Specifications.pdf

NEW YORK DISTRICT

Hurricane and Storm Damage Reduction Project

Phase II-Contract 3 Floodwall and Road Closure Gate

Port Monmouth, New Jersey

IFB No. W912DS-16-B-0008

Specifications

April 2016

Hurricane and Storm Damage Reduction Project, Phase II-Contract 3, W912DS-16-B-0008 Port Monmouth, NJ

MTOC - 1

MAIN TABLE OF CONTENTS

SECTION TITLE

00 10 00 SF 1442 AND BIDDING SCHEDULE

00 21 16 INSTRUCTIONS, CONDITIONS, AND NOTICE TO BIDDERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 73 00 SPECIAL CONTRACT REQUIREMENTS

LIST OF DOCUMENTS, EXHIBITS & OTHER ATTACHMENTS

00 90 01 WAGE RATES

00 90 02 PERMITS

00 90 03 BORING DATA

00 90 04 SEDIMENT SAMPLING RESULTS

00 90 05 JCP&L REQUIREMENTS

00 90 06 NJ AMERICAN WATER – STANDARD PIPELINE SPECS

TECHNICAL PROVISIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 12 00 DESIGN AND RECORD DRAWING REQUIREMENTS

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 32 01. 18 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 02 QUALITY CONTROL SYSTEM (QCS)

01 45 04 CONTRACTOR QUALITY CONTROL

01 54 00 MOBILIZATION AND DEMOBILIZATION

01 55 26 TRAFFIC CONTROL

01 57 20.00 10 ENVIRONMENTAL PROTECTION FOR CIVIL WORKS

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

MTOC - 2

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 – EXISTING CONDITIONS

02 01 51 VIBRATION MONITORING OF STRUCTURES

02 27 50.00 18 FLOATING TURBIDITY BARRIER

DIVISION 03 – CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

03 39 00.00 10 CONCRETE CURING

DIVISION 05 – METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 48 10 SLUICE GATE

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

05 59 13 FABRICATION OF HYDRAULIC STEEL STRUCTURES

DIVISION 09 – FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 26 - ELECTRICAL

26 28 00.00 18 PANELBOARDS AND MANUAL TRANSFER SWITCHES

26 28 10.00 18 SURGE PROTECTIVE DEVICES (SPDS)

DIVISION 31 – EARTHWORK

31 00 00 EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 32 11 SOIL SURFACE EROSION CONTROL

31 32 23 FOUNDATION DRILLING AND GROUTING

31 41 16 METAL SHEET PILING

31 62 16.16 STEEL H PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 26.16 BITUMINOUS CONCRETE BASE COURSE

MTOC - 3

32 11 27 BITUMINOUS-STABILIZED BASE COURSE, SUBBASE, OR

SUBGRADE

32 31 10.00 18 SAND FENCE

32 31 13 CHAIN LINK FENCES

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTING

DIVISION 33 – UTILITIES

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

35 01 70.13 WIRE ROPE FOR GATE OPERATING DEVICES

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 20 16.59 CLOSURE GATES

35 31 19 STONE RIPRAP CONSTRUCTION

The graphic format for this 4' x 6' sign panel follows the legend guidelines and layout as specified below. The large 4' x 4' section of the panel in the right is to be white with black legend. The 2' x 4' section of the sign on the left with the full corps Signature (reverse version) is to be screen printed Communications Red on the white background. The castle insignia will be furnished by the Government in pressure sensitive vinyl for affixing by the Contractor.

See attached sheet for fabrication and mounting guidelines.

SAMPLE:

2" three-line project title legend

Color: White Typeface: 1.25" Helvetica Regular

Legend Group 3: One- to

Floodwall and Road Closure Gate

Port Monmouth, New Jersey

PROJECT IDENTIFICATION SIGN

CIVIL WORKS PROJECT

4.5"

6.25"

Supervised by Design and Constructiondescription of Corps relationship to project

Legend Group 1: One- to two-line 3"

Castle)

Color: White

District Name (optional). Place below 10.5" Reverse Signature (6"

Typeface: 1.25" Helvetica Regular Maximum line length: 19"

Legend Group 2: Division or

2.5" under this contract.

Color: Black Typeface: 3" Helvetica Bold Maximum line length: 42"

Legend Group 4: One-to two-line

Corps standards as specified in

Typeface: 1.25" Helvetica Regular Maximum line length: 21"

All typography is flush left and rag right upper and lower case with initial capitals only as shown.

Letter and word spacing to follow

Group 4 with the first line of the Corps Signature (US Army Corps) as shown.

Legend Group 5a-b: One-to-five department (military).

Color: Black

Cross-align the first of Legend

(civil works) or name of sponsoring

US Army Corps

New York District

Panel corporate or firm name, city, state.

Use of Legend Group 5 is optional.

contractors including: type line identification of prime describes the work being done

1.875"

1.875"

1.875"

1.875"

Hurricane and Storm Damage Reduction

9.5"

2.25"

21" 3" 42" 3"

4.5"

6"

6"

4.5"

7.75"

* Refers to the U.S. Army Corps of Engineers, "Sign Standards Manual", EPS-310-1-6.

CID-01

Mounting

21"

Sign

WH-RD/BK

* Appendix D

Color: Black

(architect, general contractor, etc.), 3" 21" 1"

Typeface: 1.5" Helvetica Regular Maximum line length: 42" identification of project or facility

10.5"

Phase II-Contract 3 of Engineers

Size Size CodeType Legend

2"

(Dimensions are in inches)

48"

Post Specification

Project

4' x 4' HDO-3

00 73 00 - 28

Color various 4' x 6' Height Bkg/Lgd

The graphic format, color, size and type-faces used on the sign are to be reproduced exactly as specified below. The title with First Aid logo in the top section of the sign, and the performance record captions are standard for all signs of this type. Legend Group 2 and 3 below identify the project and the contractor and are to be placed on the sign as shown.

Safety record numbers are mounted on individual metal plates and are screw-mounted to the background to allow for daily revisions to posted safety performance record.

Legend Group1: Standard two-line title "safety is a Job Requirement", with (8" od.) Safety Green First Aid logo. Color: To match PMS 347 Typeface: 3" Helvetica Bold Color: Black

Legend Group 2: One- to two-line project title legend describes the work being done under this contract and name of host project.

Color: Black 2.25" Typeface: 1.5" Helvetica Regular Maximum line length: 42"

2.25" Legend Group 3: One - to two-line identification: name of prime This project has Days without & contractor and city, state address. 1.875" operated: lost time injury 4.875" Color: Black Typeface: 1.5" Helvetica Regular Total days worked Maximum line length: 42" 1.875" on this contract 4.875"

Legend Group 4: Standard safety Lost time record captions as shown. 1.875" injuries 4.875" Color: Black

Typeface: 1.25" Helvetica Regular

Replaceable numbers are to be mounted on white .060: aluminum plates and screw-mounted to background.

Color: Black Typeface: 3" Helvetica Regular Plate size: 2.5"x.5"

All typography is flush left and rag right, upper and lower case with initial capitals only as shown.

Letter- and word-spacing to follow Corps standards as specified in Appendix D. *

* Refer to the U.S. Army Corps of Engineers, "Sign Standards Manual", EPS-310-1-6.

Sign Legend Post Specifications Mounting Color Type Size Size Code Height Bkg/Lgd CID-02 various HDO-3 48" WH/BK-GR

3"

00 73 00 - 29

Size

.875"

3.125"

.975"

2.5"

6"

3.875"

4"x4" 4"x4"

2.5" 2.5"

See attached sheet for fabrication and mounting guidelines.

Panel

Project

Phase II-Contract 3

10.5"

3" 31"

Dimensions inches.

3" 2"

Floodwall and Road Closure Gate

17"

3"

4"

3"

Hurricane and Storm Damage Reduction

Port Monmouth, New Jersey

SAFETY PERFORMANCE SIGN

Safety is a Job Requirement

3" 3"8"

4.5"

US ARMY

CORPS OF ENGINEERS, NEW YORK DISTRICT

Hurricane and Storm Damage Reduction Project Phase II-Contract 3, Floodwall and Road Closure Gate

CONTRACTOR:

FUNDED BY:

Port Monmouth, New Jersey

PROHIBITED ACTIVITIES

DISTRICT ENGINEER: COL David Caldwell

COMPLETION DATE:

FOR YOUR SAFETY

1. DO NOT ENTER DESIGNATED WORK AREAS

2. OBEY ALL STATE AND LOCAL REQUIREMENTS CONCERNING

00 73 00 - 30

As Construction Project Identification signs Detailed specifications for and Safety Performance signs are to be HDD plywood panel preparation are pro-fabricated and installed as described vided in Appendix B.** below. The signs are to be erected at a Shown below the mounting diagram is location designated by the contracting of- a panel layout grid with spaces provided ficer and shall conform to the size, format, for project information. Photocopy this and typographic standards shown on page and use as a worksheet when pre-the attached sheets. paring sign legend orders.

The sign panels are to be fabri-cated from .75" High Density Over-lay Plywood. Panel preparation to follow HDD specifications provided in Appendix B. **

Sign graphics to be prepared on a white non-reflective vinyl film with positionable adhesive backing.

All graphics except for the Com-munications Red background with Corps signature on the project sign are to be die-cut or computer-cut non-reflective vinyl, pre-spaced legends prepared in the sizes and typefaces specified and applied to the background panel following the graphic formats shown on the attached sheets.

The 2'x4' Communications Red panel (to match PMS-032) with full Corps signature (reverse ver-sion) is to be screen printed on the white background. Identifica-tion of the District or Division may be applied under the signature with white cut vinyl letters pre-pared to Corps standards. Large Construction Project Sign scale reproduction artwork for the Legend Group 1: Corps Relationship signature is provided on page 4.8

Drill and Insert six (6) .375" T-nuts from the front face of the HDD Legend Group 2: Division/District Name

Apply graphic panel to prepared Legend Group 3: Project Title HDD plywood panel following better. Post to be 12" long. Drill six (6) .375" mounting holes in Legend Group 4: Facility Name uprights to align with T-nuts in sign

Assemble sign panel and uprights. Legend Group 5a: Contractor/A&E Legend Group 5b: Contractor /A&E Imbed assembled sign panel and

Safety Performance Sign Legend Group 1: Project Title

Legend Group 2: Contractor/A&E

00 73 00 -31

1.

2.

5. 5.

1.

2.

reinforce installation as shown. 3. 3.

4. 4.

require bolting additional 2"x4" 2. 2.

struts on inside face of uprights to uprights in 4" hole. Local soil con- 1. 1.

ditions and/or wind loading may panel. Countersink (.5") back of 1.

hole to accept socket head cap screw (4"x.375"). 2.

2.Sign uprights to be structural grade 4"x4" treated Douglas Fir

3.or Southern Yellow Pine. No.1 or with sign face. 2.

manufacturers' instructions. 1.

2.

sign panel. Position holes as 1.

shown. Flange of T-nut to be flush

18"

(photographically enlarge from 1.

6.875" to 10.5"). **

Fabrication and Mounting Guidelines

48"

48"

(Dimensions in inches)

** Refers to the U.S. Army Corps of Engineers, "Sign Standards Manual", EP-310-1-6.

SECTION 00 90 01

Wage Rates

SECTION 00 90 02

PERMITS

1. FEDERAL CONSISTENCY DETERMINATION / WATER

QUALITY CERTIFICATION

2. FRESHWATER WETLAND PERMIT

3. TREATMENT WORKS APPROVAL

1. FEDERAL CONSISTENCY DETERMINATION / WATER

QUALITY CERTIFICATION

2. FRESHWATER WETLAND PERMIT

3. TREATMENT WORKS APPROVAL

SECTION 00 90 03

BORING DATA

00 90 06 - 1

12.2

10.2

8.28.2

6.2

4.2

2.2

-1.3-1.3

-2.8-2.8

-4.8-4.8

-7.8-7.8

0.0

2.0

4.04.0

6.0

8.0

10.0

13.513.5

15.015.0

17.017.0

20.020.0

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

3. DRILLING AGENCY

DISTURBED

North Atlantic

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

15. ELEVATION GROUND WATER

Baltimore District

Hole No. B-8

INSTALLATION SHEET

NAVD88

UNDISTURBED

2. BORING LOCATION (Coordinates or Station)

12. MANUFACTURER'S DESIGNATION OF DRILL

11a. VERTICAL DATUM 11b. HORIZONTAL DATUM

17. ELEVATION TOP OF HOLE

OF

6. DIRECTION OF HOLE

DIVISION

DRILLING LOG

SHEETS

18. TOTAL ROCK CORE RECOVERY FOR BORING

4. NAME OF DRILLER

19. SIGNATURE OF INSPECTOR

14. TOTAL # OF CORE BOXES

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

NAD83

1. PROJECT

16. DATE/

TIME

Port Monmouth, NJ - Phase II

N/A

COMPLETED

10. SIZE AND TYPE OF BIT

STARTED

VERTICAL INCLINED DEG. FROM VERT.

5. NAME OF INSPECTOR

New York District Corps of Engineers

12.2 ft

N 585,363.64 E 602,557.29

32.0 ft

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II B-8DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836 AT

COMPLETIONJUN 15

NAN FORM

S-1

S-2

S-3

S-4

S-5

S-6

S-7

SPT

SPT

SPT

SPT

SPT

SPT

SPT

POORLY GRADED SAND (SP), light brown, trace silt.

Light brown.

CLAY (CH), dark grey, and sand.

Dark grey, some sand.

Dark grey, little sand.

Dark grey, little sand, wood in tip.

No Recovery.

CLAY (CH), dark grey, trace sand.

No Recovery.

-9.8-9.8

-12.8-12.8

-13.8-13.8

-14.8-14.8

-17.8-17.8

-19.8

22.022.0

25.025.0

26.026.0

27.027.0

30.030.0

32.0

2 SHEETS

PROJECT 2INSTALLATION

ELEVATION TOP OF HOLE

Hole No. B-8

SHEET

OF

DRILLING LOG (Cont. Sheet) 12.2 ft

Port Monmouth, NJ - Phase II New York District Corps of Engineers

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II B-8DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

S-8

S-9

S-10

SPT

SPT

SPT

ORGANIC CLAY (OH), dark grey, trace sand.

No Recovery.

CLAY (CH), dark grey, trace sand.

POORLY GRADED SAND W/ SILT

(SP-SM), brown, trace fine gravel.

No Recovery.

POORLY GRADED SAND W/ SILT

(SP-SM), dark brown and brown, trace fine gravel.

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

2.0

100%

100%

100%

100%

100%

100%

100%

100%

100%

5.5

2.52.5

1.51.5

-4.5-4.5

-7.5-7.5

-8.5

-10.5

-12.5

0.0

3.03.0

4.04.0

10.010.0

13.013.0

14.0

16.0

18.0

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

3. DRILLING AGENCY

DISTURBED

North Atlantic

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

15. ELEVATION GROUND WATER

Baltimore District

Hole No. B-9

INSTALLATION SHEET

NAVD88

UNDISTURBED

2. BORING LOCATION (Coordinates or Station)

12. MANUFACTURER'S DESIGNATION OF DRILL

11a. VERTICAL DATUM 11b. HORIZONTAL DATUM

17. ELEVATION TOP OF HOLE

OF

6. DIRECTION OF HOLE

DIVISION

DRILLING LOG

SHEETS

18. TOTAL ROCK CORE RECOVERY FOR BORING

4. NAME OF DRILLER

19. SIGNATURE OF INSPECTOR

14. TOTAL # OF CORE BOXES

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

NAD83

1. PROJECT

16. DATE/

TIME

Port Monmouth, NJ - Phase II

N/A

COMPLETED

10. SIZE AND TYPE OF BIT

STARTED

VERTICAL INCLINED DEG. FROM VERT.

5. NAME OF INSPECTOR

New York District Corps of Engineers

5.5 ft

N 585,308.32 E 602,951.65

18.0 ft

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

0/ 7/

Port Monmouth, NJ - Phase II B-9DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836 AT

COMPLETIONJUN 15

NAN FORM

S-1

S-2

S-3

S-4

S-5

S-6

S-7

S-8

S-9

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SILT W/ SAND (ML), dark grey and brown.

POORLY GRADED SAND W/ SILT

(SP-SM), dark grey, dark brown and brown.

FAT CLAY W/ SAND (CH), dark grey and dark brown.

CLAYEY SAND (SC), dark grey, poorly graded, little silt.

POORLY GRADED SAND (SP), greenish brown, little silt.

Greenish brown.

Brown, trace silt.

9.0

5.05.0

4.04.0

3.03.0

2.02.0

0.50.5

-1.5-1.5

-3.5-3.5

-5.5-5.5

-10.5-10.5

0.0

4.04.0

5.05.0

6.06.0

7.07.0

8.58.5

10.510.5

12.512.5

14.514.5

19.519.5

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

3. DRILLING AGENCY

DISTURBED

North Atlantic

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

15. ELEVATION GROUND WATER

Baltimore District

Hole No. BP-5

INSTALLATION SHEET

NAVD88

UNDISTURBED

2. BORING LOCATION (Coordinates or Station)

12. MANUFACTURER'S DESIGNATION OF DRILL

11a. VERTICAL DATUM 11b. HORIZONTAL DATUM

17. ELEVATION TOP OF HOLE

OF

6. DIRECTION OF HOLE

DIVISION

DRILLING LOG

SHEETS

18. TOTAL ROCK CORE RECOVERY FOR BORING

4. NAME OF DRILLER

19. SIGNATURE OF INSPECTOR

14. TOTAL # OF CORE BOXES

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

NAD83

1. PROJECT

16. DATE/

TIME

Port Monmouth, NJ - Phase II

N/A

COMPLETED

10. SIZE AND TYPE OF BIT

STARTED

VERTICAL INCLINED DEG. FROM VERT.

5. NAME OF INSPECTOR

New York District Corps of Engineers

9.0 ft

N 585,360.55 E 602,900.58

26.5 ft

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II BP-5DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836 AT

COMPLETIONJUN 15

NAN FORM

SPT

SPT

SPT

SPT

SPT

SH

SPT

No Recovery.

CLAYEY SILT, gray, trace fine to medium sand.

MEDIUM SAND, brown, trace silt.

SILT, gray, and clay.

PEAT, black, some silt.

SILT, gray, and clay, some fibers.

CLAYEY SILT, gray, little fibers.

ORGANIC SILT, gray, trace fibers.

CLAYEY SILT, gray, trace fine to medium sand.

MEDIUM SAND, gray, trace organics.

-15.5-15.5

-17.5

24.524.5

26.5

2 SHEETS

PROJECT 2INSTALLATION

ELEVATION TOP OF HOLE

Hole No. BP-5

SHEET

OF

DRILLING LOG (Cont. Sheet) 9.0 ft

Port Monmouth, NJ - Phase II New York District Corps of Engineers

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II BP-5DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

SPT

SPT

MEDIUM SAND, green and brown, trace silt.

7.6

5.65.6

4.6

3.6

1.61.6

-0.4-0.4

-2.4-2.4

-4.4-4.4

-7.4-7.4

-9.4

0.0

2.02.0

3.0

4.0

6.06.0

8.08.0

10.010.0

12.012.0

15.015.0

17.0

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

3. DRILLING AGENCY

DISTURBED

North Atlantic

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

15. ELEVATION GROUND WATER

Baltimore District

Hole No. P-12

INSTALLATION SHEET

NAVD88

UNDISTURBED

2. BORING LOCATION (Coordinates or Station)

12. MANUFACTURER'S DESIGNATION OF DRILL

11a. VERTICAL DATUM 11b. HORIZONTAL DATUM

17. ELEVATION TOP OF HOLE

OF

6. DIRECTION OF HOLE

DIVISION

DRILLING LOG

SHEETS

18. TOTAL ROCK CORE RECOVERY FOR BORING

4. NAME OF DRILLER

19. SIGNATURE OF INSPECTOR

14. TOTAL # OF CORE BOXES

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

NAD83

1. PROJECT

16. DATE/

TIME

Port Monmouth, NJ - Phase II

N/A

COMPLETED

10. SIZE AND TYPE OF BIT

STARTED

VERTICAL INCLINED DEG. FROM VERT.

5. NAME OF INSPECTOR

New York District Corps of Engineers

7.6 ft

N 585,314.22 E 604,583.38

17.0 ft

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II P-12DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836 AT

COMPLETIONJUN 15

NAN FORM

S-1

S-2

S-3

S-4

S-5

S-6

S-7

SPT

SPT

SPT

SPT

SPT

SPT

SPT

POORLY GRADED SAND W/ SILT

(SP-SM), dark brown, little fine gravel.

POORLY GRADED SAND (SP), dark brown, trace silt.

Brown, little silt.

Reddish brown, little silt.

POORLY GRADED SAND W/ SILT

(SP-SM), brown, trace fine to medium gravel.

CLAY (CH), brown and grey, lensed, and clay, with fine sand.

POORLY GRADED SAND (SP), brown, little silt.

No Recovery.

POORLY GRADED SAND (SP), light brown, trace silt.

46-46-1/2 Grey Clayey SILT 46-1/2-47 Grey fine SAND, trace Silt

4.6

3.63.6

2.6

1.61.6

-1.4-1.4

-2.4-2.4

-3.9-3.9

-5.4

-6.4-6.4

-10.9

0.0

1.01.0

2.0

3.03.0

6.06.0

7.07.0

8.58.5

10.0

11.011.0

15.5

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

3. DRILLING AGENCY

DISTURBED

North Atlantic

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

15. ELEVATION GROUND WATER

Baltimore District

Hole No. P-13

INSTALLATION SHEET

NAVD88

UNDISTURBED

2. BORING LOCATION (Coordinates or Station)

12. MANUFACTURER'S DESIGNATION OF DRILL

11a. VERTICAL DATUM 11b. HORIZONTAL DATUM

17. ELEVATION TOP OF HOLE

OF

6. DIRECTION OF HOLE

DIVISION

DRILLING LOG

SHEETS

18. TOTAL ROCK CORE RECOVERY FOR BORING

4. NAME OF DRILLER

19. SIGNATURE OF INSPECTOR

14. TOTAL # OF CORE BOXES

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

NAD83

1. PROJECT

16. DATE/

TIME

Port Monmouth, NJ - Phase II

N/A

COMPLETED

10. SIZE AND TYPE OF BIT

STARTED

VERTICAL INCLINED DEG. FROM VERT.

5. NAME OF INSPECTOR

New York District Corps of Engineers

4.6 ft

N 585,359.86 E 603,650.38

22.5 ft

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II P-13DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836 AT

COMPLETIONJUN 15

NAN FORM

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

CLAYEY SILT (MH), brown, trace fine to medium sand, some fibers.

WELL GRADED SAND (SW), brown, little silt, little fibers.

Brown, little silt, little fibers.

CLAYEY SILT (MH), gray, trace fine to medium sand, trace clay.

WELL GRADED SAND (SW), gray, little silt, trace fine to medium gravel.

CLAYEY SILT (MH), gray, trace fine to medium sand, trace fine to medium sand, trace fibers.

WELL GRADED SAND (SW), gray, some silt, trace fine to medium gravel, trace fibers.

Gray, some silt, trace fine to medium gravel, trace fibers.

POORLY GRADED SAND (SP), gray, trace silt.

Gray, trace silt, trace fine gravel.

-15.9-15.9

-17.9

20.520.5

22.5

2 SHEETS

PROJECT 2INSTALLATION

ELEVATION TOP OF HOLE

Hole No. P-13

SHEET

OF

DRILLING LOG (Cont. Sheet) 4.6 ft

Port Monmouth, NJ - Phase II New York District Corps of Engineers

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II P-13DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

SPT

WELL GRADED SAND (SW), gray, trace silt, trace fine gravel.

9.0

7.07.0

5.0

3.03.0

1.0

-3.0

-6.0-6.0

-7.0

-9.0-9.0

0.0

2.02.0

4.0

6.06.0

8.0

12.0

15.015.0

16.0

18.018.0

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

3. DRILLING AGENCY

DISTURBED

North Atlantic

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

15. ELEVATION GROUND WATER

Baltimore District

Hole No. PM-11

INSTALLATION SHEET

NAVD88

UNDISTURBED

2. BORING LOCATION (Coordinates or Station)

12. MANUFACTURER'S DESIGNATION OF DRILL

11a. VERTICAL DATUM 11b. HORIZONTAL DATUM

17. ELEVATION TOP OF HOLE

OF

6. DIRECTION OF HOLE

DIVISION

DRILLING LOG

SHEETS

18. TOTAL ROCK CORE RECOVERY FOR BORING

4. NAME OF DRILLER

19. SIGNATURE OF INSPECTOR

14. TOTAL # OF CORE BOXES

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

NAD83

1. PROJECT

16. DATE/

TIME

Port Monmouth, NJ - Phase II

N/A

COMPLETED

10. SIZE AND TYPE OF BIT

STARTED

VERTICAL INCLINED DEG. FROM VERT.

5. NAME OF INSPECTOR

New York District Corps of Engineers

9.0 ft

N 585,220.69 E 604,810.22

24.0 ft

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II PM-11DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836 AT

COMPLETIONJUN 15

NAN FORM

SILTY SAND (SM), brown, clayey silt layers.

SILT (ML), brown, little sand, trace gravel.

Brown.

SILTY SAND (SM), brown, trace gravel.

Gray, with clay, thin brown to gray silty clay layers.

Yellow brown.

CLAY (CL), yellow brown.

Dark gray to black.

SILTY SAND (SM), yellow brown, with clay, silt and clay layers.

-15.0 24.0

2 SHEETS

PROJECT 2INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM-11

SHEET

OF

DRILLING LOG (Cont. Sheet) 9.0 ft

Port Monmouth, NJ - Phase II New York District Corps of Engineers

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II PM-11DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

1.7

1.4

1.5

1.7

1.8

2.0

1.6

1.1

85%

70%

75%

85%

90%

100%

80%

55%

10.7

8.78.7

6.7

4.7

2.72.7

0.70.7

-2.3-2.3

-4.3

-6.3

-8.3

0.0

2.02.0

4.0

6.0

8.08.0

10.010.0

13.013.0

15.0

17.0

19.0

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

3. DRILLING AGENCY

DISTURBED

North Atlantic

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

15. ELEVATION GROUND WATER

Baltimore District

Hole No. PM14-07

INSTALLATION SHEET

NAVD88

UNDISTURBED

2. BORING LOCATION (Coordinates or Station)

12. MANUFACTURER'S DESIGNATION OF DRILL

11a. VERTICAL DATUM 11b. HORIZONTAL DATUM

17. ELEVATION TOP OF HOLE

OF

6. DIRECTION OF HOLE

DIVISION

DRILLING LOG

SHEETS

18. TOTAL ROCK CORE RECOVERY FOR BORING

Adam Gattuso

4. NAME OF DRILLER

19. SIGNATURE OF INSPECTOR

14. TOTAL # OF CORE BOXES

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

NAD83

Steve Simmons

1. PROJECT

16. DATE/

TIME

Port Monmouth, NJ - Phase II

N/A

COMPLETED

5/20/14 0000 10.6ft

10. SIZE AND TYPE OF BIT

5/20/14 0000

STARTED

CME-55

VERTICAL INCLINED

3-1/4 Hollow Stem Augers

DEG. FROM VERT.

5. NAME OF INSPECTOR

New York District Corps of Engineers

10.7 ft

N 585,348.93 E 602,738.01

80.0 ft

12.7ft

15.6ft0.1 ft

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II PM14-07DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836 AT

COMPLETIONJUN 15

NAN FORM

J-1

J-2

J-3

J-4

J-5

J-6

J-7

J-8

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SILTY SAND (SM), fine to medium; brown, moist, some organic soil, trace fine angular gravel, trace grass & roots.

POORLY GRADED SAND W/ SILT

(SP-SM), yellowish brown, no organic soil, trace shell fragments.

Very moist.

(SP-SM) Poorly Graded SAND with SILT

Auger only

FAT CLAY (CH), gray, wet, trace rootlets, trace fine sand.

PP: 0.5, 0.75, 0.75; TOR: 3.7, 3.2, 3.2

Gray-brown, moist, trace rootlets, trace fine sand.

PP: 0.75, 0.75, 0.75; TOR: 4.2, 3.7, 3.2

Gray-brown, moist, trace rootlets, trace fine sand.

PP: 0.75, 1.0, 1.8; TOR: 3.2, 3.5

Firm, trace fine sand.

PP: 0.5, 0.7, 0.8; TOR: 2.9, 3.0, 3.1

1.7

0.2

1.8

1.0

1.7

2.0

2.0

1.8

1.0

1.7

1.8

2.0

85%

10%

90%

50%

85%

100%

100%

90%

50%

85%

90%

100%

-9.8-9.8

-10.3-10.3

-12.3-12.3

-14.3

-15.3-15.3

-16.3

-18.3

-20.3

-22.3

-23.8

-24.3

-26.3

-27.3

-27.9-27.9 -28.3-28.3

-30.3

-32.3

-33.0-33.0

-34.3-34.3

20.520.5

21.021.0

23.023.0

25.0

26.026.0

27.0

29.0

31.0

33.0

34.5

35.0

37.0

38.0

38.638.6 39.039.0

41.0

43.0

43.743.7

45.045.0

4 SHEETS

PROJECT 2INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-07

SHEET

OF

DRILLING LOG (Cont. Sheet) 10.7 ft

Port Monmouth, NJ - Phase II New York District Corps of Engineers

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II PM14-07DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-9 & J-10

J-11

J-12 & J-13

J-14

J-15

J-16

J-17

J-18

J-19 & J-20

J-21

J-22

J-23 & J-24

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SILTY SAND (SM), fine; greenish gray, wet.

Auger only

SILTY SAND (SM), fine to medium.

Geotextile recovered, likely caught in augers from above. Recovered 0.1' of SP-sand from sample depth.

Dark gray, very moist.

FAT CLAY (CH), very dark gray, wet, soft, trace rootlets, trace fine sand.

PP: 0.75, 0.75; TOR: 2.3, 2.5

PP: 0.75, 0.75, 0.75; TOR: 3.5

Very dark gray-brown, moist, firm, trace sand, trace shell fragments, trace decayed wood.

PP: 0.75, 0.75, 0.75; TOR: 3.0, 2.5 (sidewall failure)

Very dark gray-brown, moist, firm, trace sand, trace shell fragments, trace decayed wood.

PP: 0.75, 0.75, 0.75; TOR: 2.5 (sidewall failure), 3.6

Very dark gray-brown, moist, firm, with sand, trace shell fragments.

PP: 1.0, 1.0, 0.75; TOR: 3.0, 3.5 (fissure beyond sidewall at failure)

Contains thin sandy layers.

(CH) Sandy Fat CLAY

PP: 0.25, 0.4, 0.25; TOR: 0.7, 0.8

Very dark gray-brown, moist, soft, trace sand, trace shell fragments.

PP: 0.75, 0.8; TOR: 3.5

Some sand.

CLAYEY SAND (SC), fine; dark gray, wet, some clay, trace silt.

FAT CLAY AND SAND (CH), fine; dark gray, wet, contains lenses and thin layers of fine sand.

PP: 0.8, 1.0, 0.75; TOR: 1.8, 3.0 (sidewall failure both readings; sand content in sample)

Dark gray, wet, sample more homogeneous.

PP: 0.25, 0.3, 0.5; TOR: not testable

Dark gray, wet, some sand.

PP: 0.5, 0.3; TOR: not testable POORLY GRADED SAND (SP), fine to medium; tan with lenses of brown and green, wet, trace silt.

Auger only

0.8

1.5

1.4

0.4

2.0

40%

75%

70%

20%

100%

-37.3-37.3

-39.3-39.3

-42.3-42.3

-44.3-44.3

-47.3-47.3

-49.3-49.3

-52.3-52.3

-54.3-54.3

-57.3-57.3

-59.3-59.3

48.048.0

50.050.0

53.053.0

55.055.0

58.058.0

60.060.0

63.063.0

65.065.0

68.068.0

70.070.0

4 SHEETS

PROJECT 3INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-07

SHEET

OF

DRILLING LOG (Cont. Sheet) 10.7 ft

Port Monmouth, NJ - Phase II New York District Corps of Engineers

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II PM14-07DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-25

J-26

J-27

J-28

J-29

SPT

SPT

SPT

SPT

SPT

SILTY SAND (SM), fine to medium;

green-gray, moist, trace silt, trace subangular coarse sand and fine gravel.

Auger only

SILTY SAND (SM), fine to medium;

green-gray, moist, little silt, trace clay.

Auger only

(SP-SM) Poorly Graded SAND with SILT

Auger only

POORLY GRADED GRAVEL W/ SILT (GM),

olive brown, very moist, with sand.

Auger only

(MH) Elastic SILT

PP: 1.7, 2.2, 2.25; TOR: 6.0, 5.5, 6.7

2.0

1.9

100%

95%

-62.3-62.3

-64.3-64.3

-67.3-67.3

-69.3

73.073.0

75.075.0

78.078.0

80.0

4 SHEETS

PROJECT 4INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-07

SHEET

OF

DRILLING LOG (Cont. Sheet) 10.7 ft

Port Monmouth, NJ - Phase II New York District Corps of Engineers

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II PM14-07DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-30

J-31

SPT

SPT

FAT CLAY W/ SAND (CH), firm, trace tan indurated silt.

PP: 3.25, 2.3, 3.2; TOR: 4.7, 5.5, 6.9

Auger only

FAT CLAY W/ SAND (CH), very firm, trace pyrite.

PP: 2.75, 2.75, 2.75; TOR: 7.5, 6.5, 7.2

BOTTOM OF HOLE

Notes:

Sampled using a standard 1 3/8 split spoon driven automatically by a 140 lb. hammer dropped 30.

Soils are field visually classified in accordance with the Unified Soils Classification System and the Burmister Method to quantify the major and minor components.

1.5

1.8

1.2

1.6

1.5

1.1

0.6

2.0

1.2

1.3

75%

90%

60%

80%

75%

55%

30%

100%

60%

65%

8.4

7.5

6.4 6.2

4.44.4

2.42.4 2.1

0.40.4

-0.4 -0.7 -0.9

-1.6

-2.2

-3.3 -3.6 -3.9

-5.6

-7.6

-9.6

-11.6-11.6

0.0

0.9

2.0 2.2

4.04.0

6.06.0 6.3

8.08.0

8.8 9.1 9.3

10.0

10.6

11.7 12.0 12.3

14.0

16.0

18.0

20.020.0

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

3. DRILLING AGENCY

DISTURBED

North Atlantic

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

15. ELEVATION GROUND WATER

Baltimore District

Hole No. PM14-08

INSTALLATION SHEET

NAVD88

UNDISTURBED

2. BORING LOCATION (Coordinates or Station)

12. MANUFACTURER'S DESIGNATION OF DRILL

11a. VERTICAL DATUM 11b. HORIZONTAL DATUM

17. ELEVATION TOP OF HOLE

OF

6. DIRECTION OF HOLE

DIVISION

DRILLING LOG

SHEETS

18. TOTAL ROCK CORE RECOVERY FOR BORING

Jase Ousley

4. NAME OF DRILLER

19. SIGNATURE OF INSPECTOR

14. TOTAL # OF CORE BOXES

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

NAD83

Steve Simmons

1. PROJECT

16. DATE/

TIME

Port Monmouth, NJ - Phase II

N/A

COMPLETED

6/3/14 0000 19.7ft

10. SIZE AND TYPE OF BIT

6/3/14 0000

STARTED

CME-55

VERTICAL INCLINED

3-1/4 Hollow Stem Augers

DEG. FROM VERT.

5. NAME OF INSPECTOR

New York District Corps of Engineers

8.4 ft

N 585,339.4 E 602,869.49

82.0 ft

6.1ft

27.0ft-11.3 ft

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II PM14-08DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836 AT

COMPLETIONJUN 15

NAN FORM

J-1

J-2

J-3

J-4

J-5 & J-6

J-7 & J-8

J-9

J-10

J-11

J-12

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SILTY SAND (SM), fine to medium; dark brown, moist, trace gravel, little roots, trace subrounded coarse sand to fine gravel.

Light olive-brown, moist, trace gravel.

0.1' clay seam.

POORLY GRADED SAND W/ SILT

(SP-SM), fine to medium; light olive-brown, moist, trace gravel.

SILTY SAND (SM), fine to medium; with gravel.

Gray, wet, trace clay seams up to 0.05'.

FAT CLAY (CH), dark gray, wet, soft, high plasticity, some fine sand.

PP: 0.4; TOR: 2.3

Wood fragment.

Dark gray, wet, with roots, fiberous.

Trace sand, and roots.

Soft, with sand, and roots.

PP: 0.5, 0.8; TOR: 2.4, 2.6

(CH) Fat CLAY

To 11.9' and fine sand.

Dark gray, wet, soft, high plasticity, trace sand, and roots.

PP: 0.4; TOR: not testable And fine to medium sand.

Very dark gray, moist, soft, with sand, trace roots.

PP: 0.3, 0.32; TOR: 1.0, 0.9 (with fissure and side wall failure)

Soft, trace sand.

PP: 0.25, 0.4; TOR: 1.2, 1.6

Very dark gray, moist, firm, with sand.

PP:0.65; TOR: 2.0 (with fissure)

1.0

0.8

1.0

1.1

1.1

1.2

0.8

1.9

50%

38%

50%

55%

53%

60%

40%

95%

-15.6-15.6

-17.6-17.6

-20.6-20.6

-22.6-22.6

-23.1

-25.5

-26.6

-27.2

-28.6-28.6

-31.6-31.6

-33.6-33.6

-36.6-36.6

24.024.0

26.026.0

29.029.0

31.031.0

31.5

33.9

35.0

35.6

37.037.0

40.040.0

42.042.0

45.045.0

4 SHEETS

PROJECT 2INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-08

SHEET

OF

DRILLING LOG (Cont. Sheet) 8.4 ft

Port Monmouth, NJ - Phase II New York District Corps of Engineers

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II PM14-08DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-13

J-14

J-15

J-16

J-17

J-18

J-19

J-20

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SILTY SAND (SM), fine to medium; dark gray, wet, trace clay, trace organics.

POORLY GRADED SAND W/ SILT

(SP-SM), fine to medium; dark gray, wet.

Auger only

CLAYEY SAND (SC), olive-gray, very moist.

PP:1.1; TOR:0.45

SILTY SAND (SM), olive, very moist.

Brown, some clay.

Greenish gray, trace clay.

Olive, moist, trace gravel.

Subrounded; trace fine gravel.

Auger only

SILTY SAND (SM), fine to medium; olive, moist, trace clay.

Auger only

SILTY SAND (SM), fine to medium; green to yellowish green, wet, trace gravel.

1.5

1.9

1.7

2.0

2.0

2.0

75%

95%

85%

100%

100%

100%

-37.8 -38.1

-38.6-38.6

-41.6-41.6

-43.0

-43.6-43.6

-46.6-46.6

-47.8-47.8

-48.6-48.6

-51.6-51.6

-53.6-53.6

-56.6-56.6

-58.6-58.6

-61.6-61.6 -61.9

-63.0

46.2 46.5

47.047.0

50.050.0

51.4

52.052.0

55.055.0

56.256.2

57.057.0

60.060.0

62.062.0

65.065.0

67.067.0

70.070.0 70.3

71.4

4 SHEETS

PROJECT 3INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-08

SHEET

OF

DRILLING LOG (Cont. Sheet) 8.4 ft

Port Monmouth, NJ - Phase II New York District Corps of Engineers

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II PM14-08DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-21

J-22 & J-23

J-24 & J-25

J-26

J-27

J-28

SPT

SPT

SPT

SPT

SPT

SPT

To 46.5, bluish green.

Subrounded; little coarse sand to fine gravel.

Auger only

SILTY SAND (SM), fine to medium; very moist.

Light gray, trace clay.

Auger only

SAND (SM), well rounded; fine to coarse;

yellow brown, wet, trace gravel.

FAT CLAY (CH), dark gray, wet, firm, high plasticity, trace gravel.

Auger only

(CL) Lean CLAY with SAND

PP: 2.4, 3.0; TOR: 9.0+, 9.0+

Auger only

FAT CLAY (CH), very dark gray, wet, firm, high plasticity, trace gravel.

PP: 2.6, 2.3; TOR: 6.5, 6.3 (with fissure)

Auger only

FAT CLAY (CH), very dark gray, wet, firm, high plasticity.

PP: 2.5, 2.25; TOR: 7.0, 7.1 (with fissure) Trace induration.

2.0

2.0

100%

100%

-63.6-63.6

-66.6-66.6

-68.6-68.6

-71.6-71.6

-73.6

72.072.0

75.075.0

77.077.0

80.080.0

82.0

4 SHEETS

PROJECT 4INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-08

SHEET

OF

DRILLING LOG (Cont. Sheet) 8.4 ft

Port Monmouth, NJ - Phase II New York District Corps of Engineers

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II PM14-08DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-29

J-30

SPT

SPT

0.1' subrounded pyrite nodule.

Auger only

FAT CLAY (CH), very dark gray, wet, firm, high plasticity.

PP: 2.4, 2.7; TOR: 6.4, 8.0 (with fissure)

Auger only

FAT CLAY (CH), very dark gray, wet, firm, high plasticity.

PP: 2.5, 2.5; TOR: 6.6 (with fissure), 9.0+

BOTTOM OF HOLE

Notes:

Sampled using a standard 1 3/8 split spoon driven automatically by a 140 lb. hammer dropped 30.

Soils are field visually classified in accordance with the Unified Soils Classification System and the Burmister

1.8

1.8

1.5

1.7

0.4

2.0

1.1

0.6

1.6

1.5

90%

88%

75%

85%

20%

100%

55%

30%

80%

75%

7.87.4

5.85.8 5.4

3.83.8 3.4 3.0

1.8 1.51.5

-0.2

-2.2-2.2

-4.8-4.8 -5.1

-6.2 -6.4

-8.2

-12.2-12.2

0.00.4

2.02.0 2.4

4.04.0 4.4 4.8

6.0 6.36.3

8.0

10.010.0

12.612.6 12.9

14.0 14.2

16.0

20.020.0

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

3. DRILLING AGENCY

DISTURBED

North Atlantic

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

15. ELEVATION GROUND WATER

Baltimore District

Hole No. PM14-09

INSTALLATION SHEET

NAVD88

UNDISTURBED

2. BORING LOCATION (Coordinates or Station)

12. MANUFACTURER'S DESIGNATION OF DRILL

11a. VERTICAL DATUM 11b. HORIZONTAL DATUM

17. ELEVATION TOP OF HOLE

OF

6. DIRECTION OF HOLE

DIVISION

DRILLING LOG

SHEETS

18. TOTAL ROCK CORE RECOVERY FOR BORING

Jase Ousley

4. NAME OF DRILLER

19. SIGNATURE OF INSPECTOR

14. TOTAL # OF CORE BOXES

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

NAD83

Steve Simmons

1. PROJECT

16. DATE/

TIME

Port Monmouth, NJ - Phase II

N/A

COMPLETED

6/4/14 0000

10. SIZE AND TYPE OF BIT

6/4/14 0000

STARTED

CME-55

VERTICAL INCLINED

3-1/4 Hollow Stem Augers

DEG. FROM VERT.

5. NAME OF INSPECTOR

New York District Corps of Engineers

7.8 ft

N 585,360.2 E 602,993.1

82.0 ft

7.3ft

16.3ft

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II PM14-09DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836 AT

COMPLETIONJUN 15

NAN FORM

J-1

J-2

J-3

J-4 & J-5

J-6

J-7

J-8 & J-9

J-10

J-11

J-12

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SILTY SAND (SM), fine to medium; brown, dry, and grass & roots, trace silt, trace coarse sand.

Discontinue grass & roots.

POORLY GRADED SAND W/ SILT

(SP-SM), fine to medium; light olive-brown, moist, trace roots, and gravel.

Yellow brown, moist, discontinue fine and coarse sand.

SILTY SAND W/ GRAVEL (SM), fine to medium; dark gray brown, very moist.

Brown.

Dark gray, wet, and silt, some asphalt chips.

PP: 3.0 sediment failed, 1.75; TOR: 5.2,4.3 SANDY LEAN CLAY (CL), dark gray, wet, hard, high plasticity, trace peat.

Soft.

PP: 0.5; TOR: not testable

(CH) Fat CLAY PP: 0.5,0.5; TOR: 2.1 (with fissure), 0.6 (with fissure)

SILTY SAND (SM), dark gray, very moist.

0.05' clay seam.

Olive gray, very moist.

Yellow green, little clay.

Olive, wet.

1.9

0.7

1.4

1.6

0.7

95%

35%

70%

80%

35%

-14.2-14.2

-17.2-17.2

-19.2-19.2

-22.2-22.2

-24.2-24.2

-27.2-27.2

-28.5-28.5

-29.2-29.2

-32.2-32.2

-34.2-34.2

-37.2-37.2

22.022.0

25.025.0

27.027.0

30.030.0

32.032.0

35.035.0

36.336.3

37.037.0

40.040.0

42.042.0

45.045.0

4 SHEETS

PROJECT 2INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-09

SHEET

OF

DRILLING LOG (Cont. Sheet) 7.8 ft

Port Monmouth, NJ - Phase II New York District Corps of Engineers

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II PM14-09DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-13

J-14

J-15

J-16 & J-17

J-18

SPT

SPT

SPT

SPT

SPT

(SP) Poorly Graded SAND

Auger only

POORLY GRADED SAND W/ SILT

(SP-SM), fine to medium; light brown, moist, trace gravel.

Auger only

SILTY SAND (SM), fine; olive, very moist.

Auger only

SILTY SAND (SM), fine; olive gray, very moist.

CLAYEY SAND (SC), gray brown, moist, soft, high plasticity.

Auger only

FAT CLAY W/ SAND (CH), gray, wet, hard, high plasticity.

PP: 4.3, 3.0; TOR: 8.5, 9.0+ (with fissure)

(SM) Silty SAND

1.4

1.5

2.0

2.0

2.0

2.0

70%

75%

100%

100%

100%

100%

-39.2-39.2

-42.2-42.2

-43.0

-44.2-44.2

-47.2-47.2

-49.2-49.2

-52.2-52.2

-54.2-54.2

-57.2-57.2

-59.2-59.2

-62.2-62.2

-62.9

47.047.0

50.050.0

50.8

52.052.0

55.055.0

57.057.0

60.060.0

62.062.0

65.065.0

67.067.0

70.070.0

70.7

4 SHEETS

PROJECT 3INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-09

SHEET

OF

DRILLING LOG (Cont. Sheet) 7.8 ft

Port Monmouth, NJ - Phase II New York District Corps of Engineers

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II PM14-09DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-19

J-20

J-21

J-22

J-23

J-24

SPT

SPT

SPT

SPT

SPT

SPT

Auger only

FAT CLAY (CH), dark gray, wet, medium stiff, high plasticity, trace fine sand.

PP: 2.25, 1.75; TOR: 5.5, 4.5

0.01' very fine sand layer.

Auger only

(CL) Lean CLAY

PP: 2.7, 2.4; TOR: 7.9, 8.3

Auger only

FAT CLAY (CH), dark gray, very moist, hard, high plasticity, trace fine sand.

PP: 2.0, 2.5; TOR: 5.2, 6.0

Auger only

FAT CLAY (CH), dark gray, very moist, hard, high plasticity, trace fine sand.

PP: 2.3, 2.5; TOR: 6.5 (with fissure), 7.5

Auger only

FAT CLAY (CH), dark gray, wet, firm, high plasticity, trace sand, and gravel.

PP: 2.3, 2.3; TOR: 6.6, 8.5 (with fissure) 3 indurated layers up to 0.1'.

2.0

2.0

100%

100%

-64.2-64.2

-67.2-67.2

-68.3

-69.2-69.2

-72.2-72.2

-74.2

72.072.0

75.075.0

76.1

77.077.0

80.080.0

82.0

4 SHEETS

PROJECT 4INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-09

SHEET

OF

DRILLING LOG (Cont. Sheet) 7.8 ft

Port Monmouth, NJ - Phase II New York District Corps of Engineers

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II PM14-09DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-25

J-26

SPT

SPT

Auger only

FAT CLAY (CH), dark gray, wet, hard, high plasticity, trace sand.

PP: 2.6, 1.5; TOR: 9.0 (with fissure), 9.0 To 76.3 indurated, brittle, tan.

Auger only

FAT CLAY (CH), dark gray, wet, hard, high plasticity, trace sand.

PP: 2.6, 2.25; TOR: 9.0+, 9.0+

BOTTOM OF HOLE

Notes:

Sampled using a standard 1 3/8 split spoon driven automatically by a 140 lb. hammer dropped 30.

Soils are field visually classified in accordance with the Unified Soils Classification System and the Burmister

1.6

1.8

1.5

1.0

1.8

0.8

0.8

1.1

1.5

1.3

80%

90%

75%

50%

90%

40%

40%

55%

75%

65%

8.7

7.0 6.7

6.26.2

5.55.5

4.7

2.72.7

1.7

0.7

-1.3

-3.3-3.3

-5.3-5.3

-7.3

-9.3

-11.3

0.0

1.7 2.0

2.52.5

3.33.3

4.0

6.06.0

7.0

8.0

10.0

12.012.0

14.014.0

16.0

18.0

20.0

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

3. DRILLING AGENCY

DISTURBED

North Atlantic

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

15. ELEVATION GROUND WATER

Baltimore District

Hole No. PM14-10

INSTALLATION SHEET

NAVD88

UNDISTURBED

2. BORING LOCATION (Coordinates or Station)

12. MANUFACTURER'S DESIGNATION OF DRILL

11a. VERTICAL DATUM 11b. HORIZONTAL DATUM

17. ELEVATION TOP OF HOLE

OF

6. DIRECTION OF HOLE

DIVISION

DRILLING LOG

SHEETS

18. TOTAL ROCK CORE RECOVERY FOR BORING

Adam Gattuso

4. NAME OF DRILLER

19. SIGNATURE OF INSPECTOR

14. TOTAL # OF CORE BOXES

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

NAD83

Steve Simmons

1. PROJECT

16. DATE/

TIME

Port Monmouth, NJ - Phase II

N/A

COMPLETED

5/28/14 0000 6.9ft

10. SIZE AND TYPE OF BIT

5/28/14 0000

STARTED

CME-55

VERTICAL INCLINED

3-1/4 Hollow Stem Augers

DEG. FROM VERT.

5. NAME OF INSPECTOR

New York District Corps of Engineers

8.7 ft

N 585,421.75 E 603,178.38

52.0 ft

10.3ft

6.1ft1.9 ft

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II PM14-10DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836 AT

COMPLETIONJUN 15

NAN FORM

J-1 & J-2

J-3, 4 & 5

J-6

J-7

J-8

J-9

J-10

J-11

J-12

J-13

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SILTY SAND (SM), fine to medium; dark brown, moist, trace gravel, and roots.

Fine to coarse, angular; dark brown, moist, with gravel.

CLAYEY SAND (SC), dark gray, moist, with gravel.

POORLY GRADED SAND W/ GRAVEL

(SP), fine to medium; tan, moist.

(SP) Poorly Graded SAND

SANDY FAT CLAY (CH), very dark gray brown, moist, trace gravel.

Gray, very moist, little fine sand, little decayed wood.

PP: 0.8, 0.8; TOR: not testable Very dark gray brown, moist, soft, some decayed wood.

PP: 0.75, 0.25, 0.75; TOR: 2.7, 3.8

Very dark gray brown, moist, no decayed wood, trace sand.

PP: 0.75, 0.3, 0.5; TOR: 3.6 (sidewall failure)

(MH) Elastic SILT with SAND PP: 0.5, 0.6, 0.6; TOR: 2.8, 2.5 (fissure beyond sidewall at failure in both readings)

SILTY SAND (SM), fine to medium; dark gray, very moist, trace rootlets, and organic soil.

Gray, wet.

Gray with olive, wet.

1.5

1.0

1.4

1.8

0.6

75%

50%

70%

90%

30%

-13.3-13.3

-16.3-16.3

-18.3-18.3

-21.3-21.3

-22.3-22.3

-23.3-23.3

-26.3-26.3

-27.5

-28.3-28.3

-31.3-31.3

-33.3-33.3

-36.3-36.3

22.022.0

25.025.0

27.027.0

30.030.0

31.031.0

32.032.0

35.035.0

36.2

37.037.0

40.040.0

42.042.0

45.045.0

3 SHEETS

PROJECT 2INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-10

SHEET

OF

DRILLING LOG (Cont. Sheet) 8.7 ft

Port Monmouth, NJ - Phase II New York District Corps of Engineers

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II PM14-10DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-14

J-15

J-16 & J-17

J-18 & J-19

J-20

SPT

SPT

SPT

SPT

SPT

Olive with green, wet.

Auger only

POORLY GRADED SAND (SP), fine to medium; grayish tan, wet, trace subrounded fine gravel.

Auger only

CLAYEY SAND (SC), fine to medium; pale gray with tan, green and orange, wet, trace concretions, iron oxide staining.

SILTY SAND (SM), fine to medium; light greenish gray, wet.

Auger only

(MH) Sandy elastic SILT PP: 2.0, 2.3; TOR: 4.0 (sidewall failure)

Gray, wet, with sand.

PP: 1.4, 1.3; TOR: 4.2

Auger only

POORLY GRADED SAND (SP), fine to medium; pale gray with green, tan and brown, wet.

(SC) Clayey SAND

1.4

1.4

70%

70%

-37.8

-38.3-38.3

-41.3-41.3

-43.3

46.5

47.047.0

50.050.0

52.0

3 SHEETS

PROJECT 3INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-10

SHEET

OF

DRILLING LOG (Cont. Sheet) 8.7 ft

Port Monmouth, NJ - Phase II New York District Corps of Engineers

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II PM14-10DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-21

J-22

SPT

SPT

Brown with gray.

Auger only

POORLY GRADED SAND (SP-SM), fine to medium; dark grayish gray, wet, with silt.

BOTTOM OF HOLE

Notes:

Sampled using a standard 1 3/8 split spoon driven automatically by a 140 lb. hammer dropped 30.

Soils are field visually classified in accordance with the Unified Soils Classification System and the Burmister

1.7 85%

2.7

0.7

6.0

8.0

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

3. DRILLING AGENCY

DISTURBED

North Atlantic

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

15. ELEVATION GROUND WATER

Baltimore District

Hole No. PM14-10s

INSTALLATION SHEET

NAVD88

UNDISTURBED

2. BORING LOCATION (Coordinates or Station)

12. MANUFACTURER'S DESIGNATION OF DRILL

11a. VERTICAL DATUM 11b. HORIZONTAL DATUM

17. ELEVATION TOP OF HOLE

OF

6. DIRECTION OF HOLE

DIVISION

DRILLING LOG

SHEETS

18. TOTAL ROCK CORE RECOVERY FOR BORING

Adam Gattuso

4. NAME OF DRILLER

19. SIGNATURE OF INSPECTOR

14. TOTAL # OF CORE BOXES

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

NAD83

Albert McNamara

1. PROJECT

16. DATE/

TIME

Port Monmouth, NJ - Phase II

N/A

COMPLETED

2/5/15 0000

10. SIZE AND TYPE OF BIT

2/5/15 0000

STARTED

CME-45

VERTICAL INCLINED

3-1/4 Hollow Stem Augers

DEG. FROM VERT.

5. NAME OF INSPECTOR

New York District Corps of Engineers

8.7 ft

N 585,416.6 E 603,159.08

8.0 ft

5.3ft

C E

N A

N

LE

T

T E

R

V

IS

U A

L A

N D

L A

B O

V E

R P

O R

T M

O N

M O

U T

H

M A

Y

W

O R

K

IN

G .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

3_

.G D

T

/9 /1

Port Monmouth, NJ - Phase II PM14-10sDURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836 AT

COMPLETIONJUN 15

NAN FORM

Shelby 1 SH

(CH) Moist, Dark grayish-brown, firm, fat CLAY trace of fine sand

BOTTOM OF HOLE

Notes:

Soils are field visually classified in accordance with the Unified Soils Classification System and the Burmister Method to quantify the major and minor components.

Shelby attempted from 35.0-37.0' had no recovery.

1.7

1.8

1.8

1.8

0.4

1.1

1.5

0.7

0.7

85%

90%

90%

90%

20%

55%

75%

35%

35%

7.5

6.06.0

5.55.5

3.53.5

1.51.5 1.3

-0.5

-2.5-2.5

-4.5-4.5

-6.5-6.5

-7.5-7.5

-8.0-8.0

-8.5-8.5

-10.5

-12.5-12.5

0.0

1.51.5

2.02.0

4.04.0

6.06.0 6.2

8.0

10.010.0

12.012.0

14.014.0

15.015.0

15.515.5

16.016.0

18.0

20.020.0

LE

G

E N

D

CLASSIFICATION OF MATERIALS

(Description)

REC.

SAMPLE/

BOX

ELEV.

(ft)

DEPTH

(ft) RQD

Length

RQD

(in)

Length

REC.

(ft)

SPT/

AB/

CR

PP/

tsf

Blows/

0.5 ft

NSPT

3. DRILLING AGENCY

DISTURBED

North Atlantic

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

15. ELEVATION GROUND WATER

Baltimore District

Hole No. PM14-11

INSTALLATION SHEET

NAVD88

UNDISTURBED

2. BORING LOCATION (Coordinates or Station)

12. MANUFACTURER'S DESIGNATION OF DRILL

11a. VERTICAL DATUM 11b. HORIZONTAL DATUM

17. ELEVATION TOP OF HOLE

OF

6. DIRECTION OF HOLE

DIVISION

DRILLING LOG

SHEETS

18. TOTAL ROCK CORE RECOVERY FOR BORING

Adam Gattuso

4. NAME OF DRILLER

19. SIGNATURE OF INSPECTOR

14. TOTAL # OF CORE BOXES

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

NAD83

Steve Simmons

1. PROJECT

16. DATE/

TIME

Port Monmouth, NJ - Phase II

N/A

COMPLETED

5/29/14 0000 5.1ft

10. SIZE AND TYPE OF BIT

5/29/14 0000

STARTED

CME-55

VERTICAL INCLINED

3-1/4 Hollow Stem Augers

DEG. FROM VERT.

5. NAME OF INSPECTOR

New York District Corps of Engineers

7.5 ft

N 585,473.32 E 603,394.63

52.0 ft

10.3ft

6.