Package 2 - Youth Center - Specifications - Amendment 0002.pdf

NEW YORK DISTRICT

YOUTH CENTER ANNEX

JB McGuire-Dix-Lakehurst, New Jersey

W912DS- 20-B-0001

100% Submission

Specifications

December 2019

617.623.5555 www.arrowstreet.com mailto:ronald.e.st-laurent@usace.army.mil

CONSTRUCTION DOCUMENTS

Joint Base McGuire-Dix--Lakehurst Youth Center Annex Contract No.: F41999-11-D-011 Project No.: PTFL 015000, AFBCIF 150015 Page 1

Section 00 01 01 Table of Contents

PROJECT TABLE OF CONTENTS

VOLUME I

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 01 00 31 32

TABLE OF CONTENTS GEOTECHNICAL

DATA GEOTECHNICAL REPORT

SUBSURFACE INVESTIGATION REPORT

DIVISION 01 - GENERAL REQUIREMENTS

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION

01 42 00

01 57 19

010 74 19 010 78 00 01 78 23

WORK RESTRICTIONS

ALTERNATES

ADMINISTRATIVE REQUIREMENTS

PROJECT SCHEDULE

SUBMITTAL PROCEDURES

LEED(TM) DOCUMENTATION

LEED 2009 for New Construction and Major Renovations Air Force

MILCON Sustainability Requirements Scoresheet

SUSTAINABILITY REPORTING

GOVERNMENT SAFETY REQUIREMENTS

SOURCES FOR REFERENCE PUBLICATIONS

QUALITY CONTROL

RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

TESTING FOR MECHANICAL AND ELECTRICAL SYSTEMS

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

TEMPORARY ENVIRONMENTAL CONTROLS

PROJECT IDENTIFICATION

CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

CLOSEOUT SUBMITTALS

OPERATION AND MAINTENANCE DATA

RELIABILITY CENTERED ACCEPTANCE FOR MECHANICAL SYSTEMS

01 14 00 01 23 00 01 30 00 01 32 01.00 01 33 00 01 33 29.01 01 33 29.02 01 33 29 01 35 26

01 45 00.00 01 45 00.15 01 45 20.00 01 50 00

01 58 00

01 86 12.07

Contract No.: F41999-11-D-011 Section 00 01 01 Project No.: PTFL 015000, AFBCIF 150015 Page 2 Table of Contents

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEM

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 60 00 FLASHING AND SHEET METAL

07 61 15 ALUMINUM STANDING SEAM ROOFING

07 72 53 ROOF SNOW GUARDS

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 12 16 ALUMINUM FRAMES

08 14 00 WOOD DOORS

08 33 23 OVERHEAD COILING DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 19 ALUMINUM LOUVERS

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 04 21 13.13

MASONRY

NONBEARING MASONRY VENEER/STEEL STUD WALLS

DIVISION 05 - METALS

05 12 00 30 05 00

05 40 00 05 50 13

STRUCTURAL STEEL

METAL DECKING

COLD FORMED METAL FRAMING

MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 06 20 00 06 41 16

ROUGH CARPENTRY

FINISH CARPENTRY

LAMINATE CLAD ARCHITECTURAL CASEWORK

Contract No.: F41999-11-D-011 Section 00 01 01 Project No.: PTFL 015000, AFBCIF 150015 Page 3 Table of Contents

DIVISION 11 - EQUIPMENT

11 05 40 COMMON WORK RESULTS FOR FOOD SERVICE EQUIPMENT

11 06 40.13 FOOD SERVICE EQUIPMENT SCHEDULE

11 66 23 GYMNASIUM EQUIPMENT

11 68 16 PLAY STRUCTURES

11 68 23 EXTERIOR COURT ATHLETIC EQUIPMENT

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 36 00 COUNTERTOPS

DIVISION 13 – SPECIAL CONSTRUCTION

13 48 00 SEISMIC PROTECTION FOR MISC. EQUIPMENT

13 48 00.10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 14 – CONVEYING SYSTEMS

Not Used

DIVISION 09 - FINISHES

09 22 00 09 29 00 09 51 00 09 65 00 09 65 66 09 67 23 09 68 00 09 84 33

90 09 00

SUPPORTS FOR GYPSUM BOARD

GYPSUM BOARD

ACOUSTICAL CEILINGS

RESILIENT FLOORING

RESILIENT ATHLETIC FLOORING

STANDARD RESINOUS FLOORING

CARPETING

SOUND ABSORBING WALL UNITS

PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00 10 14 01 10 14 02 10 21 13 10 26 13 10 28 13 10 44 16 10 51 16

INTERIOR SIGNAGE

EXTERIOR SIGNAGE

TRAFFIC SIGNAGE

TOILET COMPARTMENTS

WALL AND CORNER GUARDS

TOILET ACCESSORIES

FIRE EXTINGUISHERS

WOOD LOCKERS

Section 00 01 01 Joint Base McGuire-Dix--Lakehurst Youth Center Annex Contract No.: F41999-11-D-011 Project No.: PTFL 015000, AFBCIF 150015 Page 4 Table of Contents

VOLUME II

DIVISION 21 - FIRE PROTECTION

21 13 13 FIRE PROTECTION

DIVISION 22 - PLUMBING SYSTEMS

22 00 00 22 07 19

PLUMBING

PLUMBING PIPING INSULATION

DIVISION 23 - HEATING VENTILATION AND AIR CONDITIONING

DIVISION 25 – INTEGRATED

AUTOMATION Not Used

23 00 00 23 01 30 23 03 00 23 05 15 23 05 48 23 05 93 23 07 00 23 08 00 23 09 00

HEATING, VENTILATION AND AIR CONDITIONING

HVAC SYSTEM CLEANING

BASIC MECHANICAL MATERIALS AND METHODS

COMMON PIPING FOR HVAC

VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT

TESTING, ADJUSTING, AND BALANCING FOR HVAC

THERMAL INSULATION FOR MECHANICAL SYSTEMS

COMMISSIONING OF HVAC SYSTEMS

INSTRUMENTAL AND CONTROL FOR HVAC

23 0909 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

23 11 25 23 23 00 23 31 13 23 37 13 23 38 13 23 41 13 23 54 19 23 74 33 23 82 00 23 82 02 23 82 46 23 83 00

BUILDING CONTROL SYSTEMS

FACILITY GAS PIPING

REFRIGERANT PIPING

METAL DUCTS

DIFFUSERS, REGISTERS, AND GRILLS

COMMERCIAL-KITCHEN HOODS

PANEL FILTERS

BUILDING HEATING SYSTEMS, WARM AIR

PACKAGED, OUTDOOR, HEATING AND COOLING MAKEUP AIR-CONDITIONERS

TERMINAL HEATING UNITS

UNITARY HEATING AND COOLING EQUIPMENT

ELECTRIC UNIT HEATERS

ELECTRIC SPACE HEATING EQUIPMENT

Contract No.: F41999-11-D-011 Section 00 01 01 Project No.: PTFL 015000, AFBCIF 150015 Page 5 Table of Contents

DIVISION 26 - ELECTRICAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19 INSULATED WIRE AND CABLE2

26 05 48 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 05 71 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICE

26 08 00 APPARATUS INSPECTION AND TESTING

26 09 23 LIGHTING CONTROL DEVICES

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 16 PANELBOARDS

26 28 01 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 52 00 EMERGENCY LIGHTING

26 53 00 EXIT SIGNS

26 56 00 EXTERIOR LIGHTING

26 56 13 LIGHTING POLES AND STANDARDS

26 56 23 AREA LIGHTING

26 60 13 LOW-VOLTAGE MOTORS

DIVISION 27 – TELECOMMUNICATIONS

27 05 28 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 13 23 COMMUNICATIONS OPTICAL BACKBONE CABLING

27 21 10 FIBER OPTIC DATA TRANSMISSION SYSTEM

27 51 16 RADIO AND PUBLIC ADDRESS SYSTEMS

27 51 23 INTERCOMMUNICATION SYSTEM

27 54 00 COMMUNITY ANTENNA TELEVISION (CATV) SYSTEMS

DIVISION 28 – SECURITY

28 05 26 28 20 01 28 23 23 28 31 02 28 31 13 28 31 49 28 31 76

GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

ELECTRONIC SECURITY SYSTEM

CLOSED CIRCUIT TELEVISION SYSTEMS

FIRE ALARM REPORTING SYSTEMS - DIGITAL COMMUNICATORS

FIRE DETECTION AND ALARM CONTROL, GUI, AND LOGIC SYSTEMS

CARBON MONOXIDE DETECTORS

INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 13 00 TREE PRUNING AND REMOVAL

31 32 11 SOIL SURFACE EROSION CONTROL

Contract No.: F41999-11-D-011 Section 00 01 01 Project No.: PTFL 015000, AFBCIF 150015 Page 6 Table of Contents

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVING

32 12 17 HOT MIX BITUMINOUS PAVING

32 12 33 CHIP-SEAL SURFACE FLEXIBLE PAVING

32 13 13 LANDSCAPE CONCRETE PAVENET

32 16 13 CONCRETE CURBS

32 17 24 PAVEMENT MARKINGS

32 18 16 SYNTHETIC RESILIENT SURFACING

32 18 23 ATHLETIC COURT SURFACING

32 31 13 CHAIN LINK FENCES AND GATES

32 32 23 SEGMENTAL RETAINING WALLS AND STAIRS

32 33 00 SITE FURNISHINGS

32 90 00 PLANTING

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANTIARTY SEWER

33 40 00 STORM DRAINAGE UTILITIES

33 51 15 NATURAL-GAS / LIQUID PETROLEUM GAS DISTRIBUTION

DIVISION 34 – TRANSPORTATION

Not Used

-- END OF PROJECT TABLE OF CONTENTS --

441 Friendship Road Harrisburg, PA 17111

Phone: (717) 236-3006 Fax: (717) 233-0994 www.gtstech.com

Engineers Geologists Surveyors Environmental Consultants

GEO-Technical Services, Inc. d/b/a GTS Technologies, Inc.

July 3, 2014

Revised July 18, 2014

Tetra Tech- Framingham Office

One Grant Street

Framingham, MA 01701

Attention: Mr. Jonathan K. MacDonald, P.E.

Re: Youth Center Annex Facility

Joint Base McGuire-Dix-Lakehurst Air Force Base

Burlington County, New Jersey

GTS Project No. P14008

Dear Mr. MacDonald, This letter report presents the results of subsurface investigations and geotechnical evaluations made for the design of the Youth Center Annex Facility, located at the Joint

Base McGuire-Dix-Lakehurst Air Force Base, Burlington County, New Jersey (Figure 1, Project Location Map). Services performed by GTS Technologies, Inc. (GTS) are consistent with our proposal dated March 20, 2014.

This report addresses recommendations for foundation design for the proposed

Youth Center Annex building. Recommendations for pavement design for the new parking area, truck path, and bus drop area are provided in an attachment at the end of this report.

Investigation

Five (5) test borings were performed for this investigation to determine the nature and competency of the bearing materials. Three (3) borings were performed inside the footprint of the proposed building (Borings B-6, B-8, and B-10). Borings B-1 and B-3 were performed in the pavement areas. Refer to Figure 2 for the Boring Location Plan.

Sano Drilling Inc., of Sewell, New Jersey performed the borings for GTS on June

23, 2014. Standard soil sampling methods (ASTM D-1586) were employed in drilling the test borings. Standard Penetration Tests (SPTs) were performed in the overburden soils to determine the character and consistency of the subsurface materials. In the SPT, a conventional two-inch-diameter split-spoon sampler, driven 24 inches by a 140-pound hammer freely falling 30 inches, is employed. The number of hammer blows (blow counts) for each six inches of penetration is recorded for use in evaluating the load-carrying capabilities of the soil. The “N-value” for each sample interval is computed by summing the blow counts of the second and third intervals of penetration and is measured in blows per foot (bpf). The Typed Boring Logs are included in the report.

Subsurface Conditions

Silty sand and poorly graded sand with varying gravel content was encountered below the topsoil layer in all borings, extending to 23.0 feet Below Existing Site Grades

(BESG). The sand is orangish-brown and medium dense in all borings except B-1, where it is very loose from 2.0 to 4.0 feet BESG. The borings were terminated at 6.0 feet BESG in the pavement areas, and at 21.0 to 23.0 feet BESG in the footprint of the building. No rock was cored at any boring location.

Groundwater was encountered at 14.0 feet BESG in Borings B-6 and B-10, and at

13.5 feet BESG in Boring B-8. Groundwater was not encountered in Borings B-1 and B-3.

Laboratory Testing

Two (2) representative samples of the on-site soil were tested to confirm the field visual classifications. Refer to the following table for the results of the laboratory testing.

The Laboratory Classifications are attached to this report.

SOIL CLASSIFICATION TESTING SUMMARY

Boring No.

Sample Depth

(ft)

Sample No.

Classification

Natural Moisture Content

LL

PI

Gravel

Sand

Silt and Clay

B-1 2.0-6.0 S-1,S-2 Silty SAND (SM, A-2-4(0)) 7.7 NP NP 11.8 75.4 12.8

B-1 1.0-5.0 Bag Silty SAND (SM, A-2-4(0)) N/A NP NP 11.0 54.2 34.8

Recommendations

It is recommended that spread footing foundations be used to support the proposed building. It is also recommended that all primary structural elements, such as columns and load-bearing walls, shall be placed on a minimum of 12 inches of imported, compacted coarse aggregate to provide a uniform bearing surface. The GTS Geotechnical Engineer or his qualified representative shall be contacted to verify the suitability of the subgrade prior to placement of concrete or coarse aggregate materials within the building foundation area.

Based on the 2012 International Building Code (IBC), Table 1806.2, the recent subsurface investigation, and the current laboratory testing, design the spread footings with a maximum foundation pressure of 2,000 pounds per square foot (psf).

Based on footing designs not exceeding the maximum foundation pressures for each building, the total settlements should be less than 1-inch and differential settlements less than ½-inch.

Interior footing grades may be set at nominal depths below the floor slab. Properly place exterior footings a minimum of 30 inches below final grade for frost protection.

Footings separated in grade shall bear at a slope not exceeding 1H:1V between adjacent edges of footing bottoms.

According to the 2012 IBC, the proposed building shall be designed based on

Seismic Site Class D, as defined by 2012 IBC Section 1613.3.2.

Support the floor slabs for the proposed building on subgrades prepared in accordance with this report. Found all interior slabs-on-grade on a minimum of 6 inches of

Dense Graded Aggregate Base Course (DGABC), compacted to a minimum of 95 percent of the maximum dry density as determined by the Modified Proctor Test, ASTM D-1557, within 3 percent of the optimum moisture content. Furthermore, provide a moisture vapor barrier, consisting of a minimum 6-mil polyethylene sheeting, between the bottom of the concrete slab and the top of the granular subbase material. The floor slabs may be designed based on a modulus of subgrade reaction (k) of 100 pci. All construction should comply with the 2012 International Building Code.

The site surface shall be stripped and grubbed of existing vegetation, topsoil, and random fill materials to a minimum depth of two (2) feet BESG and replaced with compacted granular fill material, as required. After stripping and grubbing, proof-rolling shall be performed under the supervision of a qualified representative to verify the suitability of the subgrade soils. Perform proof-rolling with a fully loaded dump truck or with a full-size smooth drum roller. Within the building pad area, special care shall be taken to ensure that loose or soft soils do not exist at the ground surface where new structural fill or subgrade aggregate will be placed. Any unsuitable soils shall be undercut and then grades re-established by backfilling with suitable soils, placed and compacted to a minimum of 95 percent of the maximum dry density as determined by the Standard Proctor

Test, ASTM D-698, within 3 percent of the optimum moisture content. Care shall be taken to control water during construction to minimize ponding, especially near proposed foundations. Exercise caution when proof-rolling adjacent to existing structure or utilities.

General

The evaluations and recommendations presented in this report are based on the information available to GTS at the time of the writing of this report and the on-site surface and subsurface conditions that existed at the time the investigation was performed. A further assumption has been made that the conditions encountered in the limited subsurface investigation program are representative of the subsurface in general. If subsurface conditions are encountered during construction that vary significantly from those reported herein, the Geotechnical Engineer should be contacted immediately so that the impact of any unanticipated conditions can be properly evaluated.

TOPSOIL

Silty SAND (SM, A-2-4(0)), orangish-brown, moist, very loose to medium dense

End of boring at 6.0'

M

M

ADV

S-1

S-2

1.0

6.0

2.0

1.4

1.0'-5.0': Bulk sample collected (2 bags)

A-2-4

SM

GTS - 14008

DRILLING METHODS Cont. SS

SHEET

DATE:

TIME: 0 HR

A A

S H

T O

ENGINEERS FIELD BORING LOG

DATE: 07/01/2014

H 2O

C O

N T

E N

T

O.G. ELEV.

DATE:; DEPTH: DRY

INSPECTOR (SIGNED) E. Weltmer

GTS Technologies, Inc.

DRILLERS NAME/COMPANY S. Parisano/Sano Drilling S

A M

P

LE

N O

T

Y P

E /C

O R

E R

U N

PROJECT NAME Fort Dix Youth Annex

CASING: SIZE: Solid Auger: 3.25" O.D.DEPTH: 5.0'

DEPTH: -

REMARKS

MSR

OFFSET FROM BASELINE

N/A

R E

C O

V E

R Y

(F t.)

DATE:

COUNTY Burlington, New Jersey

R Q

D

LE

N G

T H

F t.)

STATE RT. NO.

EQUIPMENT USED Truck Rig w/ Auto Hammer

SEGMENT

AS-DRILLED: STATION

GWL ELEV.

N/A

R Q

D

R E

C O

V E

R Y

SECT.

START 6/23/14

M:\14000\14008_JOINT BASE - MCGUIRE AFB - FORT DIX - LAKEHURST AFB\CADD\GEOTECHNICAL\LOGS\14008-FORT DIX.GPJ

P O

C K

E T

P E

N T

T

O R

V A

N E

T

S F

WATER:

B

LO

W S

/0 .5

F T

O

N S

A M

P

LE

R

Printed: - 7/1/2014

OF

BORING NO. B-1

TIME: -

OFFSET

END 6/23/14

DESCRIPTION

U S

C S

CHECKED BY: MCM

D E

P T

H

F t.)

2.0

4.0

6.0

Poorly graded SAND (sp, a-3), orangish-brown, moist, medium dense

End of boring at 6.0'

M

M

ADV

S-1

S-2

1.0

6.0

2.0

1.5

1.0'-5.0': Bulk sample collected (2 bags) a-3 sp

GTS - 14008

DRILLING METHODS Cont. SS

SHEET

DATE:

TIME: 0 HR

A A

S H

T O

ENGINEERS FIELD BORING LOG

DATE: 07/01/2014

H 2O

C O

N T

E N

T

O.G. ELEV.

DATE: 6/23/2014; DEPTH: DRY

INSPECTOR (SIGNED) E. Weltmer

GTS Technologies, Inc.

DRILLERS NAME/COMPANY S. Parisano/Sano Drilling S

A M

P

LE

N O

T

Y P

E /C

O R

E R

U N

PROJECT NAME Fort Dix Youth Annex

CASING: SIZE: Solid Auger: 3.25" O.D.DEPTH: 5.0'

DEPTH: -

REMARKS

MSR

OFFSET FROM BASELINE

N/A

R E

C O

V E

R Y

(F t.)

DATE:

COUNTY Burlington, New Jersey

R Q

D

LE

N G

T H

F t.)

STATE RT. NO.

EQUIPMENT USED Truck Rig w/ Auto Hammer

SEGMENT

AS-DRILLED: STATION

GWL ELEV.

R Q

D

R E

C O

V E

R Y

SECT.

START 6/23/14

M:\14000\14008_JOINT BASE - MCGUIRE AFB - FORT DIX - LAKEHURST AFB\CADD\GEOTECHNICAL\LOGS\14008-FORT DIX.GPJ

P O

C K

E T

P E

N T

T

O R

V A

N E

T

S F

WATER:

B

LO

W S

/0 .5

F T

O

N S

A M

P

LE

R

Printed: - 7/1/2014

OF

BORING NO. B-3

TIME: -

OFFSET

END 6/23/14

DESCRIPTION

U S

C S

CHECKED BY: MCM

D E

P T

H

F t.)

2.0

4.0

6.0 orangish-brown and light gray, moist to wet, medium dense, homogeneous

M

M

M

M

M

UNS

S-1

S-2

S-3

S-4

ADV

S-5

ADV

2.0

1.7

1.8

1.3

1.7

1.8 a-3 sp

GTS - 14008

DRILLING METHODS Cont. SS

SHEET

DATE:

TIME: 0 HR

A A

S H

T O

ENGINEERS FIELD BORING LOG

DATE: 07/01/2014

H 2O

C O

N T

E N

T

O.G. ELEV.

DATE: 6/23/2014; DEPTH: 14.0'

INSPECTOR (SIGNED) E. Weltmer

GTS Technologies, Inc.

DRILLERS NAME/COMPANY S. Parisano/Sano Drilling S

A M

P

LE

N O

T

Y P

E /C

O R

E R

U N

PROJECT NAME Fort Dix Youth Annex

CASING: SIZE: HSA: 3.25" I.D. DEPTH: 19.0'

DEPTH: -

REMARKS

MSR

OFFSET FROM BASELINE

N/A

R E

C O

V E

R Y

(F t.)

DATE:

COUNTY Burlington, New Jersey

R Q

D

LE

N G

T H

F t.)

STATE RT. NO.

EQUIPMENT USED Truck Rig w/ Auto Hammer

SEGMENT

AS-DRILLED: STATION

GWL ELEV.

R Q

D

R E

C O

V E

R Y

SECT.

START 6/23/14

M:\14000\14008_JOINT BASE - MCGUIRE AFB - FORT DIX - LAKEHURST AFB\CADD\GEOTECHNICAL\LOGS\14008-FORT DIX.GPJ

P O

C K

E T

P E

N T

T

O R

V A

N E

T

S F

WATER:

B

LO

W S

/0 .5

F T

O

N S

A M

P

LE

R

Printed: - 7/1/2014

OF

BORING NO. B-6

TIME: -

OFFSET

END 6/23/14

DESCRIPTION

U S

C S

CHECKED BY: MCM

D E

P T

H

F t.)

2.0

4.0

6.0

8.0

10.0

14.0

16.0

19.0 orangish-brown and light gray, moist to wet, medium dense, homogeneous

End of boring at 23.0'

M

M

S-6

S-7

23.0

1.6

1.7

S-6: Loose a-3 sp

GTS - 14008

DRILLING METHODS Cont. SS

SHEET

DATE:

TIME: 0 HR

A A

S H

T O

ENGINEERS FIELD BORING LOG

DATE: 07/01/2014

H 2O

C O

N T

E N

T

O.G. ELEV.

DATE: 6/23/2014; DEPTH: 14.0'

INSPECTOR (SIGNED) E. Weltmer

GTS Technologies, Inc.

DRILLERS NAME/COMPANY S. Parisano/Sano Drilling S

A M

P

LE

N O

T

Y P

E /C

O R

E R

U N

PROJECT NAME Fort Dix Youth Annex

CASING: SIZE: HSA: 3.25" I.D. DEPTH: 19.0'

DEPTH: -

REMARKS

MSR

OFFSET FROM BASELINE

N/A

R E

C O

V E

R Y

(F t.)

DATE:

COUNTY Burlington, New Jersey

R Q

D

LE

N G

T H

F t.)

STATE RT. NO.

EQUIPMENT USED Truck Rig w/ Auto Hammer

SEGMENT

AS-DRILLED: STATION

GWL ELEV.

R Q

D

R E

C O

V E

R Y

SECT.

START 6/23/14

M:\14000\14008_JOINT BASE - MCGUIRE AFB - FORT DIX - LAKEHURST AFB\CADD\GEOTECHNICAL\LOGS\14008-FORT DIX.GPJ

P O

C K

E T

P E

N T

T

O R

V A

N E

T

S F

WATER:

B

LO

W S

/0 .5

F T

O

N S

A M

P

LE

R

Printed: - 7/1/2014

OF

BORING NO. B-6

TIME: -

OFFSET

END 6/23/14

DESCRIPTION

U S

C S

CHECKED BY: MCM

D E

P T

H

F t.)

21.0

23.0

Poorly graded SAND with gravel (sp, a-1-b), orangish-brown and white, moist, medium dense to dense, homogeneous

Poorly graded SAND (sp, a-3), orangish-brown and light gray, moist, medium dense, homogeneous

M

M

M

M

M

UNS

S-1

S-2

S-3

S-4

ADV

S-5

ADV

2.0

9.0

1.6

2.0

1.8

1.6

1.5 a-1-b a-3 sp sp

GTS - 14008

DRILLING METHODS Cont. SS

SHEET

DATE:

TIME: 0 HR

A A

S H

T O

ENGINEERS FIELD BORING LOG

DATE: 07/01/2014

H 2O

C O

N T

E N

T

O.G. ELEV.

DATE: 6/23/2014; DEPTH: 13.5'

INSPECTOR (SIGNED) E. Weltmer

GTS Technologies, Inc.

DRILLERS NAME/COMPANY S. Parisano/Sano Drilling S

A M

P

LE

N O

T

Y P

E /C

O R

E R

U N

PROJECT NAME Fort Dix Youth Annex

CASING: SIZE: HSA: 3.25" I.D. DEPTH: 19.0'

DEPTH: -

REMARKS

MSR

OFFSET FROM BASELINE

N/A

R E

C O

V E

R Y

(F t.)

DATE:

COUNTY Burlington, New Jersey

R Q

D

LE

N G

T H

F t.)

STATE RT. NO.

EQUIPMENT USED Truck Rig w/ Auto Hammer

SEGMENT

AS-DRILLED: STATION

GWL ELEV.

R Q

D

R E

C O

V E

R Y

SECT.

START 6/23/14

M:\14000\14008_JOINT BASE - MCGUIRE AFB - FORT DIX - LAKEHURST AFB\CADD\GEOTECHNICAL\LOGS\14008-FORT DIX.GPJ

P O

C K

E T

P E

N T

T

O R

V A

N E

T

S F

WATER:

B

LO

W S

/0 .5

F T

O

N S

A M

P

LE

R

Printed: - 7/1/2014

OF

BORING NO. B-8

TIME: -

OFFSET

END 6/23/14

DESCRIPTION

U S

C S

CHECKED BY: MCM

D E

P T

H

F t.)

2.0

4.0

6.0

8.0

10.0

14.0

End of boring at 21.0'

M-806

S-6

21.0

1.6 a-3 sp

GTS - 14008

DRILLING METHODS Cont. SS

SHEET

DATE:

TIME: 0 HR

A A

S H

T O

ENGINEERS FIELD BORING LOG

DATE: 07/01/2014

H 2O

C O

N T

E N

T

O.G. ELEV.

DATE: 6/23/2014; DEPTH: 13.5'

INSPECTOR (SIGNED) E. Weltmer

GTS Technologies, Inc.

DRILLERS NAME/COMPANY S. Parisano/Sano Drilling S

A M

P

LE

N O

T

Y P

E /C

O R

E R

U N

PROJECT NAME Fort Dix Youth Annex

CASING: SIZE: HSA: 3.25" I.D. DEPTH: 19.0'

DEPTH: -

REMARKS

MSR

OFFSET FROM BASELINE

N/A

R E

C O

V E

R Y

(F t.)

DATE:

COUNTY Burlington, New Jersey

R Q

D

LE

N G

T H

F t.)

STATE RT. NO.

EQUIPMENT USED Truck Rig w/ Auto Hammer

SEGMENT

AS-DRILLED: STATION

GWL ELEV.

R Q

D

R E

C O

V E

R Y

SECT.

START 6/23/14

M:\14000\14008_JOINT BASE - MCGUIRE AFB - FORT DIX - LAKEHURST AFB\CADD\GEOTECHNICAL\LOGS\14008-FORT DIX.GPJ

P O

C K

E T

P E

N T

T

O R

V A

N E

T

S F

WATER:

B

LO

W S

/0 .5

F T

O

N S

A M

P

LE

R

Printed: - 7/1/2014

OF

BORING NO. B-8

TIME: -

OFFSET

END 6/23/14

DESCRIPTION

U S

C S

CHECKED BY: MCM

D E

P T

H

F t.)

orangish-brown and light gray, moist, medium dense to dense, homogeneous

M

M

M

M

UNS

S-1

S-2

S-3

S-4

ADV

S-5

ADV

2.0

20.0

0.0

1.6

1.1

1.7

1.5

S-1: No recovery due to driving a rock; cuttings placed in jar.

a-3 sp

GTS - 14008

DRILLING METHODS Cont. SS

SHEET

DATE:

TIME: 0 HR

A A

S H

T O

ENGINEERS FIELD BORING LOG

DATE: 07/01/2014

H 2O

C O

N T

E N

T

O.G. ELEV.

DATE: 6/23/2014; DEPTH: 14.0'

INSPECTOR (SIGNED) E. Weltmer

GTS Technologies, Inc.

DRILLERS NAME/COMPANY S. Parisano/Sano Drilling S

A M

P

LE

N O

T

Y P

E /C

O R

E R

U N

PROJECT NAME Fort Dix Youth Annex

CASING: SIZE: HSA: 3.25" I.D. DEPTH: 19.0'

DEPTH: -

REMARKS

MSR

OFFSET FROM BASELINE

N/A

R E

C O

V E

R Y

(F t.)

DATE:

COUNTY Burlington, New Jersey

R Q

D

LE

N G

T H

F t.)

STATE RT. NO.

EQUIPMENT USED Truck Rig w/ Auto Hammer

SEGMENT

AS-DRILLED: STATION

GWL ELEV.

R Q

D

R E

C O

V E

R Y

SECT.

START 6/23/14

M:\14000\14008_JOINT BASE - MCGUIRE AFB - FORT DIX - LAKEHURST AFB\CADD\GEOTECHNICAL\LOGS\14008-FORT DIX.GPJ

P O

C K

E T

P E

N T

T

O R

V A

N E

T

S F

WATER:

B

LO

W S

/0 .5

F T

O

N S

A M

P

LE

R

Printed: - 7/1/2014

OF

BORING NO. B-10

TIME: -

OFFSET

END 6/23/14

DESCRIPTION

U S

C S

CHECKED BY: MCM

D E

P T

H

F t.)

2.0

4.0

6.0

8.0

10.0

14.0

End of boring at 21.0'

M-704

S-6 1.4 a-3 sp

GTS - 14008

DRILLING METHODS Cont. SS

SHEET

DATE:

TIME: 0 HR

A A

S H

T O

ENGINEERS FIELD BORING LOG

DATE: 07/01/2014

H 2O

C O

N T

E N

T

O.G. ELEV.

DATE: 6/23/2014; DEPTH: 14.0'

INSPECTOR (SIGNED) E. Weltmer

GTS Technologies, Inc.

DRILLERS NAME/COMPANY S. Parisano/Sano Drilling S

A M

P

LE

N O

T

Y P

E /C

O R

E R

U N

PROJECT NAME Fort Dix Youth Annex

CASING: SIZE: HSA: 3.25" I.D. DEPTH: 19.0'

DEPTH: -

REMARKS

MSR

OFFSET FROM BASELINE

N/A

R E

C O

V E

R Y

(F t.)

DATE:

COUNTY Burlington, New Jersey

R Q

D

LE

N G

T H

F t.)

STATE RT. NO.

EQUIPMENT USED Truck Rig w/ Auto Hammer

SEGMENT

AS-DRILLED: STATION

GWL ELEV.

R Q

D

R E

C O

V E

R Y

SECT.

START 6/23/14

M:\14000\14008_JOINT BASE - MCGUIRE AFB - FORT DIX - LAKEHURST AFB\CADD\GEOTECHNICAL\LOGS\14008-FORT DIX.GPJ

P O

C K

E T

P E

N T

T

O R

V A

N E

T

S F

WATER:

B

LO

W S

/0 .5

F T

O

N S

A M

P

LE

R

Printed: - 7/1/2014

OF

BORING NO. B-10

TIME: -

OFFSET

END 6/23/14

DESCRIPTION

U S

C S

CHECKED BY: MCM

D E

P T

H

F t.)

Project: Fort Dix Youth Annex, NJ

Boring No.: B-1

Station: USCS, AASHTO Symbol: SM, A-2-4 (0)

Offset: LL = NP PL = NP

Sample No.: S-1 to S-2 PI = NP w = 7.71 %

Depth: 2.0 - 6.0 ft Specific Gravity: 2.65 (assumed)

Note: Minimum mass requirement was not met. Mass used for the test = 614.72 grams

Testing Date: 7/1/2014

GTS No. 14008 By: DFS Ckd: MCM

441 Friendship Road . Harrisburg, PA 17111 . Ph: 717/236-3006 . Fax: 717/233-0994 . www.gtstech.com silty SAND

CLASSIFICATION TEST RESULTS

or ASTM D 422, D 4318, D 2487

USCS Soil

Classification:

AASHTO T-88, T-89, T-90, M-145

i n

/2 in

/4

/2

/8

N o

.0 m

0.0010.010.1110100

P e rc e n t

F in e r b y W e ig h t

Grain Size (mm)

Grain Size Distribution Curve

GRAVEL

COARSE FINE

SAND

COARSE FINE

FINES

MEDIUM SILT CLAY

11.82 %

1.82 % 10.00 %

75.38 %

3.48 % 49.07 %

12.80 %

22.83 % 6.56 % 6.24 %

U S

C S

GRAVEL

COARSE MEDIUM FINE

15.30 %

0.00 % 6.65 % 8.65 %

SAND

FINE

COARSE

71.90 %

49.07 % 22.83 %

FINES

SILT CLAY

12.80 %

8.03 % 4.77 %

A A

SH

TO

Project: Fort Dix Youth Annex, NJ Boring No.: B-1 Station: USCS, AASHTO Symbol: SM, A-2-4 (0) Offset: LL = NP PL = NP Sample No.: Bag Sample PI = NP Depth: 1.0 - 5.0 ft Specific Gravity: 2.65 (assumed)

Testing Date: 7/14/2014

GTS No. 14008 By: DFS Ckd: VBS

441 Friendship Road . Harrisburg, PA 17111 . Ph: 717/236-3006 . Fax: 717/233-0994 . www.gtstech.com

CLASSIFICATION TEST RESULTS

or ASTM D 422, D 4318, D 2487

AASHTO T-88, T-89, T-90, M-145

in in

1/ in in 3/ in

1/ in

3/ in

N o.

N o.

N o.

N o.

N o.

N o.

0.

m m

0.

m m

0.

m m

0.0010.010.1110100

Pe rc en t F in er b y

W ei gh t

Grain Size (mm)

Grain Size Distribution Curve

GRAVEL

COARSE FINE

SAND

COARSE FINE

FINES

MEDIUM SILT CLAY

10.97 %

2.37 % 8.60 %

54.23 %

4.37 % 30.60 %

34.80 %

19.26 % -- --

U

SC

S

GRAVEL

COARSE MEDIUM FINE

15.34 %

1.24 % 4.60 % 9.50 %

SAND

FINECOARSE

49.86 %

30.60 %19.26 %

FINES

SILT CLAY

34.80 %

AA

SH

TO

http://www.actengineers.com/

Soil Investigation Report SWM Facility Design at the Proposed Youth Center Fort Dix, NJ

INTRODUCTION

This report documents the findings of a study conducted at the northeast intersection of Maryland Avenue and 8th Street, Fort Dix, NJ (part of Joint Base McGuire-Dix- Lakehurst) to document the properties of the soils and to determine if the soils are appropriate for the construction of a stormwater infiltration basin. The proposed basin is intended to compensate for the additional impervious runoff to be generated by the construction of a proposed building and appurtenant parking facilities/drive aisles.

PROJECT LOCATION

The subject site is located Fort Dix, Burlington County, New Jersey north of 8th Street and approximately 0.06 miles east of the Maryland Avenue and 8th Street intersection (see Exhibit A2), east of building 5202 and west of the baseball field behind building 5226 which area has been identified as the desired location for a stormwater infiltration basin.

PROPOSED SITE DEVELOPMENT

This proposed site improvement anticipates a water quality infiltration basin in the rear of a proposed Youth Center building receiving overland runoff from three sides of the Youth Center building as well as runoff from the proposed Youth Center building and a portion of East Infantry Road via storm pipe. The proposed stormwater management system and proposed infiltration feature design was prepared by Tetra Tech.

EXISTING SITE DEVELOPMENT

The existing site is 250 feet of open, grassed field north of 8th Street and then wooded north of the open grassland. Runoff is conveyed overland from 8th Street to the north where it eventually makes its way to a ditch beyond the wooded area. Underground cable and electric were marked out along the 8th Street frontage. Water service was marked out from 8th Street and running perpendicular to 8th Street to the north along a dirt road on the east side of the proposed site improvements.

SOIL EVALUATION

The classification of the existing soils in the study area as reported in the “Web Soil Survey”, prepared by the Natural Resources Conservation Service U.S. Department of Agriculture (see Exhibit A3) are mapped from this reference as:

Soil Name Hydrologic Soil Group (HSG) Sassafras sandy loam (SacA) B

Inspection of the soils encountered in the study area during the testing resulted in the determination that the onsite soils are a sandy soil.

The approximate locations of the test pits performed on June 20, 2014, have been depicted on the Test Pit Location Plan (Exhibit A1). Soil logs of the excavated profile

Soil Investigation Report SWM Facility Design at the Proposed Youth Center Fort Dix, NJ pits are also provided in Exhibit B. No groundwater or mottling (indicative of Seasonal High Water Table (SHWT)) in the soil was observed in any of the soil logs (Exhibit B).

Test pits were excavated in the proposed stormwater management area to conduct testing to determine the in-situ permeability rate of the soil. Two (2) percolation tests (Exhibit C) were performed in the proposed infiltration basin area at depths of 50 and 58 inches below the existing grade elevation to support the bottom of the infiltration basin’s proposed design elevation.

Results for percolation tests conducted adjacent to soil logs SL-A and SL-C produced K5 permeability class results corresponding to permeability rates greater than 20 inches per hour (Exhibit D). The actual values were 85 and 240 inches per hour, SL-A and SL-C respectively.

The New Jersey Best Management Practices Manual requires a minimum design permeability rate of 0.5 in/hr for infiltration. The design permeability rate is the tested permeability rate divided by a safety factor of 2. Conservatively, it is found that the permeability at this location is at least 20 inches per hour (actual values are 42.5 and 120 inches per hour).

CONCLUSION

The soils are exceptionally well drained, and the K5 (>20 inches per hour) permeability rate results support the proposed infiltration basin as a feasible stormwater management method.

Enclosures:

Exhibit A1 – Test Pit Location Plan

Exhibit A2 – Site Location Plan

Exhibit A3 – NRCS Web Soil Survey

Exhibit B – Soil Log and Interpretation

Exhibit C – Percolation Test Results

Exhibit D – Copy of Soil Permeability/Textural Triangle

Exhibit A2 - Site Location Plan

SITE

BLDG

BLDG

dilkece Typewritten Text dilkece Typewritten Text dilkece Typewritten Text dilkece Typewritten Text dilkece Typewritten Text dilkece Typewritten Text dilkece Typewritten Text dilkece Typewritten Text dilkece Typewritten Text

BLDG

dilkece Typewritten Text

531890 531920 531950 531980 532010 532040 532070 532100 532130 532160 532190 532220

531890 531920 531950 531980 532010 532040 532070 532100 532130 532160 532190 532220

40° 0' 44'' N

7'

5' ' W

40° 0' 44'' N

7'

0' ' W

40° 0' 37'' N

7'

5' ' W

40° 0' 37'' N

7'

0' ' W

N

Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 50 100 200 300

Feet 0 20 40 80 120

Meters Map Scale: 1:1,610 if printed on A landscape (11" x 8.5") sheet.

dilkece Typewritten Text dilkece Typewritten Text Exhibit A3 - NRCS Web Soil Survey dilkece Typewritten Text dilkece Typewritten Text dilkece Typewritten Text dilkece Typewritten Text Map Unit Legend Burlington County, New Jersey (NJ005) SacA Sassafras sandy loam, 0 to 2 percent slopes.

SacC Sassafras sandy loam, 5 to 10 percent slopes.

Percolation Test Data

Perc Test – P1 (Adjacent to SL C)

1. Test Number _____1____ Replicate (Letter) ______ Date Tested 6/20/14

2. Elevation 50” below existing

3. Pre-soak: ____X____ ___X___ Sandy Textured Soil Only, Shortened Pre-soak – Indicate Time Required for 12 Inches of Water to Drain After Second Filling, Minutes – 3.0 min.

____ Four Hour Pre-soak Completed – Indicate Result:

____ Test Hold Drained Within 16 to 24 Hours After Pre-soak

____ Test Hole Did Not Drain Within 24 Hours After Pre-soak

4. Rate of Fall Data:

a. Time Interval Selected, Minutes ___0.5___

b. Record the Drop in Water Level During Each Time Interval to the Nearest 1/10th-Inch On the Lines Below:

Depth of Water, Start of Interval (inches)

Depth of Water, End of Interval (inches)

Drop in Water Level (inches)

1.00’ (12.0”) 0.83’ (10.0”) 0.17’ (2.0”) 1.00’ (12.0”) 0.83’ (10.0”) 0.17’ (2.0”) 1.00’ (12.0”) 0.83’ (10.0”) 0.17’ (2.0”)

5. Percolation Rate:

a. Time, minutes, Required for a Six-inch Drop in Water Level ___1.5___

b. Percolation Rate = a/6 = 1.5/6 = 0.25 min/in = 240 in/hr

EXHIBIT C – PERCOLATION TEST RESULTS

Percolation Test Data

Perc Test – P2 (Adjacent to SL A)

1. Test Number _____1____ Replicate (Letter) ______ Date Tested 6/20/14

2. Elevation 58” below existing

3. Pre-soak: ____X____ ___X___ Sandy Textured Soil Only, Shortened Pre-soak – Indicate Time Required for 12 Inches of Water to Drain After Second Filling, Minutes – 8.5 min.

____ Four Hour Pre-soak Completed – Indicate Result:

____ Test Hold Drained Within 16 to 24 Hours After Pre-soak

____ Test Hole Did Not Drain Within 24 Hours After Pre-soak

4. Rate of Fall Data:

a. Time Interval Selected, Minutes ___1.0___

b. Record the Drop in Water Level During Each Time Interval to the Nearest 1/10th-Inch On the Lines Below:

Depth of Water, Start of Interval (inches)

Depth of Water, End of Interval (inches)

Drop in Water Level (inches)

1.00’ (12.0”) 0.89’ (10.6”) 0.11’ (1.4”) 1.00’ (12.0”) 0.89’ (10.6”) 0.11’ (1.4”) 1.00’ (12.0”) 0.89’ (10.6”) 0.11’ (1.4”)

5. Percolation Rate:

a. Time, minutes, Required for a Six-inch Drop in Water Level ___4.25___

b. Percolation Rate = a/6 = 4.25/6 = 0.71 min/in = 85 in/hr

EXHIBIT C – PERCOLATION TEST RESULTS

EXHIBIT D - SOIL PERMEABILITY / TEXTURAL TRIANGLE

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel ; G, RO

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification. Refer to the APPENDIX - CONTRACTOR SECURITY REQUIREMENTS at the end of this section.

1.2.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel in accordance with ATTACHMENT 2 TO APPENDIX - Contractor Entry Authority List (EAL) Requirements found at the end of this section.

1.2.1.2 Site And Building Security And Vehicle Identification

a. The Contractor shall be responsible for the security of the areas within the contract limits. When the Government takes possession of certain areas, the Contractor shall be responsible for the areas remaining under Contractor control.

b. The Contract must maintain continual base security with personnel security guard and temporary fences. Wherever there are fence disruptions due to the construction of this project, the Contractor shall continually monitor and maintain the fence.

c. The Contractor shall be responsible for furnishing an identification required by JB MDL to each employee in accordance with APPENDIX

CONTRACTOR SECURITY REQUIREMENTS.

d. The Contractor shall be responsible for requiring each employee

SECTION 01 14 00 Page 1 engaged on the work to display such identification as may be approved and directed by the Contracting Officer. All prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon release of any employees. When required by the Contracting Officer, the Contractor shall obtain and submit fingerprints of all persons employed or to be employed on the project.

e. The Contractor and subcontractors shall register all company and private vehicles that will be used in the execution of this contract in accordance with APPENDIX CONTRACTOR SECURITY REQUIREMENTS, Contractor Vehicle Passes for Entry to JB MDL.

f. All vehicles and personnel are subject to search and seizure of contraband and/or unauthorized government property. Contractor vehicles (Contractor-owned and personal), contractor personnel, and their personal property shall be subject ot searches upon entering of leaving the installation. The search and seizure provisions of AR 190-22 shall apply to contractor personnel entering or leaving JB MDL

1.2.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.2.2 Working Hours

Regular working hours must consist of a 10 hour period , between 7 a.m.

and 5 p.m., Monday through Friday, , excluding Government holidays.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.2.4 Occupied Building

The Contractor shall be working in and around an existing elegible historic structure which is occupied. Do not enter the building without prior approval of the Contracting Officer.

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and Government material located in the area during the construction period.

SECTION 01 14 00 Page 2

Youth Center Annex

PROJECT MANUAL APPENDIX

JBMDLYOUTHCENTER

ADDITIONAL DIV 01 SPECS

Leave attached equipment in place, and protect them against damage, or temporarily disconnect, relocate, protect, and reinstall them at the completion of the work.

The Government will remove and relocate other Government property in the areas of the building scheduled to receive work.

1.2.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to four hours. This time limit includes time for deactivation and reactivation.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.2.6 Working Conditions

(1) Open trenches or road restrictions will not be permitted without the approval of the Contracting Officer.

(2) Access ways shall be fully usable.

(3) All cost for conformance with the above stated requirements shall be included with the lump sum contract amount and no claim for extra cost shall be considered.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 14 00 Page 3

SECTION 01 14 00 Page 4

APPENDIX TO 01 14 00

CONTRACTOR SECURITY REQUIREMENTS

SECTION 01 14 00 Page 5

SECTION 01 14 00 Page 6

FOR OFFICIAL USE ONLY

HQ 87 ABW (AMC)

JB MDL, NJ 08641-5002

10 Jun 15

APPENDIX 4 TO ANNEX C TO JB MDL JIDP

CONTRACTOR SECURITY APPENDIX

1. SITUATION. This annex provides the 87th Security Forces Squadron (SFS) appendix to all statements of work for JB MDL.

1.1. Enemy. Refer to Basic Plan.

1.2. Friendly. Refer to Basic Plan.

1.3. Assumptions. Refer to Annex C of this plan.

1.4. Limiting Factors. Not all members listed below will be monitoring the radio.

2. MISSION. To provide Installation entry control procedures for all contractors. The following appendix provides information from Air Force Instruction 31-101, AFMAN 31-113 and local supplements on requirements for entering and conducting business while on Joint Base McGuire-Dix- Lakehurst (JB MDL), New Jersey.

3. EXECUTION

3.1. Contract Award. JB MDL requires all visitors/contractors/vendors to conduct a criminal history background check and Wants/Warrants check prior to being issued an Installation Access Pass/Card.

This check is done at no expense to the contractor and will be accomplished at the Visitor Control Center or Commercial Vehicle Inspection Area. This will be completed prior to any access credential for JB MDL being issued to the contractor personnel.

3.1.1 All personnel requesting an installation visitor pass must complete the JB MDL request for criminal history form at the Visitor Control Center or Commercial Vehicle Inspection facility. Failure to provide all required information may result in access to the installation being denied.

3.1.2 If the contractor requires access to the installation for more than 60 days and up to three years, Visitor Control Center personnel will conduct a QWA Person Inquiry and criminal record check prior to issuing a card. Prior to issuing another Pass/Card another QWA Person Inquiry and criminal record check will be conducted.

3.1.3 If the contractor requires access for less than a 60 day period, a QWA Person Inquiry and criminal history check will be conducted prior to the contractor/vendor being issued an Installation Access Pass. Any subsequent request for entry will require another QWA Person Inquiry and criminal history background check to be accomplished.

3.1.4. The Visitor Control Center will conduct the required background checks, review the results and determine whether personnel will be authorized to enter JB MDL. The Visitor Control Center will forward any derogatory/disqualifying information to 87 SFS/S5R for debarment initiation. If no derogatory/disqualifying information is identified, any printed QWA Person Inquiries or criminal background checks will be destroyed immediately.

3.1.5. The Visitor Control Center will also notify the appropriate Administrative Contracting Office or unit POC of those personnel who are being denied access to the installation due to derogatory information identified in the individual’s criminal background investigation. The disposition date (date the charges were finalized in court) is the date used to determine time frames. The below criminal history findings will automatically disqualify the person in question from being granted access to the installation:

3.1.5.1. There is a reasonable basis to believe based on an individual's criminal or dishonest history, that issuance of an access credential poses an unacceptable risk to the installation/mission.

3.1.5.2. Wanted by Federal or civil law enforcement authorities, regardless of offense or violation.

3.1.5.3. Immigration status is in question or cannot be verified.

3.1.5.4. US Citizenship or Social Security Account Number cannot be verified.

3.1.5.5. There is a reasonable basis to believe the individual has submitted fraudulent information concerning his or her identity.

3.1.5.6. There is a reasonable basis to believe the individual will attempt to gain unauthorized access to classified documents, information protected by the Privacy Act, information that is proprietary in nature, or other sensitive or protected information.

3.1.5.7. There is a reasonable basis to believe the individual will unlawfully or inappropriately use an access credential outside the workplace.

3.1.5.8. Barred from entry/access to any Federal installation or facility.

3.1.5.9. Wanted by federal or civil law enforcement authorities, regardless offense/violation.

3.1.5.10. Any conviction of firearms or explosives violation within the last 10 years.

3.1.5.11. Incarcerated for 12 months or longer within the past three years, regardless of the offense/violation. This can be a single incarceration or several combined which total 12 months.

3.1.5.12. Any conviction of espionage, sabotage, treason, terrorism or murder.

3.1.5.13. The individual is known to be or reasonably suspected of being a terrorist or belongs to an organization with known terrorism links/support.

3.1.5.14. The individual’s name appears on any Federal or State agency’s “watch list” or “hit list" for criminal behavior or terrorist activity.

3.1.5.15. The individual has been convicted of DUI manslaughter or involuntary manslaughter in the past 10 years.

3.1.5.16. The individual has been convicted of sexual assault, armed robbery, rape, child molestation, child pornography, trafficking in humans, drug possession with intent to sell or drug distribution.

3.1.5.17. Any Felony conviction within the last 10 years

3.1.5.18. Any conviction of drug possession, or drug manufacture within the past 5 years, reviewable on a case-by-case basis.

3.1.5.19. There is a reasonable basis to believe, based on the individual's material, intentional false statement, deception, or fraud in connection with Federal or contract employment, that issuance of an access credential poses an unacceptable risk to the installation/mission.

3.1.5.20. There is a reasonable basis to believe, based on the nature or duration of the individual's alcohol abuse without evidence of substantial rehabilitation, that issuance of an access credential poses an unacceptable risk to the installation/mission.

3.1.5.21. There is a reasonable basis to believe, based on the nature or duration of the individual's illegal use of narcotics, drugs, or other controlled substances without evidence of substantial rehabilitation, that issuance of an access credential poses an unacceptable risk to the installation/mission.

3.1.5.22. A statutory or regulatory bar prevents the individual's contract employment; or would prevent Federal employment under circumstances that furnish a reasonable basis to believe that issuance of a access credential poses an unacceptable risk to the installation/mission.

3.1.5.23. The individual has knowingly and willfully engaged in acts or activities designed to overthrow the U.S. Government by force.

3.1.5.24. Any person with a pending court resolution will be denied access for any offense listed above.

The disposition date (defined as the date the charges were finalized in court) is used to determine the d e barment period.

3.1.5.25. Any person with a pending court resolution for an offense not listed above will be issued a pass for two weeks at a time until the case is finalized in court. If the charges are dismissed the person will be considered to have a favorable criminal history.

3.1.6. The contractor will provide an Entry Authority List (EAL) (see attachment 5 for EAL requirements) to the administrative contracting office or installation Point of Contact (POC) (i.e. 87 CONS, US Army Corps of Engineers (USACE), 87 CES, etc.). The contracting office will provide a copy of the initial EAL to the 87 SFS/Visitor Control Center. The contracting office will maintain any required documentation until the contract has been completed or terminated for any reason.

3.1.6.1. The administrative contracting office or installation POC will authenticate and forward the EAL to the 87 SFS Visitor Control Center, NLT 72 hours prior to contract start date.

3.1.6.2. If EALs are not accurate or contain fraudulent information, contractor identification badges

JB MDL, NJ 08641-5002

10 Jun 15

FOR OFFICIAL USE ONLY

will not be issued.

3.1.6.3. Pen and ink changes for deletion purposes may be made to an EAL.

3.1.6.4. Pen and ink additions to an EAL will not be accepted. All additions must be made by initiating a new EAL.

3.1.6.5. The Master EAL will be resubmitted with the additions included. Individual letters for long term employees will not be accepted if the contract exceeds 60 days.

3.1.6.6. The Visitor Control Center will maintain a copy of the documents for 90 days after expiration for future reference.

3.1.6.7. Contractor/vendor Criminal History Record and Background Checks will be valid for a period not to exceed 3 years.

3.1.6.8. At the 3 year mark, the contractor/vendor is required to complete a new check for each individual still employed and working at JB MDL.

3.1.6.9. Background checks older than 3 years will be updated by accomplishing a new JB MDL Criminal History Request Form. Records older than three years on file will be destroyed.

3.1.6.10. Holders of other federal credentials must have a validated need for installation access and will not be granted unlimited or unrestrained access to JB MDL. Therefore, identification credentials/tokens issued by other Federal departments, such as the Transportation Workers Identification Credential (TWIC) [produced in accordance with the Maritime Transportation Security Act of 2002 and Security and Accountability for Every (SAFE) Port Act of 2006] or other Federal credentials, may be used as identity proofing only and the person must be vetted and issued an Installation Access Pass/Card. .

3.1.7. Contractor Visitor Passes for Entry to JB MDL. Contractors and vendors will be issued a computer generated or hand written Visitor Pass, or Defense Biometrics Identification System (DBIDS) card identifying them as a contractor authorized access to JB MDL.

3.1.7.1. A criminal history check will be conducted prior to issuing any pass or card, if a criminal history check has not been completed within the last 3 years.

3.1.7.2. Contractor and vendor visitor passes will be issued at a Visitor Control Center or the Commercial Vehicle Inspection facility for all contractors or vendors who require access to the installation for less than 60 days in a year.

3.1.7.3. Visitor passes will be issued to contractors or vendors who do not access the…