2_-_Geotechnical_(B)_Series_(1).pdf

PDF 9 MB Posted Aug 13, 2018

Attached to: Green Brook Segment C2 Federal contract opportunity
Solicitation number: W912DS-18-B-0027
Issued by: Department of the Army Corps of Engineers Engineering District New York

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File	Type	Posted
Bid_Abstract.xlsx	XLSX spreadsheet	Sep 21, 2018
W912DS-18-B-0027-Amendment_0006.pdf	PDF	Sep 19, 2018
W912DS18B0027-Amendment_0005.pdf	PDF	Sep 18, 2018
W912DS18B0027-Amendment_0004.pdf	PDF	Sep 18, 2018
GB_SEG_C2_CD-106XXX_Sep172018_F.pdf	PDF	Sep 18, 2018
GB_SEG_C2_CD-101XXX_Sep172018_F.pdf	PDF	Sep 18, 2018
NJDEP_permits_for_Green_Brook_(002).pdf	PDF	Sep 15, 2018
31_41_16_-_Sheet_Piling.pdf	PDF	Sep 14, 2018
W912DS18B0027-Amendment_0003.pdf	PDF	Sep 14, 2018
09_97_02_Painting.pdf	PDF	Sep 14, 2018
Segment_C2_Contract_1_-_Amendment_2_-_Specifications.pdf	PDF	Sep 11, 2018
W912DS18B0027-amendment0002.pdf	PDF	Sep 11, 2018
Segment_C2_Contract_1_-_Amendment_2_-_Drawings.pdf	PDF	Sep 11, 2018
C-501.pdf	PDF	Sep 11, 2018
EC-101.pdf	PDF	Sep 11, 2018
Amendment_0001.pdf	PDF	Aug 23, 2018
4_-_Structural_(S)_Series.pdf	PDF	Aug 13, 2018
3_-_Civil_Series_(C,CD,CG,EC,L,V,X).pdf	PDF	Aug 13, 2018
Segment_C2_Contract_1_Specifications_Final.pdf	PDF	Aug 13, 2018
1_-_General_(G)_Series.pdf	PDF	Aug 13, 2018
5_-_Reference_Drawings.pdf	PDF	Aug 13, 2018
Solicitation_final.pdf	PDF	Aug 13, 2018

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SEGH-16-03

SEGH-16-04

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SEGH-16-10

SEGH-16-11

SEGH-16-12

SEGH-16-13

SEGH-16-09

SEGH-16-07

SEGC2-17-13

SEGC2-17-12

SEGC3-17-01

SEGC3-17-02

SEGC2-17-10

SEGC2-17-09

SEGC2-17-08

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SEGC2-17-05

SEGC2-17-04

SEGC2-17-03

SEGC2-17-02

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SEGC1-17-16

SEGC2-17-11 SEGC1-17-17

H S

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J A

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37+00

38+00

39+00

40+00

0 4

46+

15+

STA. 28+83.00

FLOODWALL

BEGIN SEGMENT C2

STA. 36+12.32

CONTRACT

BASE

OPTION 2

CONTRACT

C O

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B A S

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STA. 37+61.50

200'0 100'

SCALE:1"=100'

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

B-101

G S

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SUBSURFACE INVESTIGATION LOCATION

BORING

635,818.90

635,688.00

635,629.20

635,470.70

635,517.10

635,478.50

635,450.40

635,508.10

635,529.30

635,571.40

635,593.90

635,667.50

635,877.10

636,001.50

636,181.80

636,314.80

636,426.90

636,529.40

636,593.80

636,610.00

493,200.00

493,416.30

493,671.50

493,885.10

494,126.40

494,384.10

494,635.60

494,885.90

495,084.80

495,305.60

495,418.90

495,523.60

495,441.00

495,475.00

495,639.50

495,816.00

495,815.10

495,855.00

496,002.10

496,093.90

POINT TYPE NORTHING EASTING

M A

T C

H L

E S

H E

E T B -1

-J

U L -2

G B S

E G C

B -1

X X

X .d g n

C L S

BORING

636,104.80

636,190.40

636,069.00

635,982.40

635,897.10

635,764.10

635,623.40

635,573.60

635,497.70

635,429.10

635,336.20

635,287.60

635,223.30

635,122.90

635,053.80

635,037.00

634,923.10

497,485.00

497,274.40

497,055.20

496,825.90

496,589.40

496,377.20

496,165.00

495,951.00

495,773.10

495,540.60

495,461.90

495,375.10

495,182.40

495,039.10

494,789.20

494,571.00

494,351.30

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SEGH-16-08

SEGH-16-07

SEGH-16-06

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SEGH-16-04

SEGH-16-03

SEGC3-17-02

SEGC3-17-01

SEGC2-17-13

SEGC2-17-12

SEGC2-17-11

SEGC2-17-10

SEGC2-17-09

SEGC2-17-08

SEGC2-17-07

SEGC2-17-06

SEGC2-17-05

SEGC2-17-04

SEGC2-17-03

SEGC2-17-02

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SCALE:1"=100'

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REGION ARE ANTICIPATED AND, IF ENCOUNTERED, SUCH VARIATIONS WILL NOT BE CONSIDERED AS DIFFERING

MATERIALLY WITHIN THE PURVIEW OF THE CONTRACT CLAUSE ENTITLED ''DIFFERING SITE CONDITIONS''.

AND IS APPROXIMATE, EXCEPT WITHIN THOSE VERTICAL REACHES OF THE BORINGS WHERE SHEAR STRENGTHS FROM

GROUND-WATER ELEVATIONS SHOWN ON THE BORING LOGS REPRESENT GROUND-WATER SURFACES ENCOUNTERED IN SUCH

UNCONFINED COMPRESSION TESTS ARE SHOWN.

GENERAL NOTES:

CONSISTENCY OF COHESIVE SOILS SHOWN ON THE BORING LOGS IS BASED ON DRILLER'S LOG AND VISUAL EXAMINATION

WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR RESPECTIVE LOCATIONS AND FOR

THEIR RESPECTIVE VERTICAL REACHES, LOCAL VARIATIONS CHARACTERISTIC OF THE SUBSURFACE MATERIALS OF THE

GROUND-WATER DATA ARE AVAILABLE FROM THE BORING BUT DOES NOT NECESSARILY MEAN THAT GROUND-WATER WILL

BORINGS ON THE DATES SHOWN. ABSENCE OF WATER SURFACE DATA ON CERTAIN BORINGS INDICATES THAT NO

NOT BE ENCOUNTERED AT THE LOCATIONS OR WITHIN THE VERTICAL REACHES OF SUCH BORINGS.

DRIVING RESISTANCES, SHOWN IN BLOWS PER FOOT, ARE DETERMINED WITH A SPLIT SPOON SAMPLER

UNIFIED SOIL CLASSIFICATION SYSTEM (USCS)

GRAVEL,WELL GRADED,GRAVEL-SAND MIXTURES,LITTLE OR NO FINES

GRAVEL,POORLY GRADED,GRAVEL-SAND MIXTURES,LITTLE OR NO FINES

SAND,POORLY-GRADED,GRAVELLY SANDS

SILTY SAND,SAND-SILT MIXTURES

SAND,WELL-GRADED,GRAVELLY SANDS

SILTY GRAVEL,GRAVEL-SAND-SILT MIXTURES

CLAYEY GRAVEL,GRAVEL-SAND-CLAY MIXTURES

SILTS AND

(LIQUID LIMIT

SILTS AND

BOL

TYPICAL NAMES

50)

(LIQUID LIMIT

50)

M A

L L E

R T

H A

N N

V E S

M O

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H A

N H

A L F T

H E M

A T

E R

NOTE: SOILS POSSESSING CHARACTERISTICS OF TWO GROUPS ARE DESIGNATED BY COMBINATIONS OF GROUP SYMBOLS.

E G

R A

E D S

WITH FINES

CLAYS

HIGHLY ORGANIC SOILS

CLAYS

LEAN CLAY,SANDY CLAY,SILTY CLAY,OF LOW TO MEDIUM PLASTICITY

CLAYEY SAND,SAND-CLAY MIXTURES

SILT & VERY FINE SAND,SILTY OR CLAYEY FINE SAND OR CLAYEY SILT WITH SLIGHT PLASTICITY

ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY,ORGANIC SILTS

PEAT,AND OTHER HIGHLY ORGANIC SOIL

FAT CLAY,INORGANIC CLAY OF HIGH PLASTICITY

ORGANIC SILTS,AND ORGANIC SILTY CLAYS OF LOW PLASTICITY

SILT,FINE SANDY OR SILTY SOIL WITH HIGH PLASTICITY

TYPE

CLEAN

V E S

C O

A R

S E F

R A

C T

N I S

L A

R G

E R T

H A

N N

NO FINES)

(Appreciable

(LITTLE OR

GRAVEL

M O

R E T

H A

N H

A L F O

T H

A N N

O S

V E S

S A

N D

M O

R E T

H A

N H

A L F O

F M

A T

E R

L I S L

A R

G E

MAJOR DIVISION

C O

A R

S E G

R A

E D

S M

A L L E

R T

H A

N N

V E S

C O

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S E F

R A

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N I S

G R

A V

E L S

M O

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H A

N H

A L F O

SYMBOL

SYM

LETTER

SAND

SANDS

CLEAN

AMOUNT OF

FINES)

AMOUNT OF

FINES)

(APPRECIABLE

(LITTLE OR

NO FINES)

SILT & VERY FINE SAND,SILTY OR CLAYEY FINE SAND OR CLAYEY SILT WITH SLIGHT PLASTICITY

LEAN CLAY,SANDY CLAY,SILTY CLAY,OF LOW TO MEDIUM PLASTICITY

BOL

SYM

SAND SAND,WELL GRADED OR POORLY GRADED GRAVELLY SAND,SILTY SAND,CLAYEY SAND

SILT

CLAY

COMPLETELY WEATHERED SILTSTONE

SILTSTONE

FILLFILL

TYPICAL NAMES

SILTSTONE

TYPE

vSt

StLIGHT GRAY

2000-4000

So vSo

DARK GRAY

CONCRETIONS

P I.

L A

S T

Y I

N D

E X

ML OL

MH OH

GRAY

GREENISH-GRAY

BROWNISH-GRAY

GRAYISH-BROWN

GRAYISH-GREEN

1000-2000

CONSISTENCY

FOR COHESIVE SOILS

UNCONFINED COMPRESSION TEST

COHESION IN LBS./SQ.FT. FROM

CONSISTENCY

WdWOOD

OxOXIDIZED

SYMBOL

HARD

500-1000

250-500

VERY STIFF

SOFT

VERY SOFT

STIFF

MEDIUM

C L O

C H

FOR CLASSIFICATION OF FINE-GRAINED SOILS IN ACCORDANCE WITH ASTM D 2487

C L O

P I.

L A

S T

Y I

N D

E X "A

" L

ML OL

MH OH

LUMPS OF CLAY

SATURATED

Clp

Sat

CL-ML

O R

N E

L.L.-LIQUID LIMIT

gyGn gnGr

BlGn gyBr brGr

1004020 8060

BROWN

IGr

DARK BROWN

LIGHT BROWN

BLACK

R dBr

BLUE

BLUE-GREEN

GREEN

IBr

Gr dGr

RED

80200 6040

SYMBOLCOLOR

YELLOW

TAN

COLOR

PLASTICITY CHART

L.L.-LIQUID LIMIT

DESCRIPTIVE SYMBOLS

"A " L

WHITE

CLAY STRATA OR LENSES

SILT STRATA OR LENSES

ORGANIC MATTER

sdsSANDSTONE FRAGMENTS slfSHELL FRAGMENTS

SIS

BOULDERS

SLICKENSIDES

GRAVELLY

SSSAND STRATA OR LENSES

SSANDY

SYMBOL

MODIFICATION

MOTTLED

MODIFICATIONS

Mot

TRACES

LIGNITE FRAGMENTS

SHALE FRAGMENTS

ROOTLETS

MEDIUM

FINE

COARSE

(1 7/8" I.D. TUBE SAMPLER AND A 140 LB. DRIVING HAMMER WITH A 30" DROP, EXCEPT AS OTHERWISE NOTED.)

SHALE

HIGHLY WEATHERED SHALE

DECOMPOSED SHALE HIGHLY WEATHERED AND DECOMPOSED SHALE

SHALE

WEATHERED SHALE

SOIL AND ROCK LEGENDS

(ML-OL) Black-gray SILT and organics

(SM) Plainfield Deposit: Red-brown SAND, little silt, trace gravel

(ML-SM) Plainfield Deposit :Brown SILT, trace gravel

(SC) Plainfield Deposit: Red-brown SAND, some clay

(SM) Plainfield Deposit: Brown SILT, little gravel

(SM) Plainfield Deposit: Brown SILT, some sand, little gravel

(ML-SM) Plainfield Deposit: Red-brown SILT, little gravel

(SM) Plainfield Deposit: Brown SAND, little gravel, trace silt

Passaic Formation: Red-brown decomposed SHALE

Passaic Formation: Red-brown highly weathered SHALE and decomposed SHALE

Passaic Formation: Red-brown highly weathered SHALE

2-2-4-6

(6)

8-13-12-14

(25)

14-14-13-

(27)

4-4-7-9

(11)

3-7-10-12

(17)

10-19-29-

50/5"

13-32-

50/5"

50/1"

50/2"

50/1"

NOTES

GROUND ELEVATION 35.351 ft NAVD88

DRILLING METHOD SPT

DRILLING CONTRACTOR ADT

DATE STARTED 8/11/17 COMPLETED 8/11/17 HOLE SIZE 4 inches

Approved by WBWLogged by JRT

(Continued Next Page)

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

T Y

P E

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M B

E R

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C O

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Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

W p c f

SPT N VALUE

20 40 60 80

PAGE 1 OF 2Boring SegC3-17-02

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

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B .G

D T

G E

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G C

B O

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V .G

P J

Passaic Formation: Red-brown highly weathered SHALE

(continued)

Passaic Formation: Red-brown SHALE

Bottom of borehole at 50.0 feet.

(55)

50/2"

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

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MATERIAL DESCRIPTION

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N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 2 OF 2Boring SegC3-17-02

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

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S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

-J

U L -2

X X

G B S

E G C

B -1

B-104

E E

G L

O G

S S

E G

M E

N T C

(ML) Black-gray SILT and organics

(CL) River Deposit: Black-gray silty CLAY, organics

(ML) River Deposit: Black-gray SILT, organics

(CL) River Deposit: Gray lean CLAY, little sand

(SM) River Deposit: Gray to light brown f-m SAND, trace to little silt

(SM) River Deposit :Red-brown m SAND, trace to little gravel

(SP) Plainfield Deposit: Red-brown SAND, trace silt, trace rounded and angular gravel

(SM) Plainfield Deposit: Brown SILT, some sand, trace to some gravel

(GM) Plainfield Deposit: Brown SILT, some sand, some gravel

Passaic Formation: Red-brown highly weathered SHALE and decomposed SHALE

Passaic Formation: Red-brown decomposed SHALE

Passaic Formation: Red-brown highly weathered SHALE

2-2-3-5

(5)

3-5-6-6

(11)

5-5-7-11

(12)

4-1-1-1

(2)

2-3-15-23

(18)

4-25-26-42

(51)

9-31-50

(81)

22-50/5"

50/4"

48-50/1"

50/4"

43-50/5"

50/1"

NOTES

GROUND ELEVATION 32.792 ft NAVD88

DRILLING METHOD SPT

DRILLING CONTRACTOR ADT

DATE STARTED 8/10/17 COMPLETED 8/10/17 HOLE SIZE 4 inches

Approved by WBWLogged by JRT

(Continued Next Page)

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 1 OF 2Boring SegC3-17-01

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

Passaic Formation: Red-brown highly weathered SHALE

(continued)

Bottom of borehole at 40.1 feet.

50/1"

50/4"

50/1"

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 2 OF 2Boring SegC3-17-01

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

-J

U L -2

X X

G B S

E G C

B -1

B-105

E E

G L

O G

S S

E G

M E

N T C

(SM) Black-gray SAND, some silt, organic matter

(SM) Yellow-brown to red-brown f SAND, some silt

(SC-GM) River Deposit: Red-brown interlayered SAND, little clay, little gravel and fine SAND and GRAVEL, trace silt

(SP) River Deposit: Red-brown f-m SAND

(SC) Plainfield Deposit: Brown SAND, little silt, little to trace gravel

(SM) Brown SAND, some silt

(ML) Brown SILT

(SM) Plainfield Deposit: Red-brown SAND, some silt

Passaic Formation: Red-brown decomposed SHALE

Passaic Formation: Red-brown highly weathered SHALE and decomposed SHALE

Passaic Formation: Red-brown highly weathered SHALE

1-2-6-8

(8)

11-9-11-11

(20)

3-9-10-9

(19)

4-5-6-7

(11)

6-12-14-11

(26)

5-7-8-9

(15)

7-7-16-23

(23)

13-30-

50/5"

31-48-

50/1"

30-50/3"

31-50/1"

50/4"

50/1"

50/3"

NOTES

GROUND ELEVATION 35.7 ft NAVD88

DRILLING METHOD SPT

DRILLING CONTRACTOR ADT

DATE STARTED 8/9/17 COMPLETED 8/10/17 HOLE SIZE 4 inches

Approved by WBWLogged by JRT

(Continued Next Page)

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 1 OF 2Boring SegC2-17-13

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

Passaic Formation: Red-brown highly weathered SHALE

(continued)

Bottom of borehole at 40.1 feet.

50/2"

50/1"

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 2 OF 2Boring SegC2-17-13

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

-J

U L -2

X X

G B S

E G C

B -1

B-106

E E

G L

O G

S S

E G

M E

N T C

(ML) Brown SILT, organics

(ML) Yellow-brown SILT and SAND, organic matter

(SM-GM) Brown f-m SAND, some silt, some gravel

(SP) Brown m SAND. little silt, trace gravel

(SM-GM) Brown f-m SAND, some silt, some gravel

(SM) Brown m SAND, little silt, trace gravel

(SM) Brown SAND, some silt

(SP) Plainfield Deposit: Dark brown and red-brown SAND, little to trace gravel

(SC) Dark red-brown SAND, little clay, trace gravel

(SM) Plainfield Deposit: Red-brown SILT, some sand

(SM) Plainfield Deposit: Brown SILT and f SAND, trace gravel

(SM) Plainfield Deposit: Brown f SAND, some silt, little gravel of angular shale

Passaic Formation: Red-brown decomposed SHALE

Passaic Formation: Red-brown highly weathered SHALE and decomposed SHALE

Passaic Formation: Red-brown highly weathered SHALE

2-4-5-9

(9)

7-10-12-10

(22)

9-9-6-9

(15)

2-4-6-10

(10)

4-3-6-11

(9)

4-8-8-9

(16)

5-5-4-7

(9)

6-6-4-17

(10)

4-5-4-11

(9)

3-4-50

(54)

41-50/3"

50/4"

50/3"

50/5"

50/2"

NOTES

GROUND ELEVATION 36.2 ft NAVD88

DRILLING METHOD SPT

DRILLING CONTRACTOR ADT

DATE STARTED 7/28/17 COMPLETED 7/31/17 HOLE SIZE 4 inches

Approved by WBWLogged by JRT

(Continued Next Page)

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 1 OF 2Boring SegC2-17-12

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

Passaic Formation: Red-brown highly weathered SHALE

(continued)

Bottom of borehole at 40.2 feet.

50/2"

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 2 OF 2Boring SegC2-17-12

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

-J

U L -2

X X

G B S

E G C

B -1

B-107

.A .H

E E

G L

O G

S S

E G

M E

N T

(ML) Black SILT, organic matter

(SM) Yellow-brown SILT, some sand

(SM-GM) Brown f-m SAND, some gravel

(GM) Brown f-m SAND and GRAVEL

(SM) Brown m SAND, some silt, little to some gravel

(SP-SC) Brown SAND, little clay, little to trace gravel

(SM) Brown m SAND, some silt

(SC) Plainfield Deposit: Brown SAND, some clay, trace to little gravel

(ML) Plainfield Deposit: Brown SILT, little gravel

(SM-GM) Brown m SAND and GRAVEL

Passaic Formation: Red-brown decomposed SHALE

Passaic Formation: Red-brown highly weathered SHALE

2-3-7-6

(10)

6-7-9-11

(16)

10-10-9-7

(19)

3-4-6-8

(10)

5-7-9-12

(16)

5-8-10-12

(18)

2-4-6-14

(10)

5-6-8-12

(14)

50/3"

50/1"

NOTES

GROUND ELEVATION 36.9 ft NAVD88

DRILLING METHOD SPT

DRILLING CONTRACTOR ADT

DATE STARTED 7/27/17 COMPLETED 7/28/17 HOLE SIZE 4 inches

Approved by WBWLogged by HL

(Continued Next Page)

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 1 OF 2Boring SegC2-17-11

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

Passaic Formation: Red-brown highly weathered SHALE

(continued)

Bottom of borehole at 40.1 feet.

50/1"

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 2 OF 2Boring SegC2-17-11

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

-J

U L -2

X X

G B S

E G C

B -1

B-108

.A .H

E E

G L

O G

S S

E G

M E

N T

(SM) Fill: Gray, brown, yellow-brown SILT, trace sand, organic matter

(SM) Brown f-m SAND, little to some silt, little to some gravel

(SM) Brown SAND, little silt, trace gravel

(SM) Brown SAND, some silt

(SC) Plainfield Deposit: Brown SAND, some silty clay

(CL-SC) Plainfield Deposit: Brown SILTY CLAY, some sand

(ML) Plainfield Deposit: Gray SILT

(SC) Plainfield Deposit: Brown CLAYEY SILT, some sand, little gravel

(SM-GM) Plainfield Deposit: Red-brown SAND, some silt, some gravel

(SC) Plainfield Deposit: Red-brown CLAYEY SILT, some sand

Passaic Formation: Red-brown decomposed SHALE

Passaic Formation: Red-brown highly weathered SHALE

2-1-2-5

(3)

4-5-9-12

(14)

9-7-7-5

(14)

4-4-5-6

(9)

5-6-9-13

(15)

7-9-6-6

(15)

4-3-7-7

(10)

2-3-5-11

(8)

3-3-3-4

(6)

28-50

50/3"

50/5"

50/1"

50/2"

50/0"

NOTES

GROUND ELEVATION 36.1 ft NAVD88

DRILLING METHOD SPT

DRILLING CONTRACTOR ADT

DATE STARTED 7/27/17 COMPLETED 7/27/17 HOLE SIZE 4 inches

Approved by WBWLogged by HL

(Continued Next Page)

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 1 OF 2Boring SegC2-17-10

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

Passaic Formation: Red-brown highly weathered SHALE

(continued)

Bottom of borehole at 40.1 feet.

50/1"

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 2 OF 2Boring SegC2-17-10

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

-J

U L -2

X X

G B S

E G C

B -1

B-109

.A .H

E E

G L

O G

S S

E G

M E

N T

(ML) Dark brown SILT, organic matter

(SM) FILL: Red-brown SAND and SILT, little gravel

(SM) Fill: Orange-brown to gray-brown SAND, some silt, little gravel

(SP) Gray-brown to red-brown SAND, trace silt, trace gravel

(SM) Plainfield Deposit: Red-brown SAND, some silt, trace gravel

Passaic Formation: Red-brown decomposed SHALE

Passaic Formation: Red-brown highly weathered and decomposed

SHALE

Passaic Formation: Red-brown highly weathered SHALE

Passaic Formation: Red-brown decomposed SHALE

2-4-6-5

(10)

4-5-4-5

(9)

4-5-6-7

(11)

3-7-8-7

(15)

7-6-5-7

(11)

10-15-14-

(29)

17-50

50/5"

25-50/4"

25-50/1"

50/3"

10-50/2"

50/3"

50/4"

NOTES

GROUND ELEVATION 34.7 ft NAVD88

DRILLING METHOD SPT

DRILLING CONTRACTOR ADT

DATE STARTED 7/26/17 COMPLETED 7/26/17 HOLE SIZE 4 inches

Approved by WBWLogged by MBA

(Continued Next Page)

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 1 OF 2Boring SegC2-17-09

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

Passaic Formation: Red-brown highly weathered SHALE

(continued)

Bottom of borehole at 40.1 feet.

50/2"

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 2 OF 2Boring SegC2-17-09

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

-J

U L -2

X X

G B S

E G C

B -1

B-110

.A .H

E E

G L

O G

S S

E G

M E

N T

(ML) Dark brown SILT, organic matter

(SM) FILL: Yellow-brown to mottled gray SILT, little to trace sand

(SM) FILL: Gray SAND, some silt

(CL) Red-brown to Orange-brown lean CLAY, some sand

(SM) River Deposit: Red-brown SAND some to little silt, trace gravel

(SM) River Deposit: Red-brown SAND and SILT, some gravel

(SP) Gray-brown SAND, trace silt

(SM) Plainfield Deposit: Red-brown SAND, some silt, little gravel

Passaic Formation: Red-brown decomposed SHALE

Passaic Formation: Red-brown highly weathered SHALE

3-4-4-5

(8)

9-9-10-9

(19)

7-9-7-3

(16)

2-3-2-3

(5)

2-2-6-5

(8)

9-7-6-8

(13)

6-12-50/3"

50/5"

50/3"

50/2"

NOTES

GROUND ELEVATION 36 ft NAVD88

DRILLING METHOD SPT

DRILLING CONTRACTOR ADT

DATE STARTED 7/26/17 COMPLETED 8/9/17 HOLE SIZE 4 inches

Approved by WBWLogged by MBA

(Continued Next Page)

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 1 OF 2Boring SegC2-17-08

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

Passaic Formation: Red-brown highly weathered SHALE

(continued)

Passaic Formation: Red-brown SHALE

Bottom of borehole at 50.0 feet.

(59)

50/2"

50/3"

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 2 OF 2Boring SegC2-17-08

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

-J

U L -2

X X

G B S

E G C

B -1

B-111

.A .H

E E

G L

O G

S S

E G

M E

N T

(SM) Brown SILT and f SAND, organics

(CL) Gray mottled CLAY

(ML) Gray mottled SILT

(SM) Gray f SAND

(SP) m SAND

(SM) Red-brown SILT, some sand

(CL) Red-brown CLAY, little sand

(SM-SP) Red-brown SAND, little silt

(SC-GC) Red-brown SAND and GRAVEL, little silt

(ML) Red-brown clayey SILT, trace sand

Passaic Formation: Red-brown decomposed SHALE

Passaic Formation: Red-brown highly weathered SHALE

2-4-4-6

(8)

7-10-8-8

(18)

6-7-7-10

(14)

3-6-6-8

(12)

3-8-12-13

(20)

6-15-27-48

(42)

50/3"

50/5"

50/1"

50/2"

50/4"

50/2"

NOTES

GROUND ELEVATION 36.5 ft NAVD88

DRILLING METHOD SPT

DRILLING CONTRACTOR ADT

DATE STARTED 7/25/17 COMPLETED 7/25/17 HOLE SIZE 4 inches

Approved by JRTLogged by WBW

(Continued Next Page)

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 1 OF 2Boring SegC2-17-07

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

Passaic Formation: Red-brown highly weathered SHALE

(continued)

Bottom of borehole at 40.1 feet.

50/1"

50/2"

50/1"

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 2 OF 2Boring SegC2-17-07

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

-J

U L -2

X X

G B S

E G C

B -1

B-112

.A .H

E E

G L

O G

S S

E G

M E

N T

(ML) Dark brown SILT and organics

(SM-GM) FILL: Red-brown SILT, SAND and GRAVEL

Concrete cobble

(ML) Fill: Gray to brown SILT, trace sand

(CH) Gray-black fat CLAY and SAND, organic matter

(SC) Red-brown SAND, little clay, little gravel

(SM) Red-brown SAND, some silt, some gravel

(SM-GM) Red-brown and gray SAND. some gravel, little silt

Passaic Formation: Red-brown decomposed SHALE

Passaic Formation: Red-brown highly weathered and decomposed

SHALE

Passaic Formation: Red-brown highly weathered SHALE

2-4-7-13

(11)

2-3-3-4

(6)

7-7-10-14

(17)

5-4-4-4

(8)

3-4-33-16

(37)

2-10-11-29

(21)

43-50/1"

39-50

50/3"

NOTES

GROUND ELEVATION 39.2 ft NAVD88

DRILLING METHOD SPT

DRILLING CONTRACTOR ADT

DATE STARTED 7/24/17 COMPLETED 7/25/17 HOLE SIZE 4 inches

Approved by JRTLogged by WBW

(Continued Next Page)

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 1 OF 2Boring SegC2-17-06

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

Passaic Formation: Red-brown highly weathered SHALE

(continued)

Bottom of borehole at 40.1 feet.

50/3"

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 2 OF 2Boring SegC2-17-06

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

-J

U L -2

X X

G B S

E G C

B -1

B-113

.A .H

G L

O G

S S

E G

M E

N T C

S H

E E

(ML) Fill: Black to brown SILT and organic matter

(SM) Fill: Dark brown SAND, some silt, trace gravel

(GM) Fill: GRAVEL

(SM) Fill: Brown SILT, thin layers of sand and clayey silt

(CL) River Deposit: Gray lean CLAY, some sand

(SM) Gray SILT, trace sand

(SM) Dark gray SAND, little silt, trace gravel

(SC) Gray SAND and CLAY, trace gravel

(SP) Red-brown SAND, trace silt, trace gravel

(SM) Dark gray m SAND, little silt, trace gravel

Passaic Formation: Red-brown decomposed SHALE

Passaic Formation: Red-brown highly weathered SHALE and decomposed SHALE

Passaic Formation: Red-brown highly weathered SHALE

2-3-2-1

(5)

2-1-2-1

(3)

2-5-5-4

(10)

0-1-2-5

(3)

3-11-16-23

(27)

27-50/4"

34-50/4"

50/2"

50/4"

50/2"

NOTES

GROUND ELEVATION 39.7 ft NAVD88

DRILLING METHOD SPT

DRILLING CONTRACTOR ADT

DATE STARTED 8/16/17 COMPLETED 8/16/17 HOLE SIZE 4 inches

Approved by WBWLogged by JRT

(Continued Next Page)

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 1 OF 2Boring SegC2-17-05

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

Passaic Formation: Red-brown highly weathered SHALE

(continued)

Passaic Formation: Red-brown SHALE

Bottom of borehole at 46.0 feet.

(70)

50/4"

50/1"

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 2 OF 2Boring SegC2-17-05

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

-J

U L -2

X X

G B S

E G C

B -1

B-114

.A .H

G L

O G

S S

E G

M E

N T C

S H

E E

(ML) Brown SILT and organics

(SM) SILT, some sand

(CL) Blue gray lean CLAY and SAND

(SP) Gray SAND, little silt

(SM) River Deposits: Dark gray SILT and SAND

(SM) River Deposits: Dark gray SAND, little silt, trace gravel

(SM) River Deposits: Dark gray SILT and SAND

(SM) Gray f SAND, little silt

Passaic Formation: Red-brown decomposed SHALE

Passaic Formation: Red-brown highly weathered SHALE

1-2-3-4

(5)

3-4-4-2

(8)

3-3-2-2

(5)

3-2-4-10

(6)

8-14-17-21

(31)

17-38-50

(88)

50/4"

50/5"

50/4"

50/3"

50/5"

50/4"

NOTES

GROUND ELEVATION 37 ft NAVD88

DRILLING METHOD SPT

DRILLING CONTRACTOR ADT

DATE STARTED 8/16/17 COMPLETED 8/17/17 HOLE SIZE 4 inches

Approved by WBWLogged by JRT

(Continued Next Page)

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 1 OF 2Boring SegC2-17-04

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

Passaic Formation: Red-brown highly weathered SHALE

(continued)

Passaic Formation: Red-brown SHALE

Bottom of borehole at 42.0 feet.

(50)

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 2 OF 2Boring SegC2-17-04

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

-J

U L -2

X X

G B S

E G C

B -1

B-115

.A .H

G L

O G

S S

E G

M E

N T C

S H

E E

(ML) Fill: Red brown to SAND, little to some silt

(SM) River Deposits: Gray brown SAND and SILT

(SC) River Deposits: Gray brown SAND, some clay

(SM) River Deposits: Dark gray SAND, some silt, trace gravel

(SM) Plainfield Deposit: Dark red to red brown f-m SAND, little to some silt

Passaic Formation: Red-brown decomposed SHALE

Passaic Formation: Red-brown highly weathered SHALE

1-3-4-6

(7)

3-3-4-7

(7)

5-4-4-4

(8)

2-4-5-8

(9)

3-4-7-9

(11)

3-7-6-6

(13)

7-17-17-18

(34)

18-42-

50/3"

50/4"

50/3"

50/4"

NOTES

GROUND ELEVATION 38.5 ft NAVD88

DRILLING METHOD SPT

DRILLING CONTRACTOR ADT

DATE STARTED 7/24/17 COMPLETED 7/24/17 HOLE SIZE 4 inches

Approved by WBWLogged by JRT

(Continued Next Page)

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 1 OF 2Boring SegC2-17-03

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

Passaic Formation: Red-brown highly weathered SHALE

(continued)

Bottom of borehole at 40.2 feet.

50/3"

50/2"

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 2 OF 2Boring SegC2-17-03

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

-J

U L -2

X X

G B S

E G C

B -1

B-116

.A .H

G L

O G

S S

E G

M E

N T C

S H

E E

(SM) Brown SILT, some sand, organics

(SM) Fill: red brown SILT and f-m SAND

(SM) Fill: Red brown SAND, little silt, trace to little gravel

(SM) Plainfield Deposit: Red brown f-m SAND, little to some silt

(SM) Plainfield Deposit: Red brown f-m SILT and SAND

(SM) Plainfield Deposit: Red brown f-m SAND, little to some silt

(SM/GM) Red brown SILT and SAND, some gravel

Passaic Formation: Red-brown decomposed and highly weathered

SHALE

Passaic Formation: Red-brown decomposed SHALE

Passaic Formation: Red-brown highly weathered SHALE

2-1-2-3

(3)

3-5-7-9

(12)

10-10-11-

(21)

3-5-6-6

(11)

5-7-5-6

(12)

3-4-8-9

(12)

5-10-13-17

(23)

5-5-7-22

(12)

19-50/5"

27-25-25-

(50)

50/4"

50/2"

50/3"

NOTES

GROUND ELEVATION 40.159 ft NAVD88

DRILLING METHOD SPT

DRILLING CONTRACTOR ADT

DATE STARTED 8/1/17 COMPLETED 8/1/17 HOLE SIZE 4 inches

Approved by WBWLogged by JRT

(Continued Next Page)

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 1 OF 2Boring SegC2-17-02

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

Passaic Formation: Red-brown highly weathered SHALE

(continued)

Passaic Formation: Red-brown SHALE

Bottom of borehole at 65.0 feet.

(37)

(70)

50/5"

50/4"

50/2"

50/3"

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 2 OF 2Boring SegC2-17-02

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

-J

U L -2

X X

G B S

E G C

B -1

B-117

.A .H

G L

O G

S S

E G

M E

N T C

S H

E E

(ML) brown SILT and organics, roots

(SM) red-brown SILT, some sand

(SM) Gray SAND, little silt

(SM) Red-brown f SAND, some silt

(CL) River deposits: Red-brown fat CLAY

(SM) Plainfield deposit: Red-brown f SAND, little to some silt

Passaic Formation: Red-brown decomposed SHALE

Passaic Formation: Red-brown highly weathered SHALE

2-2-3-10

(5)

10-11-9-9

(20)

6-6-5-7

(11)

1-1-4-5

(5)

3-6-11-13

(17)

6-20-50

(70)

5-11-34-

50/3"

21-41-

50/0"

50/5"

50/4"

50/5"

50/2"

50/1"

NOTES

GROUND ELEVATION 38.494 ft NAVD88

DRILLING METHOD SPT

DRILLING CONTRACTOR ADT

DATE STARTED 7/31/17 COMPLETED 8/1/17 HOLE SIZE 4 inches

Approved by WBWLogged by JRT

(Continued Next Page)

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 1 OF 2Boring SegC2-17-01

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

Passaic Formation: Red-brown highly weathered SHALE

(continued)

Bottom of borehole at 40.2 feet.

50/3"

50/2"

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 2 OF 2Boring SegC2-17-01

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

-J

U L -2

X X

G B S

E G C

B -1

B-118

.A .H

G L

O G

S S

E G

M E

N T C

S H

E E

(SM) Fill: Brown SAND, some silt, trace to little gravel of rock fragments

(ML) Dark gray to black clayey SILT, organic matter, H2S odor

(SP-SM) Gray m SAND, trace silt

(CL) Gray mottled silty CLAY, roots

(SP) Gray m SAND, trace silt

(ML) Dark gray clayey SILT, some gravel

(SM) Plainfield Deposit: Red-brown and gray f-m SAND, little silt, little to some gravel

(ML) Plainfield Deposit: Gray clayey SILT. little sand, little gravel

(SP-SM) Plainfield Deposit: Gray to red-brown SAND, little silt

Passaic Formation: Red-brown decomposed SHALE

Passaic Formation: Red-brown highly weathered and decomposed

SHALE

Passaic Formation: Red-brown highly weathered SHALE

2-3-4-5

(7)

7-9-3-5

(12)

4-5-6-4

(11)

3-2-3-3

(5)

4-3-3-6

(6)

3-3-4-5

(7)

3-6-8-11

(14)

3-4-6-6

(10)

2-4-11-16

(15)

37-50/1"

23-50/2"

50/4"

NOTES

GROUND ELEVATION 39.94 ft NAVD88

DRILLING METHOD SPT

DRILLING CONTRACTOR ADT

DATE STARTED 7/21/17 COMPLETED 7/21/17 HOLE SIZE 4 inches

Approved by WBWLogged by SJT

(Continued Next Page)

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 1 OF 2Boring SegC1-17-17

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

Passaic Formation: Red-brown highly weathered SHALE

(continued)

Bottom of borehole at 40.1 feet.

50/3"

50/1"

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 2 OF 2Boring SegC1-17-17

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

-J

U L -2

X X

G B S

E G C

B -1

B-119

.A .H

G L

O G

S S

E G

M E

N T C

S H

E E

(SM) Red-brown to dark brown f-m SAND and SILT, mottling

(possible fill)

(SP) Light brown f SAND

(SM/ML) Brown to gray SILT, some sand

(SP) Light gray f SAND

(SM) Red-brown SILT and SAND, mottled

(CH) Plainfield Deposit: Dark red, fat CLAY

(SM) Plainfield Deposit: Red-brown f-m SAND, little silt

(SM) Plainfield Deposit: Dark red to red-brown f-m SAND, trace to little sand

(ML) Plainfield Deposit: Green-gray SILT, little sand

Passaic Formation: Red-brown decomposed SHALE

Passaic Formation: Red-brown highly weathered SHALE

2-2-3-2

(5)

1-2-2-2

(4)

3-5-2-4

(7)

2-3-6-9

(9)

2-5-6-8

(11)

1-3-6-7

(9)

2-2-2-3

(4)

4-9-10-10

(19)

7-9-10-15

(19)

10-11-21-

(32)

6-21-50/2"

50/5"

50/3"

50/5"

NOTES

GROUND ELEVATION 39.94 ft NAVD88

DRILLING METHOD SPT

DRILLING CONTRACTOR ADT

DATE STARTED 7/21/17 COMPLETED 7/21/17 HOLE SIZE 4 inches

Approved by WBWLogged by SJT

(Continued Next Page)

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 1 OF 2Boring SegC1-17-16

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

Passaic Formation: Red-brown highly weathered SHALE

(continued)

Bottom of borehole at 40.3 feet.

50/3"

FINES CONTENT (%)

20 40 60 80

PL LLMC

D E

P T

H f t)

G R

A P

L O

MATERIAL DESCRIPTION

S A

M P

P E

N U

M B

E R

R E

C O

V E

Q D

B L

O W

C O

U N

T S

L U

P O

C K

N ts f

D p c f

SPT N VALUE

20 40 60 80

PAGE 2 OF 2Boring SegC1-17-16

CLIENT USACE-NAN

PROJECT NUMBER

PROJECT NAME Green Brook Segment C2

PROJECT LOCATION Middlesex, NJ

G E

O T E

O T

B .G

D T

G E

O T

G R

E E

N B

R O

G C

B O

G S

V .G

P J

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

-J

U L -2

X X

G B S

E G C

B -1

B-120

.A .H

G L

O G

S S

E G

M E

N T C

S H

E E

(SM-OM) Gray-brown organic matter and SAND

(SM) Fill: Brown SAND, some silt, trace to little gravel

(SM) Fill: Brown SAND, some silt,…

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