Amendment_2-_Specs.pdf

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 GEOTECHNICAL DATA 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

e3enpsrm Cross-Out

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 90 01

Wage Rates

00 90 01-1

General Decision Number: NJ170058 09/01/2017 NJ58

Superseded General Decision Number: NJ20160058

State: New Jersey aed 10/05/2017

Construction Type: Heavy

County: Monmouth County in New Jersey.

HEAVY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.20 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2017.

The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/06/2017 1 02/10/2017 2 03/03/2017 3 04/21/2017 4 05/19/2017 5 06/02/2017 6 06/09/2017 7 08/04/2017 8 09/01/2017

ASBE0032-005 09/19/2015

MONMOUTH COUNTY (Township of Aberdeen; Borough of Allenhurst; City of Asbury Park;

Boroughs of Atlantic Highlands, Avon-by-the-sea, Belmar and Bradley Beach; Township of Colts Neck; Boroughs of Deal, Eatontown and Fair Haven; Township of Hazlet; Borough of Highlands;

Township of Holmdel; Boroughs of Keansburg, Keyport and Little Silver; Township of Marlboro;

Borough of Matawan; Township of Middletown; Borough of Monmouth Beach; Township of

00 90 01-2

Neptune; Boroughs of Neptune City, Oceanport, Red Bank, Sea Bright and Shrewsbury;

Township of Shrewsbury; Boroughs of South Belmar, Union Beach and West Long Branch):

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR (Includes the application of all insulating materials, protective coverings, coatings and finishings to all types of mechanical systems; also, the application of firestopping material to openings and penetrations in walls, floors, ceilings and curtain walls; also, all lead abatement).............................................$ 47.24 31.95

ASBE0089-005 07/01/2016

MONMOUTH COUNTY (Borough of Freehold; Townships of Freehold, Howell, Millstone, Upper Freehold and Wall)

ASBESTOS WORKER/HEAT & FROST

INSULATOR ((includes the application of all insulating materials, protective coverings, coatings and finishings to all types of mechanical systems; also, the application of firestopping material to openings and penetrations in walls, floors, ceilings and curtain walls; also, all lead abatement))...........................................$ 42.02 31.83

PAID HOLIDAYS:

The last day prior to the Christmas and New Year's Day observed holiday: 4 hrs. pay.

BRNJ0004-001 11/01/2016

Rates Fringes

CEMENT MASON...................................................................$ 40.00 29.29

CARP0006-013 05/01/2017

00 90 01-3

CARPENTER (Including Form Work)......................................$ 47.28 57%

The first sixty feet at the regular rate, 10% per hour additional for each additional fifty feet thereafter.

CARP0454-009 05/01/2016

Rates Fringes

PILEDRIVERMAN....................................................................$ 43.95 31.32

PAID HOLIDAYS:

New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day; provided that the worker works any of the three days in the five-day work week preceding the holiday and the first work day after the holiday.

CARP0715-007 11/01/2016

Rates Fringes

Millwright.............................................................................$ 46.55 56%

Work of erection and dismantling of elevators and towers, such as concrete conveyors and temporary material elevators, scaffolding or other structures to be used as scaffolding inside or outside of buildings: the first sixty feet at the regular rate, 10% per hour additional for each additional fifty feet thereafter.

ELEC0400-007 05/29/2017

Rates Fringes

Electrician & Cable Splicer.......................................................$ 47.50 34.68

ENGI0825-021 01/01/2016

00 90 01-4

Power equipment operators:

GROUP 1.............................................................................$ 47.70 29.80 GROUP 2.............................................................................$ 46.05 29.80 GROUP 3.............................................................................$ 43.91 29.80 GROUP 4.............................................................................$ 42.41 29.80 GROUP 5.............................................................................$ 40.69 29.80

Hazardous waste removal work:

Work on a state or federally designated hazardous waste site, where the worker is in direct contact with hazardous material, and when personal protective equipment is required for respiratory, skin and eye protection: 20% per hour additional.

PAID HOLIDAYS:

New Year's Day, Washington's Birthday observed, Memorial Day, Independence Day, Labor Day, Presidential Election Day, Veteran's Day, Thanksgiving Day and Christmas Day; provided

1) that the worker works three of the preceding five work days before the holiday; or, the work day before the holiday and the work day after the holiday; and, 2) that the worker works the work day before and the work day after the holiday.

DEFINITION OF GROUPS:

GROUP 1:

Backhoe, Including Backhoe Track; Boom; Concrete Paving Machine; Crane (all types, including overhead and straddle traveling type); Drill (down-the-hole drill, rotary drill, self-propelled hydraulic drill, self-powered drill);

Elevating Grader; Excavator; Front End Loader (5 cu. yd.

and over); Piledriver (length of boom, including length of leads, shall determine premium rate applicable)

GROUP 2:

Backhoe Loader Combo; Concrete Pumper; Grader/Blade (Finish);

Hoist; Hydraulic Crane, 10 Tons and under; Front End Loader (2 cu. yd. but less than 5 cu. yd.); Scraper; Side Boom

00 90 01-5

GROUP 3:

Asphalt Spreader; Bulldozer; Compressor(2 or 3) (in Battery) (within 100 ft.); Crusher; Forklift; Front End Loader (1

cu. yd. and over but less than 2 cu. yd.); Lull; Mechanic;

Paver, Asphalt; Roller, Blacktop; Tractor;

GROUP 4:

Broom; Compressor (Single); Farm Tractor; Front End Loader (under 1 cu. yd.); Roller, Grade; Pump

GROUP 5:

Oiler

IRON0011-013 07/01/2016

Rates Fringes

IRONWORKER

Reinforcing.........................................................................$ 39.24 42.92 Structural, Ornamental, Rigger..........................................$ 41.54 42.92

LABO0172-009 03/01/2017

Rates Fringes

Laborers:

Common or General Laborer; Landscape Laborer, Power Tool Operator................................................$ 38.75 28.60 Pipelayer..........................................................................$ 39.45 28.60

Hazardous waste removal work:

Work on a state or federally designated hazardous waste site, where the worker is required to wear Level A, B or C personal protection: $3.00 per hour additional.

Work on a state or federally designated hazardous waste site, where the worker is not required to wear Level A, B, or C personal protection: $1.00 per hour additional.

New Year's Day, President's Day, Memorial Day, 00 90 01-6

Independence Day, Labor Day, Presidential Election Day, Veteran's Day, Thanksgiving Day and Christmas Day; provided that the worker works three days for the same employer within a period of ten working days consisting of five working days before and five working days after the day upon which the holiday falls or is observed.

LABO0222-013 07/01/2012

Rates Fringes

LABORER

MASON TENDER:

Cement/Concrete................................................................$ 29.35 23.07

PAIN0711-023 05/01/2017

Rates Fringes

Painters:

Work on bridges (Major Bridges Designed for Commercial Navigation)...................................................$ 54.13 27.12

PAIN0711-024 05/01/2017

Rates Fringes

Painters:

New Construction Brush and roller.................................$ 40.19 22.72 Repaint work, on projects on which no major alterations occur.

Brush and roller................................................................$ 29.05 18.91

PLUM0009-024 03/01/2017

Rates Fringes

PIPEFITTER...........................................................................$ 47.47 35.51 Service and Repair...........................................................$ 37.48 21.08

* TEAM0469-008 05/01/2017

00 90 01-7

Truck drivers:

Dump Truck; Flatbed Truck;Pick up truck............................................................$ 39.50 30.985 Off the Road Truck.............................................................$ 39.65 30.985

Hazardous waste removal work:

Work on a state or federally designated hazardous waste site, where the worker is in direct contact with hazardous material, and when personal protective equipment is required for respiratory, skin and eye protection: $3.00 per hour additional.

Work on a state or federally designated hazardous waste site, in a zone requiring Level A personal protection for any workers other than the truck driver: $3.00 per hour additional.

Work on a state or federally designated hazardous waste site where the worker is not working in a zone requiring Level A, B or C personal protection: $1.00 per hour additional.

New Year's Day, President's Day, Decoration Day, Independence Day, Labor Day, Presidential Election Day, Veteran's Day, Thanksgiving Day and Christmas Day.

VACATION PAY CREDIT:

Workers working or receiving pay for 80 days within a year receive one week paid vacation (48 hours); 125 days receive two weeks paid vacation (96 hours); 145 days receive 15 days paid vacation (120 hours); 15 years seniority and 145 days receive 4 weeks paid vacation (160 hours).

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

00 90 01-8

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination.

07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

00 90 01-9

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the

00 90 01-10 response from this initial contact is not satisfactory, then the process described in 2.) and 3.)

should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

SECTION 00 90 03

GEOTECHNICAL DATA

SUBSURFACE INFORMATION

The physical conditions indicated on the drawings and in the specifications are the result of site investigations by surveys, borings, and/or other in-situ testing methods including flat plate dilatometer tests. Measured and interpreted parameters obtained from these in-situ tests are included. Foundation exploration logs inserted in this Section. The exploration logs presented represent the best subsurface information available; however, variations may exist in the subsurface between samples and between boring locations and will vary with time and season. Portions of the geotechnical data other than the boring logs, in-situ testing results (measured parameters only), and laboratory testing data are interpretive, are provided as background information only, and shall not be used as a basis for bid or construction.

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

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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

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V

IS

U A