36C25219B0037-0001004.pdf

S-1

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Concrete Depth [7" +/-] Gravel Depth [5" +/-] (CL FILL) FILL, LEAN CLAY, trace gravel, trace sand, contains brick, brown and gray, moist, very stiff

(CL) LEAN CLAY, trace gravel, trace sand, reddish brown, moist, hard

(CL) LEAN CLAY, trace gravel, trace sand, gray, moist, hard to very stiff

(CL/ML) SILTY CLAY, trace gravel, trace sand, gray, moist, hard

With Gravel from about 27 to 40 feet

50/6

6 23 2.5

4.5

5.75

4.25

50/6

6+

CLIENT

RTM & Associates

Job #:

16:12540

BORING #

B-1

SHEET

PROJECT NAME

Hines VA - Cooling Water Tanks Structure

ARCHITECT-ENGINEER

SITE LOCATION

5000 South 5th Avenue, Hines, Cook, IL

NORTHING EASTING STATION

CONTINUED ON NEXT PAGE.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL 4.5 WS WD BORING STARTED 08/31/18 CAVE IN DEPTH

WL(SHW) WL(ACR) BORING COMPLETED 08/31/18 HAMMER TYPE Auto

WL RIG Truck FOREMAN Mark DRILLING METHOD CFA / MRDRILLING METHOD CFA / MR

D E

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T Y

P E

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IS

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(I N

R E

C O

V E

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IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

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E V

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10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

BLOWS/FT621 +/-

S-10

S-11

S-12

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(CL/ML) SILTY CLAY, trace gravel, trace sand, gray, moist, hard

With Gravel from about 27 to 40 feet

(GC) CLAYEY GRAVEL, some fractured limestone, gray, moist, very dense

Drilling Subcontractor Reported Petro Chemical Odor at Bottom Soil Sample

END OF BORING @ 45½'

50/3

63/6

55/6

50/3

63/6

55/6

CLIENT

RTM & Associates

Job #:

16:12540

BORING #

B-1

SHEET

PROJECT NAME

Hines VA - Cooling Water Tanks Structure

ARCHITECT-ENGINEER

SITE LOCATION

5000 South 5th Avenue, Hines, Cook, IL

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL 4.5 WS WD BORING STARTED 08/31/18 CAVE IN DEPTH

WL(SHW) WL(ACR) BORING COMPLETED 08/31/18 HAMMER TYPE Auto

WL RIG Truck FOREMAN Mark DRILLING METHOD CFA / MRDRILLING METHOD CFA / MR

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

S-1

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S-3

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S-5

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S-8

S-9

SS

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SS

SS

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Concrete Depth [6" +/-] Gravel Depth [6" +/-] (CL FILL) FILL, LEAN CLAY, trace gravel, trace sand, brown and gray, moist, very stiff

(CL) LEAN CLAY, trace gravel, trace sand, brown and gray, moist, very stiff

(CL) LEAN CLAY, trace gravel, trace sand, gray, moist, hard

(CL/ML) SILTY CLAY, trace gravel, trace sand, gray, moist, hard

With Gravel from about 37 to 45 feet, Possible cobble/boulder at about 38½ feet.

6 17

6 22

11 16

4.5

18 18 5.25

6+

6+

CLIENT

RTM & Associates

Job #:

16:12540

BORING #

B-2

SHEET

PROJECT NAME

Hines VA - Cooling Water Tanks Structure

ARCHITECT-ENGINEER

SITE LOCATION

5000 South 5th Avenue, Hines, Cook, IL

NORTHING EASTING STATION

CONTINUED ON NEXT PAGE.

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL 4 WS WD BORING STARTED 08/31/18 CAVE IN DEPTH

WL(SHW) WL(ACR) 12 BORING COMPLETED 08/31/18 HAMMER TYPE Auto

WL RIG Truck FOREMAN Mark DRILLING METHOD CFA / MRDRILLING METHOD CFA / MR

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION

S-10

S-11

S-12

S-13

S-14

SS

SS

SS

SS

SS

(CL/ML) SILTY CLAY, trace gravel, trace sand, gray, moist, hard

With Gravel from about 37 to 45 feet, Possible cobble/boulder at about 38½ feet.

(ML) SILT, gray, moist, very dense

(GM) SILTY GRAVEL, some fractured limestone, gray, moist, very dense

Subcontracted Drillers Reported Petro Chemical Oder at bottom 10 feet of boring.

Subcontracted Drillers Report Bedrock or Possible Boulder.

END OF BORING @ 60'

100/1

56/6

51/6

73/6

6+

100/1

6+

56/6

51/6

73/6

CLIENT

RTM & Associates

Job #:

16:12540

BORING #

B-2

SHEET

PROJECT NAME

Hines VA - Cooling Water Tanks Structure

ARCHITECT-ENGINEER

SITE LOCATION

5000 South 5th Avenue, Hines, Cook, IL

NORTHING EASTING STATION

THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.

WL 4 WS WD BORING STARTED 08/31/18 CAVE IN DEPTH

WL(SHW) WL(ACR) 12 BORING COMPLETED 08/31/18 HAMMER TYPE Auto

WL RIG Truck FOREMAN Mark DRILLING METHOD CFA / MRDRILLING METHOD CFA / MR

D E

P T

H

F T

S A

M P

L E

N O

S A

M P

L E

T Y

P E

S A

M P

L E

D

IS

T

(I N

R E

C O

V E

R Y

IN

SURFACE ELEVATION

DESCRIPTION OF MATERIAL

W A

T E

R L

E V

E L S

E L E

V A

T

IO

N

F T

B L O

W S

/6

10 20 30 40 50+

20% 40% 60% 80% 100%

1 2 3 4 5+

ENGLISH UNITS

BOTTOM OF CASING LOSS OF CIRCULATION

CALIBRATED PENETROMETER TONS/FT2

PLASTIC

LIMIT %

WATER

CONTENT %

LIQUID

LIMIT %

ROCK QUALITY DESIGNATION & RECOVERY

RQD% REC.%

STANDARD PENETRATION