Specs.pdf

NEW YORK DISTRICT

HURRICANE AND STORM DAMAGE

REDUCTION PROJECT

RARITAN BAY + SANDY HOOK BAY

PHASE II-CONTRACT 4

PORT MONMOUTH, NEW JERSEY

IFB No. W912DS-17-B-0007

Specifications

100% - July 2017

LEFT BLANK INTENTIONALLY

COVER SHEET

NEW YORK DISTRICT

CORPS OF ENGINEERS

NEW YORK, NEW YORK 10278-0090

INVITATION FOR BIDS

FOR

Hurricane and Storm Damage Reduction Project Phase II-Contract 4

Port Monmouth, New Jersey

1. Attached is INVITATION FOR BIDS (IFB) NO. W912DS-

2. BIDS MUST BE SET FORTH full, accurate, and complete information as required by this Invitation for Bids, including attachments. The penalty for making false statements in bids is prescribed under Title 18, United States Code, Section 1001.

3. SUBMISSION OF BIDS: Complete details concerning proper submission of bids are contained in the INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS (Section 00 21 16).

4. Note the REQUIREMENT FOR AFFIRMATIVE ACTION of the EQUAL

OPPORTUNITY clause as it applies to the contract resulting from this solicitation.

(See paragraph NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY in Section 00 21 16 of this

IFB).

5. REPRESENTATIONS AND CERTIFICATIONS – SECTION 00 45 00

Bidders and Offerors are required to complete the REPRESENTATIONS AND CERTIFICATIONS and submit them with their bids.

Within Section 00 45 00, note in particular the PROHIBITION SEGREGATED FACILITIES. Failure of a bidder or offeror to agree to the certification will render his bid or offer non-responsive to the terms of solicitations involving awards of contracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause (1984 APR).

6. THIS PROJECT IS A CIVIL WORKS PROGRAM PROCUREMENT AND IS NOT

FUNDED BY THE DEPARTMENT OF DEFENSE. BUY AMERICAN ACT –

CONSTRUCTION MATERIALS (MAY 1993) IN ACCORDANCE WITH FAR

52.225-5 APPLIES.

7. Please review all bonds and accompanying documents required to be submitted.

Bonds, Powers of Attorney, statements of authenticity and continuing validity, and all related documents MUST NOT bear computer printer-generated signatures and/or

COVER SHEET

seals. Documents bearing signatures and/or seals generated as part of a document, as opposed to being affixed to the document after its generation, will not be accepted.

Submission of such documents may render the bid or offer non-responsive and ineligible for award.

CHECKLIST - 1

US ARMY ENGINEER DISTRICT, NEW YORK

INVITATION FOR BIDS NO. W912DS-

CHECK LIST FOR BIDDERS

ATTACHED IS IFB NO. W912DS-

Hurricane and Storm Damage Reduction Project Phase II-Contract 4 Port Monmouth, New Jersey

ALL INFORMATION REQUIRED BY THE TERMS OF THIS SOLICITATION

MUST BE FURNISHED. MISTAKES OR OMISSIONS MAY RENDER YOUR

OFFER INELIGIBLE FOR AWARD. IMPORTANT ITEMS FOR YOU TO CHECK

ARE INCLUDED IN BUT NOT LIMITED TO THOSE LISTED BELOW. THIS

INFORMATION IS FURNISHED ONLY TO ASSIST YOU IN SUBMITTING A

PROPER BID

__HAVE YOU ACKNOWLEDGED ALL AMENDMENTS?

__HAVE YOU COMPLETED THE “REPRESENTATIONS AND CERTIFICATIONS”

(SECTION 00 45 00) PORTION OF THE SOLICITATION?

__IS YOUR DUNS NUMBER LISTED ON THE STANDARD FORM 1442?

__IS YOUR BID PROPERLY SIGNED?

__IS YOUR BID GUARANTEE PROPERLY SIGNED BY BOTH THE BIDDER AND

SURETY AND ARE ALL SEALS AFFIXED?

__DO THE BID BOND AND ACCOMPANYING DOCUMENTS BEAR

SIGNATURES AND SEALS AFFIXED AFTER THE DOCUMENT WAS

GENERATED, AS OPPOSED TO COMPUTER PRINTER-GENERATED

SIGNATURES AND/OR SEALS?

__HAVE YOU ENSURED THAT YOU HAVE NOT RESTRICTED YOUR OFFER

BY ALTERING THE PROVISIONS OF THE SOLICITATION?

__WHEN REQUIRED, HAVE YOU ENTERED A UNIT PRICE FOR EACH PRICE

ITEM? (THE SOLICITATION SPECIFICALLY STATES WHEN THIS IS

NECESSARY.)

__ARE DECIMALS IN YOUR PRICES IN THE PROPER PLACE? ARE YOUR

FIGURES LEGIBLE?

CHECKLIST - 2

__IF YOU HAVE MADE ERASURES OR CORRECTIONS ON YOUR BID, ARE

THEY INITIALED BY THE PERSON SIGNING THE BID?

__DOES THE ENVELOPE CONTAINING YOUR BID PROPERLY IDENTIFY

THAT IT ISA SEALED BID AND DOES IT CONTAIN THE CORRECT

SOLICITATION NUMBER AND BID OPENING TIME?

__WILL YOUR OFFER ARRIVE ON TIME? (SEE PARAGRAPH ENTITLED “LATE

SUBMISSIONS, MODIFICATIONS, AND WITHDRAWALS OF BIDS” IN THE

INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS,

SECTION 00 21 16 OF THE SOLICITATION.)

NOTE: THERE ARE INCREASED SECURITY MEASURES AT JACOB K.

JAVITS FEDERAL BUILDING, 26 FEDERAL PLAZA THAT MAY AFFECT THE

TIME IT TAKES TO ENTER THE BUILDING. BIDDERS IS RESPONSIBLE TO

ENSURE THAT ITS BID IS SUBMITTED TIMELY.

MTOC - 1

MAIN TABLE OF CONTENTS

CT4

SECTION TITLE

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 SF 1442 AND BIDDING SCHEDULE

00 21 16 INSTRUCTIONS, CONDITIONS, AND NOTICE TO BIDDERS

(to be provided by Contracting Division)

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

(to be provided by Contracting Division)

00 72 00 CONTRACT CLAUSES

(to be provided by Contracting Division)

00 73 00 SPECIAL CONTRACT REQUIREMENTS

LIST OF DOCUMENTS, EXHIBITS & OTHER ATTACHMENTS

00 90 01 WAGE RATES

(To be provided by Contracting Division)

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 22 00.00 10 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 54 00 MOBILIZATION AND DEMOBILIZATION

01 55 26 TRAFFIC CONTROL

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23.00 18 TEMPORARY STORM WATER POLLUTION CONTROL

01 74 19 CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT

MTOC - 2

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

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 50 16 BLOCK AND TACKLE SYSTEM

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 10 PANELBOARDS AND MANUAL TRANSFER SWITCHES AND

CONDUITS

26 43 13.00 18 SURGE PROTECTIVE DEVICES FOR LOW-VOLTAGE

ELECTRICAL POWER CIRCUITS

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 32 11 SOIL SURFACE EROSION CONTROL

31 41 16 METAL SHEET PILING

31 62 16.16 STEEL H PILES

MTOC - 3

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE

BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTING

DIVISION 33 - UTILITIES

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 01 70.13 WIRE ROPE FOR GATE OPERATING DEVICES

35 20 16.59 CLOSURE GATES

35 22 26 SLUICE GATES

35 31 19 STONE RIPRAP CONSTRUCTION

SECTION 00 10 00

SF 1442 AND BIDDING

SCHEDULE

SECTION 00 21 16

INSTRUCTIONS,

CONDITIONS, AND

NOTICE TO BIDDERS

(to be provided by Contracting Division)

SECTION 00 45 00

REPRESENTATIONS AND

CERTIFICATIONS

SECTION 00 72 00

CONTRACT CLAUSES

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"

Port Monmouth, New Jersey to project

Legend Group 1: One- to two-line three-line project title legend

Color: White Typeface: 1.25" Helvetica Regular

Legend Group 3: One- to

Legend Group 2: Division or

2.5"

PROJECT IDENTIFICATION SIGN

CIVIL WORKS PROJECT

4.5"

6.25"

Supervised by Design and Construction description of Corps relationship

Legend Group 4: 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"

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 department (military).

Color: Black

Cross-align the first of Legend

(civil works) or name of sponsoring under this contract.

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

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

10.5"

1.875"

1.875"

1.875"

1.875"

Hurricane and Storm Damage Reduction

9.5"

2.25"

Phase II-Contract 4

21" 3" 42" 3"

4.5"

6"

6"

4.5" of Engineers Project

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

3" 21" 1"

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

Type Legend

* Appendix D

Color: Black

(architect, general contractor, etc.), Group 4 with the first line of the Corps Signature (US Army Corps) as shown.

Legend Group 5a-b: One-to-five

2"

(Dimensions are in inches)

48"

Post Specification

4' x 4' HDO-3 Size Size

00 73 00 - 29

Color various 4' x 6' Height Bkg/LgdCode

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 - 30

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 4

10.5"

3" 31"

Dimensions inches.

3" 2" 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 4

CONTRACTOR:

FUNDED BY:

Port Monmouth, New Jersey

PROHIBITED ACTIVITIES

DISTRICT ENGINEER: THOMAS D. ASBERY

COMPLETION DATE:

FOR YOUR SAFETY

1. DO NOT ENTER DESIGNATED WORK AREAS

2. OBEY ALL STATE AND LOCAL REQUIREMENTS CONCERNING

00 73 00 - 31

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 -32

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

(To be provided by Contracting Division)

SECTION 00 90 02

PERMITS

SECTION 00 90 03

BORING DATA

2.5

0.50.5

-1.5-1.5

-3.5-3.5

-7.5-7.5

-17.5-17.5

0.0

2.02.0

4.04.0

6.06.0

10.010.0

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. NW-1

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

2.5 ft

N 580,207.22 E 604,781.32

24.0 ft

2.8ft

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

/2 9/

Port Monmouth, NJ - Phase II NW-1DURING

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

S-10

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SILTY SAND (SM), fine; brown.

(SP-SM) Poorly Graded SAND with SILT

SILTY SAND (SM), very fine to fine.

POORLY GRADED SAND W/ SILT

(SP-SM), very fine to fine; gray green.

POORLY GRADED SAND (SP), medium;

tan to yellow brown, trace silt.

-19.5-19.5

-21.5

22.022.0

24.0

2 SHEETS

PROJECT 2INSTALLATION

ELEVATION TOP OF HOLE

Hole No. NW-1

SHEET

OF

DRILLING LOG (Cont. Sheet) 2.5 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

/2 9/

Port Monmouth, NJ - Phase II NW-1DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

S-11

S-12

SPT

SPT

(SP) Poorly Graded SAND

POORLY GRADED SAND (SP), fine to medium.

3.2

1.2

-0.8

-2.8

-4.8

-10.8-10.8

-12.8-12.8

-14.8-14.8

0.0

2.0

4.0

6.0

8.0

14.014.0

16.016.0

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-1

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

3.2 ft

N 581,034.08 E 604,325.45

24.0 ft

1.8ft

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

/2 9/

Port Monmouth, NJ - Phase II PM-1DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836 AT

COMPLETIONJUN 15

NAN FORM

S1

S2

S3

S4

S5

S6

S7

S8

S9

S10

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SILTY SAND (SM), very fine; dark brown, moist.

Dark brown, wet.

SILTY SAND (SM), fine; brown.

Brown, trace gravel.

Dark gray.

(CL) Silty Lean CLAY

SILTY LEAN CLAY (CL), gray, Slightly micaceous.

FINE SAND (SP), and medium sand, trace silt.

-17.8-17.8

-20.8

21.021.0

24.0

2 SHEETS

PROJECT 2INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM-1

SHEET

OF

DRILLING LOG (Cont. Sheet) 3.2 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

/2 9/

Port Monmouth, NJ - Phase II PM-1DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

S11

S12

SPT

SPT

SILTY CLAY (CL), dark brown, little organics.

5.7

3.7

1.7

-0.3

-4.3-4.3

-6.3-6.3

-8.3-8.3

-10.3

-12.3

-14.3-14.3

0.0

2.0

4.0

6.0

10.010.0

12.012.0

14.014.0

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. PM-2

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

5.7 ft

N 581,537.1 E 604,863.56

24.0 ft

6.0ft

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

/2 9/

Port Monmouth, NJ - Phase II PM-2DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836 AT

COMPLETIONJUN 15

NAN FORM

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

POORLY GRADED SAND (SP), fine; brown, dry, trace silt, trace rootlets, trace gravel, predom qtz.

Very moist, no organics, moist to wet.

Light brown, wet.

Trace silt.

(SP-SM) Poorly Graded SAND with SILT

POORLY GRADED SAND (SP), fine to medium; light brown, wet, trace silt, trace gravel, predom qtz.

POORLY GRADED SAND W/ SILT

(SP-SM), fine to medium; light brown mottled with red, trace rock fragments, Begin mud at 14.0.

Yellow with brown.

Light brown mottled with red, trace gravel, trace rock fragments.

-16.8

-17.8-17.8

-18.3

22.5

23.523.5

24.0

2 SHEETS

PROJECT 2INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM-2

SHEET

OF

DRILLING LOG (Cont. Sheet) 5.7 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

/2 9/

Port Monmouth, NJ - Phase II PM-2DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

SPT

SPT

POORLY GRADED SAND (SP), fine; yellow with tan, wet, trace silt.

Yellow with tan, Slightly laminated.

POORLY GRADED SAND W/ SILT

(SP-SM), fine; orange, Slightly laminated.

4.5

2.52.5

0.50.5

-1.5-1.5

-3.5-3.5

-9.5-9.5

-11.5-11.5

-15.5-15.5

0.0

2.02.0

4.04.0

6.06.0

8.08.0

14.014.0

16.016.0

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. PM-3

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

4.5 ft

N 582,263.19 E 604,843.53

24.0 ft

3.0ft

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

/2 9/

Port Monmouth, NJ - Phase II PM-3DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836 AT

COMPLETIONJUN 15

NAN FORM

S1

S2

S3

S4

S5

S6

S7

S8

S9

S10

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SILTY SAND (SM), brown, trace rootlets.

(SM) SILTY SAND

SILTY SAND (SM), gray with green, wet, some silt, trace gravel.

(SM) SILTY SAND

SILTY SAND (SM), with organics.

(SM) SILTY SAND

(SP-SM), fine; gray with green.

-19.5 24.0

2 SHEETS

PROJECT 2INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM-3

SHEET

OF

DRILLING LOG (Cont. Sheet) 4.5 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

/2 9/

Port Monmouth, NJ - Phase II PM-3DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

S11

S12

SPT

SPT

POORLY GRADED SAND (SP), gray with green, trace silt, trace gravel.

1.3

2.0

1.5

1.7

1.1

1.6

1.3

65%

100%

75%

85%

55%

80%

65%

3.02.72.7

2.0

1.0 0.8 0.6 0.3

-1.0-1.0

-3.0-3.0 -3.4

-5.0-5.0

-5.5

-6.0

-7.0-7.0

-7.8-7.8

-9.0-9.0

-12.0-12.0

-13.1-13.1

-14.0-14.0

-17.0-17.0

0.00.40.4

1.0

2.0 2.2 2.4 2.7

4.04.0

6.06.0 6.4

8.08.0

8.5

9.0

10.010.0

10.810.8

12.012.0

15.015.0

16.116.1

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. PM14-28

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

Albert McNamara

1. PROJECT

16. DATE/

TIME

Port Monmouth, NJ - Phase II

N/A

COMPLETED

6/19/14 0000

10. SIZE AND TYPE OF BIT

6/19/14 0000

STARTED

CME-55

VERTICAL INCLINED

2-1/4 Hollow Stem Augers

DEG. FROM VERT.

5. NAME OF INSPECTOR

New York District Corps of Engineers

3.0 ft

N 582,201.33 E 604,839.96

82.0 ft

3.9ft

29.1ft

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

/2 9/

Port Monmouth, NJ - Phase II PM14-28DURING

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

SPT

SPT

SPT

SPT

SPT

SPT

SPT

Asphalt.

SILTY SAND (SM), fine to medium; yellow red, moist, trace clay, trace fine gravel.

Yellow red, moist, discontinue fine gravel.

SILTY SAND (SM), fine to medium; red brown and dark red brown, moist.

Black.

Olive, moist.

POORLY GRADED SAND W/ SILT

(SP-SM), fine to medium; red brown, moist.

(SP) Poorly Graded SAND Orange, medium sand.

SILTY SAND (SM), fine to medium; yellow red, very moist, trace gravel.

Trace subangular coarse sand and fine gravel.

0.05' lithified iron-stained layer.

POORLY GRADED SAND W/ SILT

(SP-SM), fine to medium; dark yellow brown, moist.

SANDY LEAN CLAY TO FAT (CL), fine to medium; red brown, moist.

Auger only

POORLY GRADED SAND W/ SILT

(SP-SM), fine to medium; very moist, and gravel, little lithified iron-stained nodules.

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

Auger only

1.0

2.0

2.0

2.0

2.0

50%

100%

100%

100%

100%

-19.0-19.0

-22.0-22.0

-23.0-23.0

-23.7-23.7 -24.0-24.0

-27.0-27.0

-27.8-27.8

-28.3-28.3

-29.0-29.0

-32.0-32.0

-32.8 -33.1

-34.0-34.0

-37.0-37.0

-37.5 -37.8-37.8

-39.0-39.0

-42.0-42.0

22.022.0

25.025.0

26.026.0

26.726.7 27.027.0

30.030.0

30.830.8

31.331.3

32.032.0

35.035.0

35.8 36.1

37.037.0

40.040.0

40.5 40.840.8

42.042.0

45.045.0

4 SHEETS

PROJECT 2INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-28

SHEET

OF

DRILLING LOG (Cont. Sheet) 3.0 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

/2 9/

Port Monmouth, NJ - Phase II PM14-28DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-10

J-11, 12 & 13

J-14, 15 & 16

J-17

J-18 & J-19

SPT

SPT

SPT

SPT

SPT

(SM) SILTY SAND

Auger only

POORLY GRADED SAND W/ SILT

(SP-SM), fine to medium; red brown, moist.

SILTY SAND (SM), fine to medium; orange to vary pale brown, very moist, with gravel, iron oxide staining, trace pyrite.

SANDY LEAN CLAY (CL), fine to medium;

dark gray, moist, soft, laminated, high plasticity.

Auger only

POORLY GRADED SAND (SP), fine to medium; light brown gray, moist.

PP: 1.25; TOR: 5.3

SANDY LEAN TO FAT CLAY (CL), fine to medium; dark gray, moist, stiff, high plasticity.

POORLY GRADED SAND W/ SILT

(SP-SM), fine to medium; dark red brown and yellow brown, very moist.

Auger only

POORLY GRADED SAND (SP), fine to medium; dark yellow brown and gray, moist.

0.05' clay seam.

Light gray, trace silt.

Auger only

POORLY GRADED SAND (SP), fine to medium; dark gray and gray, moist.

Trace clay.

(ML) SILT

PP: 2.0, 2.0, 2.5; TOR: 6.7, 7.0, 7.9 (with fissure) Auger only

FAT CLAY (CH), fine; dark gray, moist, stiff, high plasticity, trace sand.

2.0

2.0

1.5

1.8

2.0

2.0

100%

100%

75%

90%

100%

100%

-44.0-44.0

-47.0-47.0

-48.1

-49.0-49.0

-52.0-52.0

-54.0-54.0

-57.0-57.0 -57.2-57.2 -57.6-57.6

-59.0-59.0

-62.0-62.0

-63.0 -63.4

-64.0-64.0

-67.0-67.0 -67.4-67.4

47.047.0

50.050.0

51.1

52.052.0

55.055.0

57.057.0

60.060.0 60.260.2 60.660.6

62.062.0

65.065.0

66.0 66.4

67.067.0

70.070.0 70.470.4

4 SHEETS

PROJECT 3INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-28

SHEET

OF

DRILLING LOG (Cont. Sheet) 3.0 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

/2 9/

Port Monmouth, NJ - Phase II PM14-28DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-20

J-21

J-22

J-23 & J-24

J-25

J-26 & J-27

SPT

SPT

SPT

SPT

SPT

SPT

PP: 4.25, 4.25, 3.5; TOR: 5.9 (with fissure),

7.2 (with fissure), 6.1 (with fissure)

Auger only

FAT CLAY (CH), fine; dark brown, moist, stiff, high plasticity, trace sand.

PP: 1.8, 3.25; TOR: 6.5, 6.4

0.1' pyrite nodule.

Auger only

SILTY SAND (SM), fine to medium; dark gray and gray, very moist, laminated.

Auger only

POORLY GRADED SAND W/ SILT

(SP-SM), fine to medium; gray, very moist.

PP: 1.5; TOR: 3.5

FAT CLAY W/ SAND (CH), fine to medium;

dark red gray, moist, to 60.6 clay seam.

POORLY GRADED SAND W/ SILT

(SP-SM), fine to medium; gray, very moist.

Auger only

(SP-SM) Poorly Graded SAND with SILT

Trace clay.

Very fine to fine sand.

Auger only

POORLY GRADED SAND W/ SILT

(SP-SM), fine to medium; gray and dark gray, moist, trace organics.

SANDY LEAN CLAY TO FAT CLAY (CL),

1.8

2.0

90%

100%

-69.0-69.0

-72.0-72.0

-73.4

-74.0-74.0

-77.0-77.0

-77.7

-79.0

72.072.0

75.075.0

76.4

77.077.0

80.080.0

80.7

82.0

4 SHEETS

PROJECT 4INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-28

SHEET

OF

DRILLING LOG (Cont. Sheet) 3.0 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

/2 9/

Port Monmouth, NJ - Phase II PM14-28DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-28

J-29

SPT

SPT

fine; dark red gray, moist, stiff, high plasticity.

Auger only FAT CLAY (CH), fine; dark gray, moist, medium stiff, high plasticity, trace sand.

PP: 0.4, 0.9, 2.75; TOR: 1.4, 3.0, 5.0 (with fissure) To 76.5, very pale brown.

Auger only

FAT CLAY (CH), dark gray, moist, medium stiff, high plasticity.

PP: 1.9, 1.7, 3.0; TOR: 4.5, 4.5, 6.5

To 80.8m very pale brown.

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.

1.3

1.1

1.3

1.3

1.2

1.4

1.4

65%

55%

65%

65%

60%

70%

70%

4.23.93.9

2.2

0.2

-1.3

-1.8

-3.8

-5.8

-7.8-7.8

-10.8-10.8

-12.8-12.8

-15.8-15.8

0.00.30.3

2.0

4.0

5.5

6.0

8.0

10.0

12.012.0

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. PM14-29

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

2/4/15 0000 0.3ft

10. SIZE AND TYPE OF BIT

2/4/15 0000

STARTED

CME-45

VERTICAL INCLINED

2-1/4 Hollow Stem Augers

DEG. FROM VERT.

5. NAME OF INSPECTOR

New York District Corps of Engineers

4.2 ft

N 581,685.37 E 604,865.53

52.0 ft

0.9ft

2.4ft3.9 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

/2 9/

Port Monmouth, NJ - Phase II PM14-29DURING

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

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SILTY CLAYEY SAND (SC), fine to medium;

very dark brown, wet, some reeds, with wood, Organic odor.

SILTY SAND (SM), fine to medium; dark red brown, very moist, trace roots, trace rootlets, Organic odor.

Yellowish yellow red, wet.

Greenish gray, very moist.

Yellow red, very moist, no rootlets, thinly layered.

Gray slightly mottled with orange.

Light brown, wet, trace subangular fine gravel.

Auger only

SILTY SAND (SM), fine to medium; yellow brown with orange, mottled with black, very moist, iron oxide staining, lensed and layered.

1.5

1.8

0.6

1.4

1.9

75%

90%

30%

70%

95%

-17.8-17.8

-20.8-20.8

-21.6-21.6

-22.2-22.2

-22.8-22.8

-25.8-25.8

-27.8-27.8

-30.8-30.8

-32.8-32.8

-35.8-35.8

-37.0

-37.8-37.8

-40.8-40.8

22.022.0

25.025.0

25.825.8

26.426.4

27.027.0

30.030.0

32.032.0

35.035.0

37.037.0

40.040.0

41.2

42.042.0

45.045.0

3 SHEETS

PROJECT 2INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-29

SHEET

OF

DRILLING LOG (Cont. Sheet) 4.2 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

/2 9/

Port Monmouth, NJ - Phase II PM14-29DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-10

J-11,12,&13

J-14

J-15

J-16 & J-17

SPT

SPT

SPT

SPT

SPT

(SP-SM) Poorly Graded SAND with SILT

Auger only

POORLY GRADED SAND (SP), fine to medium; yellow, moist.

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

SANDY LEAN CLAY (CL), fine to medium;

light red brown and gray and black, moist, contains clay lenses and thin layers.

PP: 0.8 (layer) Auger only

POORLY GRADED SAND (SP), fine to medium; light gray with dark gray, moist.

Auger only

POORLY GRADED SAND (SP), fine to medium; light gray and brown yellow, moist, lensed and thinly layered.

Auger only

(SP) Poorly Graded SAND

POORLY GRADED SAND (SP), fine to medium; pale gray with dark gray, moist, trace silt, with thin layers of sand with silt.

Auger only

POORLY GRADED SAND (SP), fine to medium; gray, moist, homogeneous.

1.2

1.7

86%

85%

-42.2-42.2

-45.8-45.8

-47.4-47.4 -47.8

46.446.4

50.050.0

51.651.6 52.0

3 SHEETS

PROJECT 3INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-29

SHEET

OF

DRILLING LOG (Cont. Sheet) 4.2 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

/2 9/

Port Monmouth, NJ - Phase II PM14-29DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

/5"

J-18

J-19 & J-20

SPT

SPT

Auger only

POORLY GRADED SAND (SP), fine to medium; gray, moist.

LEAN TO FAT CLAY (CL), fine to medium;

very dark gray, moist, little sand lenses.

PP: 3.2, 2.6; TOR: not available

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

0.3

0.4

1.4

1.2

1.0

0.8

1.2

15%

20%

70%

60%

50%

40%

60%

5.0

3.0

1.01.0

-1.0-1.0

-3.0-3.0

-5.0-5.0

-7.0-7.0

-10.0-10.0

-12.0-12.0

-15.0-15.0

0.0

2.0

4.04.0

6.06.0

8.08.0

10.010.0

12.012.0

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. PM14-30

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

8/22/14 0000 0.5ft

10. SIZE AND TYPE OF BIT

8/22/14 0000

STARTED

CME-850

VERTICAL INCLINED

2-1/4 Hollow Stem Augers

DEG. FROM VERT.

5. NAME OF INSPECTOR

New York District Corps of Engineers

5.0 ft

N 581,309.84 E 604,619.8

52.0 ft

3.9ft

9.3ft4.5 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

/2 9/

Port Monmouth, NJ - Phase II PM14-30DURING

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

SPT

SPT

SPT

SPT

SPT

SPT

SPT

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

PP: 0.25; TOR: not testable

(SP-SM) Poorly Graded SAND with SILT

POORLY GRADED SAND W/ SILT

(SP-SM), fine to medium; brown, wet, trace roots, organic odor.

SILTY SAND (SM), fine to medium; yellow brown and red brown, moist.

POORLY GRADED SAND W/ SILT

(SP-SM), fine to medium; red brown, moist.

Auger only

POORLY GRADED SAND W/ SILT

(SP-SM), fine to medium; red yellow, moist, trace thin layers of clean sand and clay.

1.3

1.4

1.5

1.6

1.8

65%

70%

75%

80%

90%

-16.7-16.7 -17.0-17.0

-20.0-20.0

-22.0-22.0

-25.0-25.0

-27.0-27.0

-30.0-30.0

-32.0-32.0

-35.0-35.0

-37.0-37.0

-40.0-40.0

21.721.7 22.022.0

25.025.0

27.027.0

30.030.0

32.032.0

35.035.0

37.037.0

40.040.0

42.042.0

45.045.0

3 SHEETS

PROJECT 2INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-30

SHEET

OF

DRILLING LOG (Cont. Sheet) 5.0 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

/2 9/

Port Monmouth, NJ - Phase II PM14-30DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-8 & J-9

J-10

J-11

J-12

J-13

SPT

SPT

SPT

SPT

SPT

SILTY SAND (SM), fine to medium; dark gray, very moist, trace clay lenses.

LEAN TO FAT CLAY W/ SAND (CL), fine to medium; dark gray, very moist.

PP: 0.4; TOR: not testable Auger only

SILTY SAND (SM), fine to medium; dark red brown and red gray, moist.

Auger only

(SP) Poorly Graded SAND

Auger only

SANDY LEAN CLAY (CL), fine to medium;

dark red gray and yellow red, moist, sample lensed and thinly layered between clay, sandy clay and SP-sand.

Auger only

SILTY SAND (SM), fine to medium; dark red gray, moist, little clay, trace clayey lenses, trace cemented sand nodules to 3/8.

Auger only

SILTY SAND (SM), fine to medium; gray slightly mottled with orange.

1.7

1.9

85%

95%

-42.0-42.0

-45.0-45.0

-46.3

-47.0

47.047.0

50.050.0

51.3

52.0

3 SHEETS

PROJECT 3INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-30

SHEET

OF

DRILLING LOG (Cont. Sheet) 5.0 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

/2 9/

Port Monmouth, NJ - Phase II PM14-30DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-14

J-15 & J-16

SPT

SPT

Auger only

POORLY GRADED SAND (SP), fine to medium; dark gray, moist, no silt, no lenses.

Gray, moist, trace clay, trace thin layers of sand with clay.

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

0.1

1.5

1.4

1.8

1.8

1.1

1.6

5%

75%

70%

90%

90%

55%

80%

2.5

0.50.5

-0.6-0.6

-1.5

-3.5-3.5

-5.5-5.5

-7.5

-9.5-9.5

-12.5-12.5

-14.5-14.5

-17.5-17.5

0.0

2.02.0

3.13.1

4.0

6.06.0

8.08.0

10.0

12.012.0

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. PM14-31

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

11/14/14 0000 3.4ft

10. SIZE AND TYPE OF BIT

11/14/14 0000

STARTED

VERTICAL INCLINED DEG. FROM VERT.

5. NAME OF INSPECTOR

New York District Corps of Engineers

2.5 ft

N 580,985.54 E 604,513.02

52.0 ft

0.8ft -0.9 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

/2 9/

Port Monmouth, NJ - Phase II PM14-31DURING

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

PEAT (Pt), dark brown, wet, very soft.

(SM) Organic SILTY SAND

SILTY SAND (SM), subangular to subrounded; fine to medium; dark red brown, very moist, with roots, with plant matter and strong organic odor.

Red brown, moist.

POORLY GRADED SAND (SP), fine to medium; yellow brown, moist.

SILTY SAND (SM), fine to medium; dark gray brown, moist, trace clay nodules, trace roots.

Brown, moist, trace gravel.

Auger only

(SM) SILTY SAND

1.4

1.7

1.3

1.6

1.6

70%

85%

65%

80%

80%

-18.5-18.5

-19.5-19.5

-22.5-22.5

-24.5-24.5

-27.5-27.5

-29.5-29.5

-32.5-32.5

-34.5-34.5

-37.5-37.5

-39.5-39.5

-42.5-42.5

-43.0-43.0

21.021.0

22.022.0

25.025.0

27.027.0

30.030.0

32.032.0

35.035.0

37.037.0

40.040.0

42.042.0

45.045.0

45.545.5

3 SHEETS

PROJECT 2INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-31

SHEET

OF

DRILLING LOG (Cont. Sheet) 2.5 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

/2 9/

Port Monmouth, NJ - Phase II PM14-31DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-9

J-10

J-11

J-12

J-13

SPT

SPT

SPT

SPT

SPT

(SC) Clayey SAND

POORLY GRADED SAND W/ SILT

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

Auger only

POORLY GRADED SAND W/ SILT

(SP-SM), fine to medium; brown and dark gray, moist.

Auger only

POORLY GRADED SAND (SP), fine to medium; gray, moist.

Auger only

POORLY GRADED SAND (SP), fine to medium; gray, moist.

Auger only

POORLY GRADED SAND (SP), fine to medium; dark gray, moist.

Auger only

SANDY LEAN CLAY (CL), dark red gray, moist, trace wood.

1.7

1.5

85%

75%

-44.5-44.5

-47.5-47.5

-49.5

47.047.0

50.050.0

52.0

3 SHEETS

PROJECT 3INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-31

SHEET

OF

DRILLING LOG (Cont. Sheet) 2.5 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

/2 9/

Port Monmouth, NJ - Phase II PM14-31DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-14

J-15

SPT

SPT

SILTY SAND (SM), fine to medium; dark gray and light gray, moist.

Auger only

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

0.0

0.0

0.0

0.3

0.0

1.5

0.6

0.8

0.9

0%

0%

0%

15%

0%

75%

30%

40%

45%

3.2

2.22.2

-2.8-2.8

-4.8-4.8

-6.8-6.8

-8.8-8.8

-10.8-10.8

-12.8-12.8

-14.8-14.8

-16.8-16.8

0.0

1.01.0

6.06.0

8.08.0

10.010.0

12.012.0

14.014.0

16.016.0

18.018.0

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. PM14-32

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

8/22/14 0000 0.3ft

10. SIZE AND TYPE OF BIT

8/22/14 0000

STARTED

CME-850

VERTICAL INCLINED

2-1/4 Hollow Stem Augers

DEG. FROM VERT.

5. NAME OF INSPECTOR

New York District Corps of Engineers

3.2 ft

N 580,611.78 E 604,653.92

52.0 ft

1.2ft

2.4ft2.9 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

/2 9/

Port Monmouth, NJ - Phase II PM14-32DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836 AT

COMPLETIONJUN 15

NAN FORM

J-2

J-3

J-4

J-5

J-6

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

LEAN TO FAT CLAY W/ SAND (CL), fine to medium; brown, very moist, with grass & roots.

No Recovery

FAT CLAY W/ SAND (CH), fine to medium;

dark red gray, wet, trace roots, strong organic odor.

No Recovery

(SM) SILTY SAND

POORLY GRADED SAND (SP), fine to medium; red yellow and brown, very moist.

POORLY GRADED SAND W/ SILT

(SP-SM), fine to medium; yellow red, very moist, trace rounded fine gravel, iron oxide staining.

(SM) SILTY SAND

1.3

1.2

1.3

1.2

1.1

65%

60%

65%

60%

55%

-18.8-18.8

-21.8-21.8

-23.8-23.8

-26.8-26.8

-28.8-28.8

-31.8-31.8

-33.8-33.8

-36.8-36.8

-38.8-38.8

-41.8-41.8

22.022.0

25.025.0

27.027.0

30.030.0

32.032.0

35.035.0

37.037.0

40.040.0

42.042.0

45.045.0

3 SHEETS

PROJECT 2INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-32

SHEET

OF

DRILLING LOG (Cont. Sheet) 3.2 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

/2 9/

Port Monmouth, NJ - Phase II PM14-32DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-7

J-8

J-9

J-10

J-11

SPT

SPT

SPT

SPT

SPT

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

Auger only

SILTY SAND (SM), fine to medium; red yellow, moist, iron oxide staining.

Auger only

SILTY SAND (SM), fine to medium; red yellow, moist, iron oxide staining.

Auger only

POORLY GRADED SAND (SP), fine to medium; brown yellow, moist, iron oxide staining.

Auger only

POORLY GRADED SAND (SP), fine to medium; light red, moist.

(SC) Clayey SAND

1.2

1.2

60%

60%

-43.8-43.8

-46.8-46.8

-48.8

47.047.0

50.050.0

52.0

3 SHEETS

PROJECT 3INSTALLATION

ELEVATION TOP OF HOLE

Hole No. PM14-32

SHEET

OF

DRILLING LOG (Cont. Sheet) 3.2 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

/2 9/

Port Monmouth, NJ - Phase II PM14-32DURING

DRILLING

AFTER

DRILLING

PROJECT HOLE NO.1836-A AT

COMPLETIONJUN 15

NAN FORM

J-12

J-13

SPT

SPT

Auger only

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

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

1.5

1.6

1.6

1.8

1.7

0.9

0.6

1.5

80%

75%

80%

80%

90%

85%

45%

30%

75%

4.0

2.02.0

0.90.9

0.00.0

-2.0-2.0

-4.0-4.0

-6.0

-6.9

-8.0-8.0 -8.3

-10.0

-12.0

-12.6 -13.0

-14.0-14.0

-16.0-16.0

0.0

2.02.0

3.13.1

4.04.0

6.06.0

8.08.0

10.0

10.9

12.012.0 12.3

14.0

16.0

16.6 17.0

18.018.0

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. PM14-33

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

Albert McNamara

1. PROJECT

16. DATE/

TIME

Port Monmouth, NJ - Phase II

N/A

COMPLETED

6/20/14 0000

10. SIZE AND TYPE OF BIT

6/20/14 0000

STARTED

CME-55

VERTICAL INCLINED

2-1/4 Hollow Stem Augers

DEG. FROM VERT.

5. NAME OF INSPECTOR

New York District Corps of Engineers

4.0 ft

N 580,157.39 E 604,864.8

82.0 ft

3.1ft

17.4ft

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

/2 9/

Port Monmouth, NJ - Phase II PM14-33DURING

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

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

SPT

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

SILTY CLAYEY SAND (SC-SM), fine to medium; dark red brown, moist.

FAT CLAY (CH), fine to medium; dark gray, moist, high, trace sand, soft cementation.

PP: 0.1; TOR: 1.1

(SM) SILTY SAND

PP: 0.8, 0.5; TOR: 1.0, 1.0 (both with sidewall failure)

SANDY LEAN TO FAT CLAY (CL), fine to medium; black and dark…