J.1_-_Specifications.pdf

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Rehabilitate Ellis Island Service Bridge and Ellis Island Paving
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140P2018R0004
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STATUE of LIBERTY NM

NEW YORK & NEW JERSEY

MULTI-PMIS PACKAGE INCLUDES:

213901 - REHABILITATION AND REPAIR OF STRUCTURAL

COMPONENTS MISSION CRITICAL ELLIS ISLAND

BRIDGE

224214- REHAB CURRENT PAVED AREAS ON THE NORTH END

OF ELLIS ISLAND (ISLAND 1)

PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

September 14, 2017

TABLE OF CONTENTS

DIVISION 01 SPECIFICATIONS

SUMMARY OF WORK .......................................................................................................................... 01 11 00 CONTRACT MODIFICATION PROCEDURES ................................................................................... 01 26 01 DEFINITION OF CONTRACT LINE ITEMS ....................................................................................... 01 27 00 PROJECT MANAGEMENT AND COORDINATION .......................................................................... 01 31 00 CONSTRUCTION SCHEDULE ............................................................................................................. 01 32 16 PHOTO DOCUMENTATION ................................................................................................................ 01 32 33 SUBMITTAL PROCEDURES ................................................................................................................ 01 33 23 SAFETY REQUIREMENTS ................................................................................................................... 01 35 23 QUALITY REQUIREMENTS ................................................................................................................ 01 40 00 REFERENCES ........................................................................................................................................ 01 42 00 TEMPORARY FACILITIES AND CONTROLS ................................................................................... 01 50 00 NOISE AND ACOUSTICS MANAGEMENT ....................................................................................... 01 57 19 TEMPORARY STORM WATER POLLUTION PREVENTION .......................................................... 01 57 23 PRODUCT REQUIREMENTS ............................................................................................................... 01 67 00 EXECUTION ........................................................................................................................................... 01 73 40 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL ........................................................ 01 74 19 CLOSEOUT PROCEDURES .................................................................................................................. 01 77 00 OPERATION AND MAINTENANCE DATA ....................................................................................... 01 78 23

DIVISION 02 – EXISTING CONDITIONS

SELECTIVE DEMOLITION ................................................................................................................. 02 41 19

DIVISION 03 - CONCRETE

CAST-IN-PLACE CONCRETE ............................................................................................................. 03 30 00

DIVISION 13 SPECIFICATIONS

DECK SYSTEM ...................................................................................................................................... 13 00 20 WALKWAY DECKING SYSTEM ........................................................................................................ 13 00 25 REPLACE TIMBER CURBS .................................................................................................................. 13 00 30 REPLACE DECK JOINTS ...................................................................................................................... 13 00 31 STRUCTURAL STEEL REPAIR ........................................................................................................... 13 00 50 RAPID SET LATEX MODIFIED CONCRETE ..................................................................................... 13 00 51 REPLACE LATERAL BRACING .......................................................................................................... 13 00 55 CLEAN AND PAINT STRUCTURAL STEEL ...................................................................................... 13 00 60 INSTALL FIBERGLASS JACKET ........................................................................................................ 13 00 70 RESET PINS AND REPLACE COTTER PINS ..................................................................................... 13 00 80 REPLACE BEARING DUST COVERS ................................................................................................. 13 01 00

TABLE OF CONTENTS

TRAFFIC SIGNAL REMOVAL ............................................................................................................. 13 01 10 BRIDGE LIGHTING SYSTEM MODIFICATION ................................................................................ 13 01 30

DIVISION 26 -- ELECTRICAL

COMMON WORK RESULTS FOR ELECTRICAL.............................................................................. 26 05 00 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES ...................................... 26 05 19 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS ....................................................... 26 05 26 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS .............................................................. 26 05 33 UNDERGROUND DUCTS AND RACEWAYS ................................................................................... 26 05 43 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING .................... 26 05 44 IDENTIFICATION FOR ELECTRICAL SYSTEMS............................................................................. 26 05 53 LIGHTING CONTROL DEVICES ......................................................................................................... 26 09 23 PANELBOARDS .................................................................................................................................... 26 24 16 WIRING DEVICES ................................................................................................................................. 26 27 26

DIVISION 31 - EARTHWORK

SITE CLEARING ................................................................................................................................... 31 10 00 EARTH MOVING .................................................................................................................................. 31 20 00 SOIL STABILIZATION ......................................................................................................................... 31 32 00

DIVISION 32 – EXTERIOR IMPROVEMENTS

ASPHALT PAVING .............................................................................................................................. 32 12 16 PAVEMENT MARKINGS .................................................................................................................... 32 17 23 CHAIN LINK FENCE ........................................................................................................................... 32 32 13 SEGMENTAL RETAINING WALLS ................................................................................................... 32 32 23

DIVISION 33 - UTILITIES

EXCAVATING BACKFILLING AND COMPACTING FOR UTILITIES ......................................... 33 05 10 STORM UTILITY DRAINAGE PIPING .............................................................................................. 33 41 00

STLI – 213901/224214 01 11 00 - 1

091015 SUMMARY OF WORK

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Work phases.

3. Work under other contracts.

4. Contractor use of premises.

5. Public use of site.

6. Work Restrictions.

7. Special Construction Requirements.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Statue of Liberty Ellis Island National Monument, bridge between Liberty State Park and Ellis Island, Paved area at the northwest corner of Ellis Island and the gravel parking areas on the western portion of Ellis Island. Work occurring in New York, New York is covered under the NY Davis-Bacon Wage Rate determination and work occurring in New Jersey, Hudson County is covered under the NJ Davis-Bacon Wage Rate determination. See Appendix A for a map delineating the state boundary between NY and NJ on Ellis Island.

B. The Work consists of the following:

1. The Work includes rehabilitation of the vehicle and pedestrian bridge connecting Ellis Island to New Jersey. The bridge is a pre-fabricated steel bridge approximately 30 years old. Structural and electrical work is included.

2. Rehabilitation of the paved areas and site around the Power House with options to regrade, treat and stripe the gravel parking area and repave the approach drive to the bridge on the Ellis Island side.

C. Project will be constructed under a single prime contract.

1.3 GOVERNMENT FURNISHED MATERIALS

A. CCA Piles for use in north guard rail construction.

1.4 CONTRACTOR USE OF SITE

A. General: Contractor shall have limited use of the site for construction operations. Limit use of premises to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

STLI – 213901/224214 01 11 00 - 2

1. Limits: Confine constructions operations to the bridge, and areas on adjacent land as indicated.

B. Storage of Materials: Confine storage of materials to staging areas indicated

C. Parking on Ellis/Liberty State Park.

1. Contractor and its subcontractors are responsible to shuttle workers to Ellis Island.

a. Limited parking will be made available for Contractor’s management staff, deliveries and loading.

b. A maximum of five (5) parking placards will be issued to the Contractor for use during this project for parking in designated parking spaces. Any project vehicle not displaying an issued placard is subject to ticketing or tow. Additional placards may be authorized by the Contracting Officer’s Representative provided an evaluation of available space and project need deem them appropriate. The contractor is free to manage parking for itself and subcontractors within the designated staging and laydown area. During paving and grading operations the Contractor will need to coordinate swing space for parking or alternate off-site parking needed to accommodate parking. Any contractor vehicles that park in Liberty State Park must use the metered day lot off of Audrey Zapp Drive, located west of the Railroad Terminal building. Liberty State Park may allow parking in other locations if the Contractor coordinates with Liberty State Park management and pays the required permit fees. The National Park Service will not be liable for any fines if vehicle owners are ticketed or towed for illegal parking in Liberty State Park.

D. Preservation of Natural Features:

1. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.

2. Provide temporary barriers to protect existing trees and plants and root zones.

3. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with Contracting Officer and remove agreed-on roots and branches that interfere with construction.

4. Do not fasten ropes, cables, or guys to existing trees.

5. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.

E. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

1. Full shutdown of the bridge must be scheduled in advance with the Contracting Officer two weeks in advance. At least one lane must be operational at all times during Park operation hours, 7:00 am – 5:00 pm during winter hours and 7:00 am – 7:00pm during extended summer hours.

2. Schedule deliveries to minimize use of driveways and entrances.

3. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

STLI – 213901/224214 01 11 00 - 3

4. Schedule/phase all paving and optional grading to minimize the impact to on island parking and access.

F. Construction Camp: Establishment of a camp within the park will not be permitted.

G. Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials. Load restrictions on park roads are identical to the state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.

1.5 PUBLIC USE OF SITE

A. Contractor shall at all times conduct his operations to ensure the least inconvenience to the public.

Road closures will be permitted, when required, upon specific approval of Contracting Officer for a maximum of six hours.

B. Questions from Press, Interested Parties and Public Relations

1. Any questions raised by the general public or reporters to Contractor regarding the project, or the Park, should be deferred to the NPS. The Contractor should not answer any questions; rather they should provide the name and number of the Chief of Professional Services, Robert Parrish. (646)-356-2172 robert_parrish@nps.gov

1.6 OCCUPANCY REQUIREMENTS FOR BUILDINGS

A. Existing Buildings

1. Full Government Occupancy: Government will occupy buildings that will be under construction during the entire contract period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government's day-to-day operations. Maintain existing exits, unless otherwise indicated.

a. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the CO.

b. Maintain existing building in a weather tight condition throughout construction period. Repair damage caused by construction operations. Protect building and its occupants during construction period.

1.7 CONDUCT OF OPERATIONS

A. At all times the contractor shall conduct his operations in conformance with the rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by the Park Superintendent.

STLI – 213901/224214 01 11 00 - 4

B. Work on Saturdays, Sundays, Federal holidays or at night may not be performed without prior consent from the Contracting Officer. Submit requests 72 hours in advance of the work to the Contracting Officer for approval.

C. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.

1.8 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of 7 a.m. to 5 p.m., seven days a week, except when otherwise indicated.

1. Holiday Hours: The Park is closed Christmas day. All other Federal holidays are available for the contractor to schedule work as a normal work day with no additional cost to the Government and with 7 day’s notice.

2. Evening/Overnight Hours: The contractor may schedule evening and overnight work in order to meet the restrictions/accommodations needed to maintain park visitor operations.

B. Existing Utilities

1. Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation.

2. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.

3. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made in accordance with the Changes clause of the contract.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Contracting Officer not less than five days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Contracting Officer’s written permission.

3. Hours for Utility Shutdowns: To be established by the Contracting Officer during the Preconstruction Conference.

D. Nonsmoking Building: Smoking is not permitted within the construction fence or within 25 feet of entrances, operable windows, or outdoor air intakes.

1.9 SPECIAL CONSTRUCTION REQUIREMENTS

A. Project Website: A project website administered by the NPS will be used for purposes of managing communication and documents during the construction stage.

1. See Section 01 31 00 “Project Management and Coordination” for requirements on using the Project Website.

STLI – 213901/224214 01 11 00 - 5

B. Identification Cards and Background Checks

1. See attached “Guidelines for Park Access & Credentialing” dated 5/13/15

1.10 SOILS INVESTIGATION REPORT

A. November 18, 2015 Analysis Report compiled by Phoenix Environmental Laboratories (Appendix A of this specification)

1.11 ADDITIONAL REPORTS

A. NONE.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

This map is a user generated static output from an Internet mapping site and is for reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable.Denver Service Center -- WWW.NPS.GOV/DSC

0.1

THIS MAP IS NOT TO BE USED FOR NAVIGATION

Miles0.10 0.07

Notes

Legend

Statue of Liberty National Monument and Ellis Island National Park Service

Park Boundary (unofficial)

State of New York

FOR DAVIS-BACON WAGE RATE

DETERMINATION USE THE

BOUNDARY SHOWN AS THE

DELINEATION OF WORK

OCCURING IN NEW YORK, NEW

YORK (YELLOW AREA) OR

OCCURING IN NEW JERSEY,

HUDSON COUNTY (BALANCE

OF ELLIS ISLAND)

RParrish Polygonal Line

RParrish Polygonal Line

May 13, 2015

Memorandum

To: All Contractors, Subcontractors, Concessionaires & Partners of the National Park Service

From: Captain Raymond Closs Liberty District Commander, United States Park Police

Subject: Guidelines for Park Access and Credentialing

The Statue of Liberty National Monument and Ellis Island Immigration Museum are American Icons of freedom, recognizable around the world. The United States Park Police provide law enforcement and security services at this National Park Service site. Access to this site is restricted and regulated by our “Guidelines for Park Access & Credentialing” plan. This comprehensive plan is designed to enhance security operations at the park. Your cooperation and adherence to these guidelines is required and appreciated.

Attachments (1) Guidelines for Park Access & Credentialing (revised 05/13/15)

United States Department of the Interior

NATIONAL PARK SERVICE

UNITED STATES PARK POLICE

New York Field Office Statue of Liberty National Monument

Liberty Island New York, New York 10004

IN REPLY REFER TO:

Revised 5/13/15

Statue of Liberty N.M. & Ellis Island Guidelines for Park Access & Credentialing

The following rules and procedures shall guide all Contractors, Subcontractors, Concessionaires and Partners of the National Park Service through the process of obtaining a Park ID for authorized access to the Park.

Park Identification Cards

A completed U.S. Park Police Identification Card Application & Background Check Request Form (attached) must be submitted to the U.S. Park Police (USPP) at least (2) weeks in advance of the employment or work start date. All ID applications shall be submitted to Mr Douglas Osoba , U.S.

Park Police Administrative Support. The Administrative Support‟s desk is located inside the Ellis Island Police Office (EPO); see attached map. Direct contact: douglas_osoba@nps.gov Phone:

646-356-2121.

All criminal history must be included on the form. Although the main concern of the USPP is serious criminal activity, and/or appearance on terrorist watch lists, omission of minor criminal incidents is a credibility issue which will delay approval and may be cause for denial. Intentionally providing false information in any way will result in denial of the application.

Once the application is approved you will be required to arrange an appointment with Kathy to have your photograph taken and ID card issued. You must come in person to EPO for this appointment.

Digital photographs will not be accepted via email.

ID cards will be valid for the anticipated term of the project or for a (1) year period for concessioners and long term contractors.

A replacement ID card will not be issued unless the expired or damaged card is returned. If the ID card is lost or stolen a report must be immediately filed with the U.S Park Police. The USPP case number must be provided to the U.S. Park Police Administrative Secretary prior to issuance of the replacement card.

Short-term contractors & sub-contractors (requiring access for up to 7 calendar days) do not require a Park ID, but will need to be placed on a list to obtain a day-pass at the service entrance. This can be accomplished by requesting access for non-NPS credentialed contractors or visitors through your NPS Project Manager or designated NPS point of contact. These requests will be routed to Ms.

Jennifer Getter, Confidential Assistant to the Superintendent, who will have the requests approved and added to the access list. Direct contact: Jennifer_Getter@nps.gov Phone: 646-356-2102.

The day-pass program is designed to allow access to visitors and/or contractors who will be on site for a very brief period. If we identify that you are attempting to utilize the day-pass program for a period beyond (7) calendar days you will be removed from the list and prohibited from entering the park.

mailto:Kathryn_Tufaro@nps.gov mailto:Jennifer_Getter@nps.gov

Be prepared to present your Park ID/day-pass to a USPP Officer or National Park Service (NPS) employee if you are in an area closed to the general public. Generally, the ID/day pass should be worn on an outer garment and kept readily visible at all times. You will also be required to present a Federal or State issued photo ID at the service entrance during the check-in & screening process.

Violations of this policy will be documented and relayed to your NPS point of contact.

Truck Deliveries & Access

Deliveries via Post IV can be arranged (7) days a week, between the hours of 0700 to 1400.

(48) hours advance notice is required.

Vehicles attempting to enter the Park through Post IV in Liberty State Park must be placed on the access log by your NPS point of contact. All concessionaires/project managers will have a designated person who will act as a single point of contact with the NPS. This individual will be responsible for properly completing the Post IV & MIO access request forms (attached) and providing these forms to the Confidential Assistant to the Superintendent prior to 1400 hours each day. The list for Monday will be submitted Friday afternoon along with any requests for weekend access.

All trucks must be equipped with a lift gate for canine access. The center isle of the truck must be left open to allow for a walkthrough. Delivery trucks cannot be overloaded, or the driver will be required to empty out the truck‟s contents at Post IV for canine inspection. Some deliveries may not be easily screened (soil or cement for example) and an officer may need to be present when off loaded.

The driver‟s name, company name and receiving company or NPS point of contact must be provided.

Driver and all delivery personnel must carry a valid photo ID. The driver must have a bill of lading.

The time of delivery must be provided.

Armored vehicles must be on the Post IV access list. When an armored vehicle arrives at Post IV the driver must stop the vehicle and make contact with the USPP Officer. The driver must provide valid photo identification and open the back of the vehicle for a visual only inspection. At no time will the driver be asked to leave the vehicle unattended. Barring any exigent circumstance, a USPP Officer or canine team will not enter the armored vehicle.

There may be random inspections of departing motor vehicles & vessels.

All persons and bags are subject to search and canine inspection when entering or departing the park and at all times while on-site.

Unscheduled or late deliveries (whether by boat or Post IV bridge) will be denied access and turned away by USPP.

Barge Deliveries & Access

All barges & vessels will be screened by a USPP Canine Team prior to entering the maritime security zones or arriving at Liberty or Ellis Island. Be advised that unauthorized entry into the USCG security zones around the islands is a violation of law and punishable by appropriate law enforcement action including summons issuance and/or arrest. At no time should a vessel enter the security zone without permission. (See attached security zone map)

Emergency requests may be made by calling the 24 Hour USPP Dispatch Center at 212.363.3260.

Deliveries by water, with a qualified need to go directly to Liberty or Ellis Island, must be arranged at least (48) hours in advance and are by strict appointment only.

Canine Sweep requests for off-site locations such as Miller‟s Launch require dedicated personnel and will be considered on a case by case basis. Additional canine teams may be required to accommodate these requests. The NPS/USPP will provide a cost estimate to the contractor for services outside 0600-1400 or at locations other than Post IV (NJ), Liberty State Park (NJ), or Battery Park (NY) where canine teams are typically assigned. The contractor will be responsible for reimbursement of all expenses related to these special request sweeps. A minimum of (48) hours advance notice is required and a weekly summary of scheduled deliveries is preferred.

In rare cases USPP may be able to accommodate waterside screening at buoy 35 in NY harbor. This is risky and heavily dependent on weather conditions and other factors. These requests will be considered on a case by case basis and, if approved, will be by strict appointment only.

Canine sweeps for waterside deliveries may be conducted at a pre-arranged local boat ramp or marina such as Liberty Landing Marina (NJ), or Miller‟s Launch in Staten Island (NY). After the sweep is completed the vessel will either be escorted by The U.S. Park Police Marine Patrol Unit (MPU) or be monitored on CCTV while entering the security zone. In some cases a USPP Officer may remain present on the barge while it is in transit to Liberty Island.

Prohibited Items

All firearms (even if licensed in a State) Air Guns, BB/Pellet guns & all ammunition Knives, machetes, and all bladed instruments All weapons including items that can be considered or used as weapons Self-defense items including stun guns and pepper spray/mace Bats, clubs and all striking instruments, including brass knuckles Flammable liquids, dangerous chemicals and aerosols are prohibited Alcohol and all narcotics/drugs are prohibited ALL Explosives including fireworks

*****You may be permitted to possess tools and other equipment specifically required for the project with the explicit consent of your NPS point of contact, who will be responsible for providing this information to the USPP*****

Restricted Areas

Contractors and subcontractors are only authorized to be on-site in a designated work zone.

Individuals may not enter closed or restricted areas, or take park property as souvenirs. The vast majority of buildings and other park resources are historic in nature and therefore protected by ARPA

(Archeological Resource Protection Act). This Federal Law protects the resources against theft, destruction and vandalism. ARPA imposes severe penalties for these types of violations.

Parking

Parking on Ellis Island is limited and restricted.

The Confidential Assistant to the Superintendent may issue a limited number of parking placards; so car-pooling may be necessary.

The placards will allow parking in specifically designated areas. You are only authorized to park in the area reflected on your parking pass. Violators of this policy will be issued summonses and may be towed at the owner‟s expense. Parking in unauthorized areas is prohibited.

(See attached parking map)

If an assigned parking placard is lost or stolen, a report must be immediately filed with the USPP.

Important Contact Numbers

Liberty Island/Ellis Island Dispatch & Command Center Phone: 646-356-2205

U.S. Park Police 24-hour Dispatch & Command Center Phone: 718-338-3988

Doug Osoba - U.S. Park Police Administrative Support douglas_osoba@nps.gov / Phone: 646-356-2121

Jennifer Getter - Confidential Assistant to the Superintendent Jennifer_Getter@nps.gov / Phone: 646-356-2102 mailto:Kathryn_Tufaro@nps.gov mailto:Jennifer_Getter@nps.gov

Directions to the Ellis Island Bridge & Post IV Security Checkpoint

1) (a) Depending on your starting location, drive north or south on the New Jersey Turnpike to the

Turnpike Newark Bay Extension (Exits 14 A-B-C) and head east on the Extension toward the Holland Tunnel.

(b) If you are coming west, through the Holland Tunnel to New Jersey, keep to the right for several blocks after you exit the tunnel in Jersey City. You will eventually come to signs directing you to the New Jersey Turnpike. Take this Turnpike road and pass through the first tollbooths then follow the instructions beginning with # 2 below.

2) Leave the Extension at Exit 14 B, bearing to the left immediately after passing through the tolls.

DO NOT drive over the bridge to your right!

3) Follow the signs to the Statue of Liberty/Ellis Island Ferry. You will quickly come upon a traffic circle where you will bear to the RIGHT, going past the circle and heading down Morris Pesin Drive, which is lined with flags. You will reach a barrier somewhat further along that road at which point you should turn left onto Freedom Way.

4) Follow Freedom Way about 9/10th of a mile at which point you will see an asphalt drive turning off on your right with a sign saying “Ellis Island Deliveries / Authorized Vehicles Only,” with concrete barriers & a Police checkpoint further down in the direction of the island.

5) You should turn right and drive carefully & slowly along this road, because there are sometimes bicyclists, joggers, and pedestrians crossing the road. You must yield to pedestrians.

6) When you reach the guardhouse you must stop for inspection by the United States Park Police. The officer will ask you to present a photo ID and to raise the hood of your vehicle and also to look in your vehicle trunk. The private security guard at the guardhouse will check a list for your name, which has been placed there in anticipation of your arrival. He or she will ask you to fill out a temporary ID tag form to place on your clothes and may provide you with a temporary parking tag for your car.

DIRECTIONS TO THE USPP OFFICE (EPO) ON ELLIS ISLAND

The U.S. Park Police (USPP) Office is located on the second floor of the Power House Building

(Marked by yellow „X‟)

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United States Park Police Liberty District

Identification Card Application & Background Check Request

Check Appropriate Block:

RENEWAL APPLICATION ☐

INITIAL APPLICATION ☐

(1) NAME Last First Middle

(2) SOCIAL SECURITY NUMBER

(3) SEX RACE HEIGHT WEIGHT HAIR EYES

(4) DISTINGUISHING PHYSICAL CHARACTERISTICS (Scars, Marks, Tattoos, Amputations)

(5) CURRENT RESIDENCE ADDRESS Number & Street City State Zip

(6) HOME TELEPHONE

(7) MOBILE TELEPHONE

(8) DATE OF BIRTH

(9) AGE (10) PLACE OF BIRTH (City, State, Country) (11) ARE YOU A

UNITED STATES

CITIZEN?

YES

NO

(12) DRIVER’S LICENSE NUMBER

(13) DRIVER’S LIC. STATE (14) DRIVER’S LIC. EXP. DATE (15) NPS FEDERAL GOVT. EMPLOYEE STATUS (IF APPLICABLE)

☐ PERM ☐ TERM ☐ SEASONAL

(16) FATHER’S NAME Last First Middle

(17) MOTHER’S MAIDEN NAME Last First Middle

(18) PREVIOUS RESIDENCE ADDRESS Number & Street City State Zip

(19) NICKNAMES &/OR ALIAS (Also Known As)

(20) JOB DESCRIPTION

(21) EMAIL ADDRESS

(22) NAME OF EMPLOYER ON LIBERTY ISLAND OR ELLIS ISLAND

(23) IMMEDIATE SUPERVISOR’S NAME & TITLE

(24) IMMEDIATE SUPERVISOR’S TELEPHONE

(25) Do you currently possess an Alien Green Card? Alien Card Number (If Applicable)

YES

(26) Have you ever been dismissed or terminated from any job? If your answer is YES, please explain in detail on the reverse side of this form.

(27) Have you ever been placed under arrest or charged with any criminal offense?

If your answer is YES, please explain in detail on the reverse side of this form.

(28) Have you ever served in the United States Military? Branch of Service (If Applicable)

(29) Are you dependent upon the use of narcotic(s) or other controlled dangerous substance(s)?

If your answer is YES, list within this box:

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(32) _____________________________________________________

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EVERY SECTION #1-32 MUST BE COMPLETED OR THIS APPLICATION WILL BE RETURNED

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6-

Sample Information Custody Information

Matrix:

Location Code:

Rush Request:

P.O.#:

Collected by:

Received by:

Analyzed by:

SOIL

IMPACT

72 Hour

11/12/15

LB

see "By" below

Laboratory Data

COMP 1

Phoenix ID: BK22995

11/13/15

11:40

16:52

Parameter Result

RL/

PQL Units Date/Time By Reference

FOR: Attn: Mr. Jeff Bogoian Impact Environmental 170 Keyland Court Bohemia NY 11716

Analysis Report November 18, 2015

Date Time

587 East Middle Turnpike, P.O.Box 370, Manchester, CT 06045 Tel. (860) 645-1102 Fax (860) 645-0823

Environmental Laboratories, Inc.

SDG ID: GBK22995

Client ID:

Project ID: 9227

LOD/

MDL Dilution

< 0.38Silver 0.38 11/16/15 LK SW6010Cmg/Kg0.38 1

5540Aluminum 57 11/16/15 LK SW6010Cmg/Kg7.6 10

11.8Arsenic 0.8 11/16/15 LK SW6010Cmg/Kg0.76 1

94.3Barium 0.38 11/16/15 LK SW6010Cmg/Kg0.38 1

0.35Beryllium 0.30 11/16/15 LK SW6010Cmg/Kg0.15 1

5320Calcium 5.7 11/16/15 LK SW6010Cmg/Kg3.5 1

0.53Cadmium 0.38 11/16/15 LK SW6010Cmg/Kg0.15 1

6.76Cobalt 0.38 11/16/15 LK SW6010Cmg/Kg0.38 1

13.6Chromium 0.38 11/16/15 LK SW6010Cmg/Kg0.38 1

78.9Copper 0.38 11/16/15 LK SW6010Cmg/kg0.38 1

17300Iron 57 11/16/15 LK SW6010Cmg/Kg38 10

0.89Mercury 0.03 11/16/15 RS SW7471Bmg/Kg0.02 1

1390Potassium 5.7 11/16/15 LK SW6010Cmg/Kg2.9 1

3670Magnesium 5.7 11/16/15 LK SW6010Cmg/Kg3.8 1

286Manganese 3.8 11/16/15 LK SW6010Cmg/Kg3.8 10

857Sodium 5.7 11/16/15 LK SW6010Cmg/Kg3.3 1

24.3Nickel 0.38 11/16/15 LK SW6010Cmg/Kg0.38 1

414Lead 3.8 11/16/15 LK SW6010Cmg/Kg3.8 10

< 3.8Antimony 3.8 11/16/15 LK SW6010Cmg/Kg1.9 1

< 1.5Selenium 1.5 11/16/15 LK SW6010Cmg/Kg1.3 1

< 3.4Thallium 3.4 11/16/15 LK SW6010Cmg/Kg1.5 1

13.6Trivalent Chromium 0.50 11/17/15 KDB Calculationmg/kg 1

54.1Vanadium 0.38 11/16/15 LK SW6010Cmg/Kg0.38 1

238Zinc 3.8 11/16/15 LK SW6010Cmg/Kg3.8 10

87Percent Solid 11/13/15 W SW846-%Solid%

< 0.46Chromium, Hexavalent 0.46 11/17/15 KDB SW7196Amg/Kg0.46 1

8.80pH - Soil 0.10 11/13/15 19:00 DH/KDB SW9045pH Units 11

460Redox Potential 1.0 11/13/15 DH/KDB SM2580B-09mV 11

Page 1 of 8 Ver 1

COMP 1

Phoenix I.D.: BK22995 Client ID:

9227Project ID:

Parameter Result

RL/

PQL Units Date/Time By Reference

LOD/

MDL Dilution

11.0Total Cyanide (SW9010C Distill.) 0.52 11/16/15 O/GD SW9012Bmg/Kg0.26 1

CompletedSoil Extraction for PCB 11/17/15 JJ SW3545A

CompletedSoil Extraction for Pesticide 11/13/15 JJ/V SW3545A

CompletedSoil Extraction for SVOA 11/13/15 JJ/CKV SW3545A

CompletedMercury Digestion 11/16/15 W/W SW7471B

CompletedSoil Extraction for Herbicide 11/13/15 B/K SW8151A

CompletedTotal Metals Digest 11/13/15 G/AG SW3050B

Chlorinated Herbicides ND2,4,5-T 47 11/16/15 BB SW8151Aug/Kg47 10

ND2,4,5-TP (Silvex) 47 11/16/15 BB SW8151Aug/Kg47 10

ND2,4-D 47 11/16/15 BB SW8151Aug/Kg47 10

ND2,4-DB 470 11/16/15 BB SW8151Aug/Kg470 10

NDDalapon 47 11/16/15 BB SW8151Aug/Kg47 10

NDDicamba 94 11/16/15 BB SW8151Aug/Kg94 10

NDDichloroprop 47 11/16/15 BB SW8151Aug/Kg47 10

NDDinoseb 94 11/16/15 BB SW8151Aug/Kg94 10

QA/QC Surrogates

90% DCAA 11/16/15 BB 30 - 150 %% 10

Polychlorinated Biphenyls NDPCB-1016 75 11/14/15 AW SW8082Aug/Kg75 2

NDPCB-1221 75 11/14/15 AW SW8082Aug/Kg75 2

NDPCB-1232 75 11/14/15 AW SW8082Aug/Kg75 2

NDPCB-1242 75 11/14/15 AW SW8082Aug/Kg75 2

NDPCB-1248 75 11/14/15 AW SW8082Aug/Kg75 2

NDPCB-1254 75 11/14/15 AW SW8082Aug/Kg75 2

NDPCB-1260 75 11/14/15 AW SW8082Aug/Kg75 2

NDPCB-1262 75 11/14/15 AW SW8082Aug/Kg75 2

NDPCB-1268 75 11/14/15 AW SW8082Aug/Kg75 2

QA/QC Surrogates

90% DCBP 11/14/15 AW 30 - 150 %% 2

83% TCMX 11/14/15 AW 30 - 150 %% 2

Pesticides - Soil ND4,4' -DDD 11 11/18/15 CE SW8081Bug/Kg11 10

ND4,4' -DDE 11 11/18/15 CE SW8081Bug/Kg11 10

584,4' -DDT 11 11/18/15 CE SW8081Bug/Kg11 10

NDa-BHC 19 11/18/15 CE SW8081Bug/Kg19 10

NDa-Chlordane 19 11/18/15 CE SW8081Bug/Kg19 10

NDAldrin 5.7 11/18/15 CE SW8081Bug/Kg5.7 10

NDb-BHC 19 11/18/15 CE SW8081Bug/Kg19 10

NDChlordane 190 11/18/15 CE SW8081Bug/Kg190 10

NDd-BHC 38 11/18/15 CE SW8081Bug/Kg38 10

NDDieldrin 5.7 11/18/15 CE SW8081Bug/Kg5.7 10

NDEndosulfan I 38 11/18/15 CE SW8081Bug/Kg38 10

NDEndosulfan II 38 11/18/15 CE SW8081Bug/Kg38 10

NDEndosulfan sulfate 38 11/18/15 CE SW8081Bug/Kg38 10

NDEndrin 19 11/18/15 CE SW8081Bug/Kg19 10

NDEndrin aldehyde 38 11/18/15 CE SW8081Bug/Kg38 10

Page 2 of 8 Ver 1

Client ID:

9227Project ID:

Parameter Result

RL/

PQL Units Date/Time By Reference

LOD/

MDL Dilution

NDEndrin ketone 38 11/18/15 CE SW8081Bug/Kg38 10

NDg-BHC 20 11/18/15 CE SW8081Bug/Kg20 10

NDg-Chlordane 19 11/18/15 CE SW8081Bug/Kg19 10

NDHeptachlor 38 11/18/15 CE SW8081Bug/Kg38 10

NDHeptachlor epoxide 38 11/18/15 CE SW8081Bug/Kg38 10

NDMethoxychlor 190 11/18/15 CE SW8081Bug/Kg190 10

NDToxaphene 760 11/18/15 CE SW8081Bug/Kg760 10

QA/QC Surrogates

76% DCBP 11/18/15 CE 30 - 150 %% 10

65% TCMX 11/18/15 CE 30 - 150 %% 10

CompletedHexavalent Chromium Soil Digestion 11/13/15 SW3060 1

Semivolatiles 7201,1-Biphenyl 270 11/16/15 DD SW8270Dug/Kg120 1

ND1,2,4,5-Tetrachlorobenzene 270 11/16/15 DD SW8270Dug/Kg130 1

ND1,2-Diphenylhydrazine 380 11/16/15 DD SW8270Dug/Kg380 1

ND2,3,4,6-tetrachlorophenol 270 11/16/15 DD SW8270Dug/Kg180 1

ND2,4,5-Trichlorophenol 270 11/16/15 DD SW8270Dug/Kg210 1

ND2,4,6-Trichlorophenol 150 11/16/15 DD SW8270Dug/Kg120 1

ND2,4-Dichlorophenol 150 11/16/15 DD SW8270Dug/Kg130 1

ND2,4-Dimethylphenol 270 11/16/15 DD SW8270Dug/Kg95 1

ND2,4-Dinitrophenol 270 11/16/15 DD SW8270Dug/Kg270 1

ND2,4-Dinitrotoluene 150 11/16/15 DD SW8270Dug/Kg150 1

ND2,6-Dinitrotoluene 150 11/16/15 DD SW8270Dug/Kg120 1

ND2-Chloronaphthalene 270 11/16/15 DD SW8270Dug/Kg110 1

ND2-Chlorophenol 270 11/16/15 DD SW8270Dug/Kg110 1

16002-Methylnaphthalene 270 11/16/15 DD SW8270Dug/Kg110 1

ND2-Methylphenol (o-cresol) 270 11/16/15 DD SW8270Dug/Kg180 1

ND2-Nitroaniline 1900 11/16/15 DD SW8270Dug/Kg380 1

ND2-Nitrophenol 270 11/16/15 DD SW8270Dug/Kg240 1

ND3&4-Methylphenol (m&p-cresol) 270 11/16/15 DD SW8270Dug/Kg 1150 1

ND3,3'-Dichlorobenzidine 150 11/16/15 DD SW8270Dug/Kg150 1

ND3-Nitroaniline 1900 11/16/15 DD SW8270Dug/Kg830 1

ND4,6-Dinitro-2-methylphenol 270 11/16/15 DD SW8270Dug/Kg270 1

ND4-Bromophenyl phenyl ether 270 11/16/15 DD SW8270Dug/Kg110 1

ND4-Chloro-3-methylphenol 270 11/16/15 DD SW8270Dug/Kg130 1

ND4-Chloroaniline 760 11/16/15 DD SW8270Dug/Kg180 1

ND4-Chlorophenyl phenyl ether 270 11/16/15 DD SW8270Dug/Kg130 1

ND4-Nitroaniline 1900 11/16/15 DD SW8270Dug/Kg130 1

ND4-Nitrophenol 1900 11/16/15 DD SW8270Dug/Kg170 1

910Acenaphthene 270 11/16/15 DD SW8270Dug/Kg120 1

3700Acenaphthylene 150 11/16/15 DD SW8270Dug/Kg110 1

NDAcetophenone 270 11/16/15 DD SW8270Dug/Kg120 1

5000Anthracene 270 11/16/15 DD SW8270Dug/Kg130 1

NDAtrazine 150 11/16/15 DD SW8270Dug/Kg150 1

22000Benz(a)anthracene 2700 11/17/15 DD SW8270Dug/Kg1300 10

NDBenzaldehyde 270 11/16/15 DD SW8270Dug/Kg110 1

NDBenzidine 570 11/16/15 DD SW8270Dug/Kg570 1

20000Benzo(a)pyrene 1500 11/17/15 DD SW8270Dug/Kg1200 10

14000Benzo(b)fluoranthene 2700 11/17/15 DD SW8270Dug/Kg1300 10

Page 3 of 8 Ver 1

Client ID:

9227Project ID:

Parameter Result

RL/

PQL Units Date/Time By Reference

LOD/

MDL Dilution

15000Benzo(ghi)perylene 2700 11/17/15 DD SW8270Dug/Kg1200 10

14000Benzo(k)fluoranthene 2700 11/17/15 DD SW8270Dug/Kg1300 10

NDBenzyl Alcohol 380 11/16/15 DD SW8270Dug/Kg380 1

NDBenzyl butyl phthalate 270 11/16/15 DD SW8270Dug/Kg98 1

NDBis(2-chloroethoxy)methane 270 11/16/15 DD SW8270Dug/Kg110 1

NDBis(2-chloroethyl)ether 150 11/16/15 DD SW8270Dug/Kg100 1

NDBis(2-chloroisopropyl)ether 270 11/16/15 DD SW8270Dug/Kg110 1

NDBis(2-ethylhexyl)phthalate 270 11/16/15 DD SW8270Dug/Kg110 1

NDCaprolactam 270 11/16/15 DD SW8270Dug/Kg270 1

1500Carbazole 1900 11/16/15 DD SW8270Dug/Kg290 1J

26000Chrysene 2700 11/17/15 DD SW8270Dug/Kg1300 10

2900Dibenz(a,h)anthracene 150 11/16/15 DD SW8270Dug/Kg120 1

1400Dibenzofuran 270 11/16/15 DD SW8270Dug/Kg110 1

NDDiethyl phthalate 270 11/16/15 DD SW8270Dug/Kg120 1

NDDimethylphthalate 270 11/16/15 DD SW8270Dug/Kg120 1

NDDi-n-butylphthalate 270 11/16/15 DD SW8270Dug/Kg100 1

NDDi-n-octylphthalate 270 11/16/15 DD SW8270Dug/Kg98 1

26000Fluoranthene 2700 11/17/15 DD SW8270Dug/Kg1200 10

2200Fluorene 270 11/16/15 DD SW8270Dug/Kg130 1

NDHexachlorobenzene 150 11/16/15 DD SW8270Dug/Kg110 1

NDHexachlorobutadiene 270 11/16/15 DD SW8270Dug/Kg140 1

NDHexachlorocyclopentadiene 270 11/16/15 DD SW8270Dug/Kg120 1

NDHexachloroethane 150 11/16/15 DD SW8270Dug/Kg110 1

12000Indeno(1,2,3-cd)pyrene 2700 11/17/15 DD SW8270Dug/Kg1300 10

NDIsophorone 150 11/16/15 DD SW8270Dug/Kg110 1

4400Naphthalene 270 11/16/15 DD SW8270Dug/Kg110 1

NDNitrobenzene 150 11/16/15 DD SW8270Dug/Kg130 1

NDN-Nitrosodimethylamine 270 11/16/15 DD SW8270Dug/Kg110 1

NDN-Nitrosodi-n-propylamine 150 11/16/15 DD SW8270Dug/Kg120 1

NDN-Nitrosodiphenylamine 150 11/16/15 DD SW8270Dug/Kg150 1

NDPentachlorophenol 270 11/16/15 DD SW8270Dug/Kg140 1

22000Phenanthrene 1500 11/17/15 DD SW8270Dug/Kg1100 10

NDPhenol 270 11/16/15 DD SW8270Dug/Kg120 1

40000Pyrene 2700 11/17/15 DD SW8270Dug/Kg1300 10

QA/QC Surrogates 89% 2,4,6-Tribromophenol 11/16/15 DD 30 - 130 %% 1

73% 2-Fluorobiphenyl 11/16/15 DD 30 - 130 %% 1

53% 2-Fluorophenol 11/16/15 DD 30 - 130 %% 1

64% Nitrobenzene-d5 11/16/15 DD 30 - 130 %% 1

66% Phenol-d5 11/16/15 DD 30 - 130 %% 1

89% Terphenyl-d14 11/16/15 DD 30 - 130 %% 1

NDAniline 380 11/16/15 DD SW8270Dug/Kg380 1

NDBenzoic Acid 380 11/16/15 DD SW8270Dug/Kg 1270 1

NDParathion 380 11/16/15 DD SW8270Dug/Kg150 1

Page 4 of 8 Ver 1

Client ID:

9227Project ID:

Parameter Result

RL/

PQL Units Date/Time By Reference

LOD/

MDL Dilution

Comments:

Per 1.4.6 of EPA method 8270D, 1,2-Diphenylhydrazine is unstable and readily converts to Azobenzene. Azobenzene is used for the calibration of 1,2-Diphenylhydrazine.

Please be advised that the NY 375 soil criteria for chromium are based on hexavalent chromium and trivalent chromium.

The regulatory hold time for pH is immediately. This pH was performed in the laboratory and may be considered outside of hold-time.

Hexavalent Chromium:

This sample is in an oxidizing state.

Pesticide Comment:

Due to a matrix interference and/or the presence of a large amount of non-target material in the sample, an elevated RL was reported.

All soils, solids and sludges are reported on a dry weight basis unless otherwise noted in the sample comments.

Phyllis Shiller, Laboratory Director November 18, 2015

1 = This parameter is not certified by NY NELAC for this matrix. NY NELAC does not offer certification for all parameters at this time.

If there are any questions regarding this data, please call Phoenix Client Services at extension 200.

This report must not be reproduced except in full as defined by the attached chain of custody.

RL/PQL=Reporting/Practical Quantitation Level (Equivalent to NELAC LOQ, Limit of Quanitation) ND=Not Detected BRL=Below Reporting Level J=Estimated Below RL LOD=Limit of Detection MDL=Method Detection Limit QA/QC Surrogates: Surrogates are compounds (preceeded with a %) added by the lab to determine analysis efficiency. Surrogate results(%) listed in the report are not "detected" compounds.

Page 5 of 8 Ver 1

Sample Information Custody Information

Matrix:

Location Code:

Rush Request:

P.O.#:

Collected by:

Received by:

Analyzed by:

SOIL

IMPACT

72 Hour

11/12/15

LB

see "By" below

Laboratory Data

GRAB 1

Phoenix ID: BK22996

11/13/15

11:45

16:52

Parameter Result

RL/

PQL Units Date/Time By Reference

FOR: Attn: Mr. Jeff Bogoian Impact Environmental 170 Keyland Court Bohemia NY 11716

Analysis Report November 18, 2015

Date Time

587 East Middle Turnpike, P.O.Box 370, Manchester, CT 06045 Tel. (860) 645-1102 Fax (860) 645-0823

Environmental Laboratories, Inc.

SDG ID: GBK22995

Client ID:

Project ID: 9227

LOD/

MDL Dilution

Volatiles ND1,2,4-Trimethylbenzene 5.4 11/14/15 JLI SW8260Cug/Kg0.54 1

ND1,3,5-Trimethylbenzene 5.4 11/14/15 JLI SW8260Cug/Kg0.54 1

ND1,3-Dichlorobenzene 5.4 11/14/15 JLI SW8260Cug/Kg0.54 1

NDNaphthalene 5.4 11/14/15 JLI SW8260Cug/Kg1.1 1

NDn-Butylbenzene 5.4 11/14/15 JLI SW8260Cug/Kg0.54 1

NDn-Propylbenzene 5.4 11/14/15 JLI SW8260Cug/Kg1.1 1

NDp-Isopropyltoluene 5.4 11/14/15 JLI SW8260Cug/Kg0.54 1

NDsec-Butylbenzene 5.4 11/14/15 JLI SW8260Cug/Kg0.54 1

NDtert-Butylbenzene 5.4 11/14/15 JLI SW8260Cug/Kg0.54 1

QA/QC Surrogates 128% 1,2-dichlorobenzene-d4 11/14/15 JLI SW8260C% 1

81% Bromofluorobenzene 11/14/15 JLI SW8260C% 1

102% Dibromofluoromethane 11/14/15 JLI SW8260C% 1

98% Toluene-d8 11/14/15 JLI SW8260C% 1

1,4-dioxane ND1,4-dioxane 100 11/14/15 JLI SW8260Cug/kg43 1

Volatiles ND1,1,1,2-Tetrachloroethane 5.4 11/14/15 JLI SW8260Cug/Kg1.1 1

ND1,1,1-Trichloroethane 5.4 11/14/15 JLI SW8260Cug/Kg0.54 1

ND1,1,2,2-Tetrachloroethane 260 11/13/15 JLI SW8260Cug/Kg51 50

ND1,1,2-Trichloroethane 5.4 11/14/15 JLI SW8260Cug/Kg1.1 1

ND1,1-Dichloroethane 5.4 11/14/15 JLI SW8260Cug/Kg1.1 1

ND1,1-Dichloroethene 5.4 11/14/15 JLI SW8260Cug/Kg0.54 1

ND1,2,3-Trichlorobenzene 260 11/13/15 JLI SW8260Cug/Kg51 50

Page 6 of 8 Ver 1

GRAB 1

Phoenix I.D.: BK22996 Client ID:

9227Project…

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