLIGHT

SLOW TO NONE

MEDIUM TO HIGH

NONE HIGH

GW

GP

GM

GC

SW

SP

SM

SC

ML

CL

OL

MH

CH

OH

PT

1 2 3 4 5

HIGHLY ORGANIC SOILS

CH

AND BASING FRACTIONS ON ESTIMATED WEIGHTS)

(EXCLUDING PARTICLES LARGER THAN 3 INCHES

WITH INCREASING PLASTICITY INDEX

TOUGHNESS AND DRY STRENGTH INCREASE

COMPARING SOILS AT EQUAL LIQUID LIMIT

MH

OH

S

IE

A R

S E

G R

A

IN

IL

A S

S

IF

L L

O W

S

D E

P E

N D

R C

E N

T A

E S

F

R A

C T

IO

A L L

D E

T E

R M

R C

E N

T A

G

A V

A

IN

S

R V

E

N O

A N

L E

A N

U

N B

O L S

B O

R D

E R

L

S

Q U

IR

IN

G

G M

G C

S M

S C

G W

G P

S W

S P

WITH PI LESS THAN 4

ATTERBERG LIMITS BELOW ''A'' LINE

WITH PI LESS THAN 4

ATTERBERG LIMITS BELOW ''A'' LINE

WITH PI GREATER THAN 7

ATTERBERG LIMITS ABOVE ''A'' LINE

WITH PI GREATER THAN 7

ATTERBERG LIMITS ABOVE ''A'' LINE

SYMBOLS.

REQUIRING USE OF DUAL

ARE BORDERLINE CASES

PI BETWEEN 4 AND 7

HTCHED ZONE WITH

LIMITS PLOTTING IN

CLAYEY SILTS WITH SLIGHT PLASTICITY.

FLOUR, SILTY OR CLAYEY FINE SANDS OR

INORGANIC SILTS AND VERY FINE SANDS,ROCK

PLASTICITY.

ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW

FINE SANDY OR SILTY SOILS, ELASTIC SILTS.

INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS

ORGANIC SILTS.

ORGANIC CLAYS OF MEDIUM TO HIGH PLASITICITY,

NEAR PL)

(CONSISTENCY

TOUGHNESS

SLOW

NONE TO VERY

MEDIUM

SLIGHT TO

MEDIUM

SLIGHT TO

MEDIUM

SLIGHT TO

MEDIUM

SLIGHT TO

HIGH

HIGH TO VERY

SLOW

NONE TO VERY

FREQUENTLY BY FIBROUS TEXTURE.

READILY IDENTIFIED BY COLOR, ODOR, SPONGY FEEL AND

CB101

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GTW-1

B-1

B-2

B-3

B-4

B-5

P-3

P-2

P-1

S-2

P-4

P-5

P-6

S-1

S-3

P-8

P-7

B-7

B-6

B-9 B-8

6"

6"

6"

6"

6"

8"

6"

8"

8"

6"

6"

6"

6"

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GENERAL SHEET NOTES

80' 160'0

N

F Y

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A L L C

O N

C E

P T

A1

BORING LOCATION PLAN

1" = 80'- 0"

B-1

N

B R

Y A

N

S S

H

IF

F L E

T T

S S

H

IF

F L E

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B O

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IN

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CB102

TRNG BLDG.

PROPOSED

UHS.

PROP.

OMS

PROP.

P

GTW-1

LEGEND

GEOTHERMAL TEST WELL LOCATION

B

P

S

(B-1 TO B-9)

SOIL BORING IN PROPOSED BUILDING LOCATION

(P-1 TO P-8)

SOIL BORING IN A PROPOSED PARKING LOCATION

(S-1 TO S-3)

GENERAL SITE BORING

AND SOME PARKING AREAS APPEAR TO BE MISALIGNED.

BORING LOCATIONS FOR THE UHS BUILDING, THE OMS BUILDINGS

GEOTECHNICAL INVESTIGATION WAS COMPLETED. THEREFORE

FEATURES OF THE PROJECT WERE RELOCATED AFTER THE

3. SOME BUILDINGS, PARKING AREAS, AND OTHER ASSOCIATED

2. REFER TO SHEETS CB201 TO CB210 FOR SOIL BORING LOGS.

GEOTECHNICAL REPORT.

1. COORDINATES FOR THE BORING LOCATIONS ARE AVAILABLE IN THE

M A

R C

H

D E

S

IG

N E

D B

Y

D R

A W

N B

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C H

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K E

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P R

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R /A

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D A

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OF ENGINEERS

US ARMY CORPS

C O

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LOUISVILLE DISTRICT

SHEET REF NUMBER:

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-R -0

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IS

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L E D

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F -1

-4

-1

F Y

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ID

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BORING LOGS

SCALE: NA

A1

D P

F O

U T S

B O

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IN

G L

O G

S

B -1

CB201

N T S

N

B R

Y A

N

P

O C

T O

B E

R

REFER TO CB102 FOR BORING LOCATIONS.

S S

H

IF

F L E

T T

1/12

684.0

683.5

682.5

679.2

679.0

678.0

669.1

BORING NO.

VERTICAL INCLINED

14.5

16.4

15.7 with some graywith some gray

1.5

1.5

1.5

1.5

1.5

1.5

1.5

0.5

0.71

1.5

1.5

0.86

0.86

0.6

GW

CL

GW

CL

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

Matt Lozier

N/A

50.5'

SHEET 1B-1 OF 4

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

11/19/11

STARTED

15. DATE HOLE

16. INSPECTOR

Jackson Parker

684.0'

11/19/11

THELEN

N/A

N/A

E: 1125554.15

Ft. Sheridan ARC

N: 2019083.29

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-1

HOLE NO.

660.0

655.0

654.0

645.0

16.8

16.2 soft

No recovery soft

No recovery

1.5

1.5

1.5

1.5

0.9

1.3

1.5

1.3

CL

Hole No. B-1

SHEET

3OF

SHEETS1. PROJECT Ft. Sheridan ARC

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 684

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-1

HOLE NO.

18.8

Bottom of hole at 50.5 feet.End of boring at 633.5 feet.

1.5

1.5

1.5

1.5

CL

Hole No. B-1

SHEET

3OF

SHEETS1. PROJECT Ft. Sheridan ARC

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 684

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-1

HOLE NO.

LL=29

PL=17

PI=12

LL=31

PL=17

PI=14

stiffstiff

50.5'

CME-55 Automatic Hammer

Fill, Gravel trace gravel, brown to graytrace gravel, brown to gray

3.25" I.D. Halloow Stem Auger medium stiff, gray fill Gravel

CLAY with trace gravel, stiff, brown, moist

NAVD 88

LL=27

PL=16

PI=11

Medium Stiff

Lean CLAY with some gravel, stiff, brown to dark brown, moistLean CLAY with some gravel, stiff, brown to dark brown, moist medium stiff

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

OF ENGINEERS

US ARMY CORPS

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

1 2 3 4 5 6 7 98

F

E

D

A

B

C

$$$DATE

$$$FILENAME

M A

R C

H

RECORD DRAWING

W

Q R -1

-R -0

U

IS

V

IL

L E D

IS

T R

IC

T

R P

R

ID

E

P N

F -1

-4

-1

F Y

E R

ID

A N A

R M

Y R

E S

E R

V E C

E N

T E

R

A R

E R

ID

A N

IL

L

IN

O

IS

BORING LOGS

SCALE: NA

A1

D P

F O

U T S

B O

R

IN

G L

O G

S

S S

H

IF

F L E

T T

B -2 A

N D B -3

CB202

N T S

N

B R

Y A

N

P

O C

T O

B E

R

REFER TO CB102 FOR BORING LOCATIONS.

685.0

684.7

681.0

675.5

671.0

666.0

15.1

14.1

16.1

17.2

TopsoilTopsoil

1.5

1.5

1.5

1.5

1.5

1.5

0.6

1.92

1.5

1.4

1.5

1.58

1.3

T

CL

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

Matt Lozier

N/A

50.5'

SHEET 1B-2 OF 3

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

11/19/11

STARTED

15. DATE HOLE

16. INSPECTOR

Jackson Parker

685.0'

11/19/11

THELEN

N/A

N/A

E: 1125679.82

Ft. Sheridan ARC

N: 2019111.61

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-2

HOLE NO.

646.0

16.4

17.7

15.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

CL

Hole No. B-2

SHEET

3OF

SHEETS1. PROJECT Ft. Sheridan ARC

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 685

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-2

HOLE NO.

1/12

636.0

Bottom of hole at 50.5 feet.

End of boring at 634.5 feet.

1.5

1.5

1.5

1.1

CL

Hole No. B-2

SHEET

3OF

SHEETS1. PROJECT Ft. Sheridan ARC

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 685

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-2

HOLE NO.

684.5

683.0

680.5

675.5

670.5

665.5

16.8

16.1

17.2

16.3

Fill, gravel and sand, dry graygray

1.5

1.5

1.5

1.5

1.5

1.5

0.9

1.2

1.7

1.5

1.5

1.5

0.84

1.5

GW

CL

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

Matt Lozier

N/A

50.5'

SHEET 1B-3 OF 3

10. DATUM FOR ELEVATION

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

11/18/11

STARTED

15. DATE HOLE

16. INSPECTOR

Jackson Parker

684.5'

11/18/11

THELEN

N/A

N/A

E: 1125667.02

Ft. Sheridan ARC

N: 2019003.61

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-3

HOLE NO.

3.25" I.D. Halloow Stem Auger 3.25" I.D. Halloow Stem Auger

CME-55 Automatic Hammer CME-55 Automatic Hammer

50.5' 50.5'

NAVD 88

SHOWN ITEM (TBM OR MSL)

NAVD 88

PL=16

LL=28

qu=8,200 psf γdry=120.6 pcf Gs=2.69

PI=12

medium stiff

Lean CLAY with trace gravel, medium stiff, brown, moist brown with gray mottles, stiff qu=3,680 psf γdry=122.6 pcf More plastic

PI=12

PL=16

LL=28

very soft qu=7,910 psf

PI=14

LL=20

PL=32

More Plastic qu=6,880 psf γdry=117.5 psf

PI=16

LL=19

PL=35

stiffstiff

Lean CLAY, stiff, brown to dark brown brown with gray mottles, moist brown and gray, very stiff

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

OF ENGINEERS

US ARMY CORPS

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

1 2 3 4 5 6 7 98

F

E

D

A

B

C

$$$DATE

$$$FILENAME

M A

R C

H

RECORD DRAWING

W

Q R -1

-R -0

U

IS

V

IL

L E D

IS

T R

IC

T

R P

R

ID

E

P N

F -1

-4

-1

F Y

E R

ID

A N A

R M

Y R

E S

E R

V E C

E N

T E

R

A R

E R

ID

A N

IL

L

IN

O

IS

BORING LOGS

SCALE: NA

A1

D P

F O

U T S

B O

R

IN

G L

O G

S

S S

H

IF

F L E

T T

B -3 A

N D B -4

CB203

N T S

O C

T O

B E

R

N

B R

Y A

N

P

REFER TO CB102 FOR BORING LOCATIONS.

645.5

17.2

16.8

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

CL

Hole No. B-3

SHEET

3OF

SHEETS1. PROJECT Ft. Sheridan ARC

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 684.5

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-3

HOLE NO.

16.5

End of boring at 634 feet.

1.5

1.5

1.5

0.3

CL

Bottom of hole at 50.5 feet.

Hole No. B-3

SHEET

3OF

SHEETS1. PROJECT Ft. Sheridan ARC

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 684.5

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-3

HOLE NO.

684.0

683.7

683.1

681.7

680.0

675.0

16.6

17.7

15.4

Asphalt

Fill, gravel and sand

Lean CLAY with some gravel, stiff, dark brown, moist olive gray brown

Asphalt

Fill, gravel and sand

Lean CLAY with some gravel, stiff, dark brown, moist olive gray brown

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.1

1.3

1.5

1.5

1.3

0.3

1.4

GW

CL

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

Matt Lozier

N/A

50.5'

SHEET 1B-4 OF 3

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

11/17/11

STARTED

15. DATE HOLE

16. INSPECTOR

Jackson Parker

684.0'

11/17/11

THELEN

N/A

N/A

E: 1125667.13

Ft. Sheridan ARC

N: 2018818.55

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-4

HOLE NO.

15.6

17.3

1.5

1.5

1.5

1.5

1.5

1.5

1.4

1.2

CL

Hole No. B-4

SHEET

3OF

SHEETS1. PROJECT Ft. Sheridan ARC

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 684

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-4

HOLE NO.

trace gravel

PI=13

LL=16

PL=29

50.5

NAVD 88

3.25" I.D. Hallow Stem Auger

CME 55 Automatic Hammer trace gravel, brown

PI=11

LL=16

PL=27

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

OF ENGINEERS

US ARMY CORPS

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

1 2 3 4 5 6 7 98

F

E

D

A

B

C

$$$DATE

$$$FILENAME

M A

R C

H

RECORD DRAWING

W

Q R -1

-R -0

U

IS

V

IL

L E D

IS

T R

IC

T

R P

R

ID

E

P N

F -1

-4

-1

F Y

E R

ID

A N A

R M

Y R

E S

E R

V E C

E N

T E

R

A R

E R

ID

A N

IL

L

IN

O

IS

BORING LOGS

SCALE: NA

A1

D P

F O

U T S

B O

R

IN

G L

O G

S

S S

H

IF

F L E

T T

B -4 A

N D B -5

CB204

N T S

O C

T O

B E

R

N

B R

Y A

N

P

REFER TO CB102 FOR BORING LOCATIONS.

17.9

Bottom of hole at 50.5 feet.End of boring at 633.5 feet.

1.5

1.5

1.5

CL

Hole No. B-4

SHEET

3OF

SHEETS1. PROJECT Ft. Sheridan ARC

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 684

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-4

HOLE NO.

684.5

683.7

680.5

673.5

670.1

16.4

14.7

17.1

Fill, sand and gravel brown and gray

Fill, sand and gravel brown and gray

1.5

1.5

1.5

1.5

1.5

1.5

1.5

0.86

0.71

1.25

1.5

0.9

0.84

1.31

1.5

1.5

More plastic

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

Matt Lozier

N/A

50.5'

SHEET 1B-5 OF 3

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

11/20/11

STARTED

15. DATE HOLE

16. INSPECTOR

Jackson Parker

684.5'

11/20/11

THELEN

N/A

N/A

E: 1125722.07

Ft. Sheridan ARC

N: 2018914.95

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-5

HOLE NO.

655.5

650.5

645.5

16.9

16.1

16.8 softsoft

1.5

1.5

1.5

1.5

1.4

1.1

1.5

1.4

Hole No. B-5

SHEET

3OF

SHEETS1. PROJECT Ft. Sheridan ARC

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 684.5

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-5

HOLE NO.

635.5

16.3

End of boring at 634 feet.

1.5

1.5

1.2

1.1

Bottom of hole at 50.5 feet.

Hole No. B-5

SHEET

3OF

SHEETS1. PROJECT Ft. Sheridan ARC

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 684.5

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-5

HOLE NO.

stiffstiff stiff, graystiff, gray

3.25" I.D. Hollow Stem Auger

CME 55 Automatic Hammer

50.5'

Sandy CLAY with some gravel, very stiff, brown, moist less sand

Gs=2.714

PI=14

PL=19

LL=33

PI=13

PL=17

LL=30

medium stiff

NAVD 88

CL

CL CL

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

OF ENGINEERS

US ARMY CORPS

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

1 2 3 4 5 6 7 98

F

E

D

A

B

C

$$$DATE

$$$FILENAME

M A

R C

H

RECORD DRAWING

W

Q R -1

-R -0

U

IS

V

IL

L E D

IS

T R

IC

T

R P

R

ID

E

P N

F -1

-4

-1

F Y

E R

ID

A N A

R M

Y R

E S

E R

V E C

E N

T E

R

A R

E R

ID

A N

IL

L

IN

O

IS

BORING LOGS

SCALE: NA

A1

D P

F O

U T S

B O

R

IN

G L

O G

S

S S

H

IF

F L E

T T

B -6 A

N D B -7

CB205

N T S

O C

T O

B E

R

N

B R

Y A

N

P

REFER TO CB102 FOR BORING LOCATIONS.

677.0

676.7

673.0

668.0

662.7

658.0

14.9

14.5

14.9

15.1

Topsoil olive gray stiff, gray

Topsoil olive gray

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.4

1.4

1.5

1.5

1.5

0.8

T

CL

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

Matt Lozier

N/A

25.5'

SHEET 1B-6 OF 2

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

11/16/11

STARTED

15. DATE HOLE

16. INSPECTOR

Jackson Parker

677.0'

11/16/11

THELEN

N/A

N/A

E: 1126615.04

Ft. Sheridan ARC

N: 2018652.3

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-6

HOLE NO.

15.7

Bottom of hole at 25.5 feet.

1.5

1.5

1.5

1.5

CL

Bottom of hole at 25.5 feet.

Hole No. B-6

SHEET

2OF

SHEETS1. PROJECT Ft. Sheridan ARC

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 677

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-6

HOLE NO.

677.0

676.5

676.0

675.5

673.0

669.5

14.8

12.8

15.1

15.5

Topsoil

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.3

1.5

1.5

1.5

1.5

1.5

1.5

T

GW

CL

CH

More plastic

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

Matt Lozier

N/A

25.5'

SHEET 1B-7 OF 2

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

11/16/11

STARTED

15. DATE HOLE

16. INSPECTOR

Jackson Parker

677.0'

11/16/11

THELEN

N/A

N/A

E: 1126474.97

Ft. Sheridan ARC

N: 2018795.83

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-7

HOLE NO.

16.7

End of boring at 651.5 feet.

1.5 1.4

CL

Bottom of hole at 25.5 feet.

Hole No. B-7

SHEET

2OF

SHEETS1. PROJECT Ft. Sheridan ARC

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 677

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-7

HOLE NO.

NAVD 88

3.25" I.D. Hollow Stem Auger

CME 55 Automatic Hammer

25.5 very stiff, brown with gray mottlesvery stiff, brown with gray mottles stiff

NAVD 88

CME 55 Automatic Hammer

3.25" I.D. Hollow Stem Auger

25.5'

Lean CLAY with trace gravel, stiff, dark brown, moist

PI=13

PL=18

LL=31

Less plastic

GRAVEL and sand, medium dense, gray dry

Lean CLAY with trace gravel, very stiff, brown, moist olive gray brown with gray mottles, moist gray qu=4,720 psf Υdry=119.8 pcf

PI=12

PL=17

LL=29

stiff

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

OF ENGINEERS

US ARMY CORPS

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

1 2 3 4 5 6 7 98

F

E

D

A

B

C

$$$DATE

$$$FILENAME

M A

R C

H

RECORD DRAWING

W

Q R -1

-R -0

U

IS

V

IL

L E D

IS

T R

IC

T

R P

R

ID

E

P N

F -1

-4

-1

F Y

E R

ID

A N A

R M

Y R

E S

E R

V E C

E N

T E

R

A R

E R

ID

A N

IL

L

IN

O

IS

BORING LOGS

SCALE: NA

A1

D P

F O

U T S

B O

R

IN

G L

O G

S

S S

H

IF

F L E

T T

B -8 A

N D B -9

CB206

N T S

O C

T O

B E

R

N

B R

Y A

N

P

REFER TO CB102 FOR BORING LOCATIONS.

677.0

676.6

675.1

670.7

669.5

662.0

658.0

25.7

14.5

14.6

17.7

15.6

Topsoil gray stiff, gray with brown mottles

Topsoil gray stiff, gray with brown mottles

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

0.6

1.2

1.2

1.3

1.2

1.5

1.5

1.5

T

CL-

ML

CL

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

Matt Lozier

N/A

25.5'

SHEET 1B-8 OF 2

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

11/16/11

STARTED

15. DATE HOLE

16. INSPECTOR

Jackson Parker

677.0'

11/16/11

THELEN

N/A

N/A

E: 1126407.2

Ft. Sheridan ARC

N: 2018638.07 B

L O

W S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-8

HOLE NO.

Bottom of hole at 25.5 feet.End of boring at 651.5 feet.

1.5 1.5

CL

Hole No. B-8

SHEET

2OF

SHEETS1. PROJECT Ft. Sheridan ARC

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 677

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-8

HOLE NO.

676.0

675.5

675.1

670.0

667.0

666.0

15.2

14.9

14.8

15.6

16.8

Topsoil very stiff gray

Topsoil

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.2

1.5

0.9

1.5

1.5

1.5

T

GW

CL

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

Matt Lozier

N/A

25.5'

SHEET 1B-9 OF 2

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

11/16/11

STARTED

15. DATE HOLE

16. INSPECTOR

Jackson Parker

676.0'

11/16/11

THELEN

N/A

N/A

E: 1126514.07

Ft. Sheridan ARC

N: 2018666.36

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-9

HOLE NO.

Bottom of hole at 25.5 feet.

End of boring at 650.5 feet.

1.5 1.5

CL

Hole No. B-9

SHEET

2OF

SHEETS1. PROJECT Ft. Sheridan ARC

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 676

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID B-9

HOLE NO.

NAVD 88

3.25" I.D. Hallow Stem Auger

CME 55 Automatic Hammer

25.5

SM

Lean CLAY, stiff, brown and gray, moist

Fill, Silty CLAY, soft, brown, moist

Fill, Silty SAND, fine to coarse, well graded, loose, brown, moist to wet

Lean CLAY with trace gravel, stiff, olive gray, moist very stiff

PI=14

PL=16

LL=30

NAVD 88

25.5'

CME 55 Automatic Hammer

3.25" I.D. Hallow Stem Auger

Gravel with sand, medium dense, gray trace gravel qu=13,650 psf Υdry=120.8 pcf Gs=2.739

PI=14

PL=19

LL=33

Wc 16.2 k=1.3 x 10-8 cm/s

PI=15

PL=19

LL=34

highly plastic Bulk Sample 0.5'

Wc = 24.2

PI=16

PL=21

LL=37

Bulk Sample 0.5'

PI=16

PL=19

LL=39

Bulk Sample 0.5'

WC=22.4

CBR=8.1

opt wc=12.8 Υ=121.3

PI=15

PL=21

LL=36

Bulk Sample 0.5'

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

OF ENGINEERS

US ARMY CORPS

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

1 2 3 4 5 6 7 98

F

E

D

A

B

C

$$$DATE

$$$FILENAME

M A

R C

H

RECORD DRAWING

W

Q R -1

-R -0

U

IS

V

IL

L E D

IS

T R

IC

T

R P

R

ID

E

P N

F -1

-4

-1

F Y

E R

ID

A N A

R M

Y R

E S

E R

V E C

E N

T E

R

A R

E R

ID

A N

IL

L

IN

O

IS

BORING LOGS

SCALE: NA

A1

D P

F O

U T S

B O

R

IN

G L

O G

S

S S

H

IF

F L E

T T

P -1 T

O P -4

CB207

N T S

N

B R

Y A

N

P

O C

T O

B E

R

REFER TO CB102 FOR BORING LOCATIONS.

very stiff

End of boring at 674.5 feet.

1.5

1.5

1.5

1.5

1.5

0.8

1.3

1.5

GW

CL

685.0

681.0

679.0

676.0

9.7

Less plastic

Bottom of hole at 10.5 feet.

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

Matt Lozier

N/A

10.5'

SHEET 1P-1 OF 1

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

11/21/11

STARTED

15. DATE HOLE

16. INSPECTOR

Jackson Parker

685.0'

11/21/11

THELEN

N/A

E: 1125874.09

Ft. Sheridan ARC

N: 2019119.61

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID P-1

HOLE NO.

685.0

684.2

683.5

681.0

676.0

19.1

15.7

23.6

Fill, sand and gravel brown

Bottom of hole at 10.5 feet.

brown

End of boring at 674.5 feet.

1.5

1.5

1.5

1.5

1.5

0.9

1.4

1.5

0.6

1.5

GC

CL

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

Matt Lozier

N/A

10.5'

SHEET 1P-2 OF 1

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

11/21/11

STARTED

15. DATE HOLE

16. INSPECTOR

Jackson Parker

685.0'

11/21/11

THELEN

N/A

N/A

E: 1125974.02

Ft. Sheridan ARC

N: 2018923.32

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID P-2

HOLE NO.

End of boring at 675 feet.

1.5

1.5

1.5

1.5

1.5

0.95

1.09

1.4

0.7

GW

CH

GW

CL

685.5

685.0

684.5

684.0

681.5

676.5

14.8

16.7

Bottom of hole at 10.5 feet.

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

Matt Lozier

N/A

10.5'

SHEET 1P-3 OF 1

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

11/21/11

STARTED

15. DATE HOLE

16. INSPECTOR

Jackson Parker

685.5'

11/21/11

THELEN

N/A

N/A

E: 1125883.41

Ft. Sheridan ARC

N: 2018865.55

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID P-3

HOLE NO.

682.0

681.7

681.2

678.0

18.3

16.7

Topsoil

Bottom of hole at 10.5 feet.End of boring at 671.5 feet.

1.5

1.5

1.5

1.5

1.5

1.4

0.8

1.5

1.5

1.5

T

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

Matt Lozier

N/A

10.5'

SHEET 1P-4 OF 1

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

11/20/11

STARTED

15. DATE HOLE

16. INSPECTOR

Jackson Parker

682.0'

11/20/11

THELEN

N/A

N/A

E: 1125960.51

Ft. Sheridan ARC

N: 2019321.78

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID P-4

HOLE NO.

3.25" I.D. Hallow Stem Auger

CME 55 Automatic Hammer

N/A10.5

NAVD 88 NAVD 88 NAVD 88 NAVD 88

10.5' 10.5' 10.5'

CME 55 Automatic Hammer CME 55 Automatic Hammer CME 55 Automatic Hammer

3.25" I.D. Hallow Stem Auger 3.25" I.D. Hallow Stem Auger 3.25" I.D. Hallow Stem Auger

Lean CLAY with trace of gravel, very stiff, olive gray, moist stiffstiff stiff, trace gravel, brown with gray mottles dry to moist Lean CLAY with some sand and gravel, soft, greenish to gray, gravelly clay or clayey gravel with trace of bricks med stiff moist Fill, GRAVEL with sand, well graded, medium dense, brown to gray, Fill, FAT CLAY, very stiff, brown and gray, moist moist Fill, GRAVEL with sand, well graded, medium dense, brown to gray, medium stiff, brown to gray, moist

Lean CLAY with trace of gravel, very stiff, dark gray, moist to dry soft

Lean CLAY, soft, dark brown, moist very stiff

CL

Sandy Lean CLAY, medium stiff, brown, moist

Fill, sand and gravel

Fill, Gravelly Lean CLAY, dark brown, moist

Wc = 24.6% k=5.1 x 10-9cm/s

PI=17

PL=25

LL=42

Bulk Sample 0.5'

Wc = 19.8%

CBR=3.8

opt wc = 7.2% Υdry=136.9 pcf

PI=20

PL=23

LL=43

Bulk Sample 0.5' k=3.0 x 10-8 cm/s

CBR=6.0

max opt w.c.=11.2% Υdry=126.3 pcf

PI=16

PL=20

LL=36

Bulk Sample 0.5'

Wc =22.4

PI=24

PL=22

LL=46

Bulk Sample 0.5'

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

OF ENGINEERS

US ARMY CORPS

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

1 2 3 4 5 6 7 98

F

E

D

A

B

C

$$$DATE

$$$FILENAME

M A

R C

H

RECORD DRAWING

W

Q R -1

-R -0

U

IS

V

IL

L E D

IS

T R

IC

T

R P

R

ID

E

P N

F -1

-4

-1

F Y

E R

ID

A N A

R M

Y R

E S

E R

V E C

E N

T E

R

A R

E R

ID

A N

IL

L

IN

O

IS

BORING LOGS

SCALE: NA

A1

D P

F O

U T S

B O

R

IN

G L

O G

S

S S

H

IF

F L E

T T

P -5 T

O P -8

CB208

N T S

O C

T O

B E

R

N

B R

Y A

N

P

REFER TO CB102 FOR BORING LOCATIONS.

682.0

681.7

680.5

677.4

676.0

673.0

21.4

24.7

24.8

Topsoil med. stiff

Bottom of hole at 10.5 feet.

Topsoil

End of boring at 671.5 feet.

1.5

1.5

1.5

1.5

1.5

1.2

0.8

1.3

1.5

0.9

T

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

Matt Lozier

N/A

10.5'

SHEET 1P-5 OF 1

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

11/20/11

STARTED

15. DATE HOLE

16. INSPECTOR

Jackson Parker

682.0'

11/20/11

THELEN

N/A

N/A

E: 1126023.33

Ft. Sheridan ARC

N: 2019195.65

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID P-5

HOLE NO.

677.0

676.7

673.0

671.0

21.4

24.7

24.8 very stiff

Bottom of hole at 10.5 feet.End of boring at 666.5 feet.

1.5

1.5

1.5

1.5

1.5

0.9

0.5

1.5

1.5

1.5

T

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

Matt Lozier

N/A

10.5'

SHEET 1P-6 OF 1

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

11/20/11

STARTED

15. DATE HOLE

16. INSPECTOR

Jackson Parker

677.0'

11/20/11

THELEN

N/A

N/A

E: 1126177.61

Ft. Sheridan ARC

N: 2019163.24

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID P-6

HOLE NO.

674.0

673.5

673.2

672.5

670.0

668.0

665.0

18.3

Aspahlt

Fill, sand and gravel gray with brown mottles very stiff brown to gray

Bottom of hole at 10.5 feet.

End of boring at 663.5 feet.

1.5

1.5

1.5

1.5

1.5

1.09

1.4

1.5

1.5

GW

CL

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

Matt Lozier

N/A

10.5'

SHEET 1P-7 OF 1

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

11/17/11

STARTED

15. DATE HOLE

16. INSPECTOR

Jackson Parker

674.0'

11/17/11

THELEN

N/A

N/A

LONG: deg W

Ft. Sheridan ARC

LAT: deg S

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID P-7

HOLE NO.

678.0

676.5

674.0

6.4

15.1

Topsoil moist olive gray, moist

Bottom of hole at 10.5 feet.

Topsoil moist moist olive gray, moist

End of boring at 667.5 feet.

1.5

1.5

1.5

1.5

1.5

0.5

1.5

1.5

1.5

T

GW

CL

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

Matt Lozier

N/A

10.5'

SHEET 1P-8 OF 1

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

11/16/11

STARTED

15. DATE HOLE

16. INSPECTOR

Jackson Parker

678.0'

11/16/11

THELEN

N/A

N/A

E: 1126719.22

Ft. Sheridan ARC

N: 2018752.61

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID P-8

HOLE NO.

Lean CLAY with trace of gravel, very stiff, brown with gray mottles, dry toLean CLAY with trace of gravel, very stiff, brown with gray mottles, dry to

NAVD 88

3.25" I.D. Hollow Stem Auger

CME 55 Automatic Hammer

10.5'

CME 55 Automatic Hammer CME 55 Automatic Hammer CME 55 Automatic Hammer

3.25" I.D. Hollow Stem Auger 3.25" I.D. Hollow Stem Auger 3.25" I.D. Hollow Stem Auger

NAVD 88 NAVD 88

NAVD 88

10.5' 10.5' 10.5'

CL

medium stiff

CL

Lean CLAY with trace of gravel, medium stiff, brown and gray, moist mottles, moist Sandy Lean CLAY with some gravel, medium stiff, brown with gray trace of gravel, stiff, brown to gray less sand

Sandy Lean CLAY, soft, brown to dark brown, moist trace of gravel, stiff, brown with some gray less sand

Fill, gravel and sand, well graded, medium dense, black to gray, Υdry=118.7 pcf k=2.3 x 10-6 cm/s

PI=14

PL=18

LL=32

*** SAFETY PAYS ***

*** SUPPORT VALUE ENGINEERING - IT PAYS ***

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

OF ENGINEERS

US ARMY CORPS

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

1 2 3 4 5 6 7 98

F

E

D

A

B

C

$$$DATE

$$$FILENAME

M A

R C

H

RECORD DRAWING

W

Q R -1

-R -0

U

IS

V

IL

L E D

IS

T R

IC

T

R P

R

ID

E

P N

F -1

-4

-1

F Y

E R

ID

A N A

R M

Y R

E S

E R

V E C

E N

T E

R

A R

E R

ID

A N

IL

L

IN

O

IS

BORING LOGS

SCALE: NA

A1

D P

F O

U T S

B O

R

IN

G L

O G

S

S -1 A

N D S -2

CB209

N T S

O C

T O

B E

R

N

B R

Y A

N

P

REFER TO CB102 FOR BORING LOCATIONS.

S S

H

IF

F L E

T T

679.0

678.2

677.0

675.0

673.0

666.0

661.0

15.6

25.3

Topsoil

Lean CLAY with some gravel, stiff, moist brown with red trace of gravel, brown and gray very stiff very stiff

Topsoil

Lean CLAY with some gravel, stiff, moist brown with red trace of gravel, brown and gray very stiff very stiff

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.5

1.4

1.5

0.9

1.5

1.5

0.4

1.5

1.5

1.4

T

CL

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

Matt Lozier

N/A

20.5'

SHEET 1S-1 OF 2

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

11/21/11

STARTED

15. DATE HOLE

16. INSPECTOR

Jackson Parker

679.0'

11/21/11

THELEN

N/A

N/A

E: 1126289.46

Ft. Sheridan ARC

N: 2018795.06

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID S-1

HOLE NO.

Bottom of hole at 20.5 feet.End of boring at 658.5 feet.

CL

Hole No. S-1

SHEET

2OF

SHEETS1. PROJECT Ft. Sheridan ARC

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 679

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID S-1

HOLE NO.

684.5

684.0

678.5

674.5

670.5

665.5

Matt Lozier

N/A

20.5'

SHEET 1S-2 OF 2

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

11/20/11

STARTED

15. DATE HOLE

16. INSPECTOR

Jackson Parker

684.5'

11/20/11

15.2

15.5

17.2

Topsoil gray moist to wet

Topsoil gray moist to wet

1.5

1.5

1.5

1.5

1.5

1.5

1.2

1.4

1.42

1.1

1.5

1.3

1.5

1.5

T

CL

More plastic

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

THELEN

N/A

N/A

E: 1125824.45

Ft. Sheridan ARC

N: 2019268.23

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID S-2

HOLE NO.

End of boring at 664 feet.

CL

Bottom of hole at 20.5 feet.

Hole No. S-2

SHEET

2OF

SHEETS1. PROJECT Ft. Sheridan ARC

BORING LOG (cont sheet) ELEVATION TOP OF HOLE 684.5

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft. Sheridan ARCLRL FORM 1202

JUNE 2000

PREVIOUS EDITIONS ARE OBSOLETE.

SYMBOLS: WATER LEVELS AT COMPLETION PARTIAL LOSS OF DRILL FLUID S-2

HOLE NO.

stiff, trace of gravel, brown to gray stiffstiff very stiff, wetvery stiff, wet

3.25" I.D. Hollow Stem Auger

CME 55 Automatic Hammer

20.5

NAVD 88

20.5'

CME 55 Automatic Hammer

3.25" I.D. Hollow Stem Auger

NAVD 88

Lean CLAY with some gravel, medium stiff, brown to dark brown, moist

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

P R

O J E

C T E

N G

IN

E E

R /A

R C

H

IT

E

T E

D R

A W

IN

G C

O D

A L E

D A

T

M B

O L

R E

V

IS

IO

N S

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

OF ENGINEERS

US ARMY CORPS

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

LOUISVILLE DISTRICT

SHEET REF NUMBER:

SHEET OF

1 2 3 4 5 6 7 98

F

E

D

A

B

C

$$$DATE

$$$FILENAME

M A

R C

H

RECORD DRAWING

W

Q R -1

-R -0

U

IS

V

IL

L E D

IS

T R

IC

T

R P

R

ID

E

P N

F -1

-4

-1

F Y

E R

ID

A N A

R M

Y R

E S

E R

V E C

E N

T E

R

A R

E R

ID

A N

IL

L

IN

O

IS

BORING LOGS

SCALE: NA

A1

D P

F O

U T S

B O

R

IN

G L

O G

S

S -3

S S

H

IF

F L E

T T

N T S

CB210

O C

T O

B E

R

N

B R

Y A

N

P

REFER TO CB102 FOR BORING LOCATIONS.

gray

1.5

1.5

1.5

1.5

1.5

1.5

1.5

0.7

0.9

1.5

1.5

0.71

1.5

1.5

CL

678.0

676.5

674.0

669.0

663.6

659.0

14.6

15.2

15.3

16.1

BORING NO.

VERTICAL INCLINED

9. DIRECTION OF BORING

5. DRILL TYPE

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

3. DRILLING AGENCY

4. NAME OF DRILLER

2. LOCATION

1. PROJECT

Matt Lozier

N/A

20.5'

SHEET 1S-3 OF 2

10. DATUM FOR ELEVATION

SHOWN ITEM (TBM OR MSL)

11. DRILL METHOD

12. ELEVATION TOP OF HOLE

13. TOTAL NUMBER CORE BOXES

14. ELEVATION GROUND WATER

COMPLETED

11/21/11

STARTED

15. DATE HOLE

16. INSPECTOR

Jackson Parker

678.0'

11/21/11

THELEN

N/A

N/A

E: 1126581.63

Ft. Sheridan ARC

N: 2018886.32

B L

O W

S -I

N C

H

ELEVATION

D E

P T

H S

C A

L E

M O

IS

T U

R E

S A

M P

L E T

Y P

E

L E

G E

N D

CLASSIFICATION

OF MATERIALS

CLASSIFICATION

OF MATERIALS

P E

N E

T R

A T

IO

N

R Q

D

R E

C O

V E

R Y

U S

C S C

L A

S S

S A

M P

L E

REMARKS

PROJECT: Ft.