140P2020R0027_Att01_Specifications_200410.pdf

STATUE OF LIBERTY NATIONAL MONUMENT

JERSEY CITY, NJ

STABILIZE ELLIS ISLAND SEAWALL

STLI ‐ 211568

PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

February 17, 2020

FINAL CONSTRUCTION DOCUMENTS

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TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work ....................................................................................................... 1-7 01 26 01 Contract Modification Procedures .............................................................................. 1-6 01 27 00 Definition of Contract Line Items ............................................................................... 1-4 01 31 00 Project Management and Coordination ...................................................................... 1-9 01 32 16 Construction Schedule ................................................................................................. 1-9 01 32 33 Photo Documentation for Historic Preservation Projects ........................................... 1-2 01 33 23 Submittal Procedures ................................................................................................... 1-8 Supplement:

Submittal List 01 35 13.22 Archeological Protection ............................................................................................. 1-3 01 35 23 Safety Requirements .................................................................................................... 1-4 01 35 91 Historic Preservation Treatment Procedures ............................................................ 1-10 01 40 00 Quality Requirements .................................................................................................. 1-7 Supplement:

Statement of Structural Tests and Special Inspections 01 42 00 Reference Standards .................................................................................................. 1-13 01 50 00 Temporary Facilities and Controls .............................................................................. 1-7 01 57 19.12 Noise and Acoustics Management .............................................................................. 1-2 01 57 23 Temporary Storm Water Pollution Prevention ........................................................... 1-6 01 67 00 Product Requirements ................................................................................................. 1-7 Supplement:

Affirmative Procurement Reporting Form 01 73 29 Cutting and Patching ................................................................................................... 1-3 01 73 40 Execution ..................................................................................................................... 1-5 01 74 19 Construction Waste Management and Disposal ......................................................... 1-8 01 74 19A Appendix A, Project Waste Management Plan Worksheet 01 74 19B Appendix B, Standard Solid Waste Conversions 01 77 00 Closeout Procedures .................................................................................................... 1-4

DIVISION 02 – EXISTING CONDITIONS

02 28 00 Geotechnical Instrumentation and Monitoring ........................................................... 1-8 02 41 00 Demolition and Removals ........................................................................................... 1-7 02 83 00 Lead Remediation ........................................................................................................ 1-3

DIVISION 03 – CONCRETE

03 01 00 Maintenance of Existing Concrete ............................................................................ 1-18 03 30 00 Cast-in-Place Concrete .............................................................................................. 1-43

DIVISION 04 – MASONRY

04 01 40 Restoration and Cleaning of Masonry in Historic Structures ................................... 1-14

DIVISION 05—METALS

05 12 00 Miscellaneous Steel ................................................................................................ 1-7 05 60 00 Aluminum Gangway System .................................................................................... 1-13

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DIVISION 06—WOOD, PLASTICS, AND COMPOSITES

06 13 33 Marine Timber Works ................................................................................................. 1-7

DIVISIONS 07 THROUGH 08—NOT USED

DIVISION 09—FINISHES

09 96 26 Coating of Existing Waterfront Structures ................................................................. 1-7 09 97 13 Coating of Waterfront Steel Structures ....................................................................... 1-6

DIVISIONS 10 THROUGH 25—NOT USED

DIVISION 26—ELECTRICAL

26 00 00 Basic Electrical Materials and Methods ................................................................... 1-23 26 42 00 Cathodic Protection Testing ........................................................................................ 1-3

DIVISIONS 27 THROUGH 30—NOT USED

DIVISION 31 – EARTHWORK

31 05 21 Geocell and Turf Reinforcement Mats ....................................................................... 1-5 31 23 00 Excavation, Filling and Backfilling .......................................................................... 1-13 Supplement:

Phoenix Environmental Laboratories Analysis Report, dated November 18, 2015 31 23 19 Dewatering ................................................................................................................... 1-2 31 32 00 Polymer Soil Stabilization ........................................................................................... 1-8 31 32 10 Tree Protection and Root Pruning ............................................................................. 1-10 31 32 15 Pneumatic Excavation ................................................................................................. 1-3 31 35 00 Non-woven Geotextiles ............................................................................................... 1-7 31 41 00 Shoring ......................................................................................................................... 1-3 31 41 16 Steel Sheet Piling Bulkhead ........................................................................................ 1-9 31 60 16 Augured Cast in Place Piles ...................................................................................... 1-10 31 62 16 Steel H Piles ................................................................................................................. 1-8 Supplement:

Pile Driving Log 31 63 19 Rock Sockets and Guide Piles ..................................................................................... 1-8

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 12 16 Asphalt Paving ........................................................................................................... 1-12 32 14 16 Brick Paver Restoration ............................................................................................... 1-9 32 92 00 Turf and Grass Restoration ....................................................................................... 1-16

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DIVISION 33 – UTILITIES

33 40 00 Storm Drainage Utilities ............................................................................................ 1-10

DIVISION 34—NOT USED

DIVISION 35—WATERWAY AND MARINE CONSTRUCTION

35 10 00 Turbidity Curtain ......................................................................................................... 1-3 35 31 10 Scour Protection ........................................................................................................ 1-16 35 50 00 Temporary Steel Float ............................................................................................... 1-16 35 59 13 Marine Fenders ............................................................................................................ 1-6

DIVISION 36 THROUGH 49—NOT USED

END OF SECTION

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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. Government Furnished Materials.

5. Contractor use of premises.

6. Public use of site.

7. Work Restrictions.

8. Special Construction Requirements.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Ellis Island National Monument, Jersey City, NJ. 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 stabilization and rehabilitation of portions of the historic seawall that surrounds Ellis Island. The 6,736 linear feet long seawall was built using a variety of construction systems from 1913 to 1934. Per a comprehensive inspection and engineering analysis performed in 2017, the seawall is in poor condition overall due to widespread deterioration throughout the various types of structural seawall configurations. Work identified to complete the water and landside repairs to the seawall includes correcting large voids and erosion at joints between gravity wall and sheet pile components, repair of isolated large voids and settlement behind the walls, stabilizing toe walls, and replacing/restoring displaced granite fascia blocks and grout loss between granite fascia blocks throughout the island. The fender system within the ferry slip will be replaced; the supporting seawall has localized cracks that will be repaired and the sea floor has severe scouring that will be addressed with new scour protection. A temporary berth and fender system will be provided east of the ferry slip to maintain park operations during restoration of the ferry slip north wall.

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

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1.3 WORK PHASES

A. The Work shall be conducted in phases to allow uninterrupted park operations at all times within the park.

B. Work shall be complete and ready for occupancy within 730 days from Notice to Proceed.

C. A detailed phasing plan will be developed by the contractor and approved by the Contracting Officer.

The phasing plan will demonstrate a sequencing of events that 1) minimizes impact to the visitor experience at the park; 2) minimizes service interruptions to the park facilities.

D. Work performed within the project area is subject to seasonal and holiday restrictions. Coordinate with the Contracting Officer for scheduled events and activities that take place within the park, and suspend work activities or demobilize from specific project areas as required.

1.4 WORK UNDER OTHER CONTRACTS

A. General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate the Work of this Contract with work performed under separate contracts.

B. Preceding Work: Government has awarded separate contract(s) for the following construction operations at Project site. Those operations are scheduled to be substantially complete before work under this Contract begins.

1. Rehabilitate the Recreation Shelter on Island 2: A separate contract has been awarded to rehabilitate and restore the Outdoor Recreation Shelter that is situated on 7.4 acres of open space between the main hospital buildings on Island 2 and the contagious and infectious disease wards on Island 3. The scope of work includes repair of the brick and terracotta structure, installation of a new roof and associated roof drainage, upgrading of the electrical system and lighting, addition of telecom, and window and door restoration.

C. Concurrent Work: Government will award separate contract(s) for the following construction operations at Project site. Those operations will be conducted simultaneously with work under this Contract.

1. Main Immigration Building: Life Safety Upgrade.

2. Main Immigration Building: Clerestory Window Stabilization/Replacement.

1.5 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.

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

2. Limit site disturbance, including earthwork and clearing of vegetation, to 25 feet beyond the seawall unless indicated otherwise on Drawings.

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3. Toilet Facilities: Contractor to provide temporary toilets as use of Park facilities will not be allowed.

4. No signs or advertising will be permitted. All directional, safety or informational signs must comply with OSHA or MUTCD requirements. All others must be approved by NPS.

5. The Baggage and Dormitory building and Islands 2 and 3 and their buildings will be off-limits unless the contract requires entry into the structures. These buildings are unoccupied and are stabilized only. Contractor to enter existing buildings only to accomplish required work.

6. Working in the Park is different from many other construction locations in that special protection is given to cultural resources. Cultural Resources refers to any archeological, architectural, or landscape feature or artifact that contributes to the historic significance of the Park. Features are permanent or semi-permanent objects, such as architectural fragments, buried foundation walls, or pavements. Artifacts are any object made, used, or modified by people. An Archeological Site is an assemblage of artifacts or features that are in their original location. The National Park Service exists to preserve resources under its protection unimpaired for future generations. Carrying out Park construction projects requires more care for potential damage to historic resources than may be the case in commercial projects.

7. Archeological artifacts, architectural fragments, and natural objects are not to be taken from National Park units. It is illegal to remove materials from National Parks. Federal law provides penalties for doing so. If a contractor finds an artifact, it must be turned over to the Park.

8. It is also necessary to avoid damaging cultural resources. If, for example, an unanticipated obstruction, such as a buried foundation or wooden bulkhead, is found during excavation, one should not assume that demolishing it is acceptable. If a cultural resource has been damaged because it was not seen during excavation or other construction (for example, a buried wall is hit by a backhoe), or if an accident occurred (for example, a vehicle scrapes a building or wall), this must be reported to the Park. In most cases, such damage will not impact the progress of construction activities, but it cannot be ignored or reported long after it occurred. Park staff can assist with issues that may arise.

9. A qualified archeological monitor will observe excavations in archeologically sensitive areas as described in project Archeological Protection specifications and per the guidance of NPS archeologists. Schedules for excavation must be coordinated with the Contracting Officer to allow sufficient time to arrange the appropriate archeological monitoring.

10. Although it is very unlikely, from what is known about the locations for this project and the relatively shallow depths proposed for excavation, there is always the possibility that human remains will be found. By law, work must stop if human remains are found, and the remains may not be removed. The Park must be notified at once of a potential discovery. If bones are found, the NPS Archeologist will make a determination if they are human.

11. The existing trees and landscape are also the Park’s Cultural Resource and must also be protected and preserved. Avoid parking or stockpiling materials adjacent to a tree, under or within the drip line of the tree’s canopy, as described in the project Archeological Protection specifications and drawings.

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

1. It is intended for this Contractor to have access to the area north of the Baggage and Dormitory Building on Island 1, and portions of Island 2 and 3. Exact locations to be determined in conjunction with Article 1.6, Contractor Use of Site.

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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 outside of the contractor’s designated staging areas.

b. A maximum of five (5) parking placards will be issued to the Contractor for use during this project. Any project vehicle not displaying an issued placard is subject to ticketing or tow. Additional placards may be authorized by park personnel provided an evaluation of available space and project need deem them appropriate.

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

E. 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.

F. 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. At least one lane must be operational at all times during Park operation hours, 5:00 a.m. to 8:30 p.m.

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.

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

H. 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. Weight and load distribution limits apply to the Ellis Island service bridge. See Appendix D for the bridge ratings.

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1.6 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 6 hours.

B. Questions from Press, Interested Parties, and Public Relations: 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

1.7 OCCUPANCY REQUIREMENTS FOR BUILDINGS

A. Existing Buildings:

1. Full Government Occupancy: Government will occupy buildings that will be adjacent to 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. Protect building and its occupants during construction period.

1.8 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.

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.

1.9 WORK RESTRICTIONS

A. On-Site Work Hours:

1. Seven Days a week 6:00 am to 6:00 pm, subject to limitations on deliveries and hours for passing through USPP security.

2. Liberty State Park opens at 0600.

3. Restrictions/Accommodation for special events will be addressed to give the contractor as much advance notice as possible.

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B. Access, Deliveries, and Staff Transport: See Appendix B “Guidelines for Park Access & Credentialing” (subject to revision).

C. 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.

D. 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 10 days in advance of proposed utility interruptions.

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

3. Hours for Utility Shutdowns: Preferably between the hours of 6:00 pm and 5:00 am.

a. Within normal working hours: By prior approval of the Contracting Officer.

1) Shutdowns of less than 3 hours require 24-hour confirmation notice and prior approval.

2) Shutdowns of more than 3 hours require 48-hour confirmation notice and prior approval.

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

1.10 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.

B. Identification Cards and Background Checks:

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

1.11 SOILS INVESTIGATION REPORT

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

1. The majority of Ellis Island was constructed using fill material from offsite sources such as excavation spoils from the New York City subway system construction. The attached

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report provides a typical profile of the nonclassified fill material found island-wide.

Contractor will need to conduct additional sampling as needed to obtain appropriate Toxicity Characteristic Leaching Procedure (TCLP) for disposal.

2. Contractor is responsible for all additional testing, hauling, tip fees, dump fees and other related costs for any soil exported from Ellis Island requiring special handling and disposal.

3. Previous exported soils from Ellis Island have been taken to a soil management/recovery facility, including but not limited to:

a. Bayshore Recycling

75 Crows Mill Rd.

P.O. Box 290 Keasbey, NJ 08832

Email: info@bayshorerecycling.com T: 732-738-6000 F: 732-738-9150

1.12 REFERENCE DOCUMENTS

A. The following reference documents are available to the Contractor upon request for information only:

1. Stabilize Ellis Island Seawall As-Constructed Drawings, 2012.

2. Rehabilitate Historic Seawall As-Constructed Drawings, 2006.

3. Ellis Island North Island Site Improvements Drawings, 2014.

4. Docking Facilities and Seawall Repair Drawings, 1987.

5. Rehabilitation of Ellis Island Bridge, 2017.

6. Supplemental Reference Documents of Rehabilitation and Repair of Structural

Components, Mission Critical Ellis Island Bridge, 2017.

7. Powerhouse Site Improvements As-Constructed Drawings, 2017.

8. Ellis Island Seawall Historic Structure Report, 2003.

9. Cathodic Protection System for Natural Gas Pipeline Drawings, 2016.

10. Ellis Island Pilot Mast Drawing, 2014 (Immigration Station Recording Project).

11. Ellis Island Artifacts Placed/Tethered in Water Sketch, 2012 (J. Dukes).

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

(balance of Ellis Island is State of New Jersey)

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

IN REPLY REFER TO:

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

December 3, 2018

Memorandum

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

From: Captain Peter Culver

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 12/3/2018)

Revised 12/3/2018

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 Assistant. The USPP Administrative Assistant’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 the USPP

Administrative Assistant 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 USPP. The USPP case number must be provided to the USPP Administrative Assistant 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: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 & Battery Park 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. A canine team will conduct an exterior sweep of the 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 (718) 338-3988.

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.

Canine sweeps for waterside deliveries may be conducted at a pre-arranged local boat ramp, marina or Miller’s Launch in Staten Island (NY). After the sweep is completed the vessel will either be escorted by The USPP 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. Contractors will be allotted parking permit hang tags per the contract documents. All vehicles must display the hang tag when on island and only park in designated areas if outside of the Contractor’s staging and laydown area. In general, Contractor parking will be restricted to the area north of the Baggage and Dormitory building. If additional parking is authorized, then the Contractor/Subcontractor vehicles are restricted to YELLOW parking spaces as designated by yellow wheel stops. At no time may any contractor vehicle park in a space with green, grey or black & white wheel stops, nor in any area designated by signage or striping as no parking. 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).

The contractor is free to manage parking for itself and subcontractors within the designated staging and laydown area. 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.

The Confidential Assistant to the Superintendent may authorize Post IV to issue a limited number of yellow “Visitor” parking placards for single day use for deliveries or other contract activities.

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

Mr. Douglas Osoba - U.S. Park Police Administrative Assistant douglas_osoba@nps.gov / Phone: 646-356-2121

Ms. Jennifer Getter - Confidential Assistant to the Superintendent jennifer_getter@nps.gov / Phone: 646-356-2102 mailto:douglas_osoba@nps.gov mailto:jennifer_getter@nps.gov

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.

Directions to the Ellis Island Bridge & Post IV Security Checkpoint

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‟)

Maritime Security Zone – Liberty Island & Ellis Island (150 Yards)

Buoy “35”

Please contact Jennifer Getter, Confidential Assistant to the Superintendent if you have any questions regarding this form - (212) 363-3206 x101

NATIONAL PARK SERVICE

STATUE OF LIBERTY NATIONAL MONUMENT AND ELLIS ISLAND

POST IV VISITOR ACCESS FORM

REQUEST DATE (s): **

Please PRINT Clearly! √ Check all that apply

ARRIVAL

TIME

LAST NAME

FIRST NAME

ORGANIZATION

VEHICLE MAKE/MODEL/

STATE/LICENSE # PA

RK

IN

G Pa rk in g pa ss re qu ire d!

DR

IV

ER

SH

U

TT

LE

(p as se ng er

DE

LI

VE

RY

W

AL

KI

N

G

Use a new form for additional names

NOTES:

Point of Contact Name/Department: Phone #/ Radio #: Date:

All requests must be submitted no later than 3:00 PM daily.

Form must be completely filled out. Any missing information may delay your visitor's entrance into Post IV.

* If parking, ALL vehicles must have a parking pass.

** If visitor(s) need access for more than one week, an application for an ID must be submitted to the USPP.

Please contact Jennifer Getter, Confidential Assistant to the Superintendent if you have any questions regarding this form - (646)356-2102

NATIONAL PARK SERVICE STATUE OF LIBERTY NATIONAL MONUMENT AND ELLIS ISLAND

Battery Park VISITOR ACCESS FORM

REQUEST DATE (s): **

Please PRINT Clearly!

BOAT

LAST NAME

FIRST NAME

ORGANIZATION

Use a new form for additional names

NOTES:

Point of Contact Name/Department: Phone #/ Radio #: Date:

Form must be completely filled out. Any missing information may delay your visitor's entrance.

** If visitor(s) need access for more than one week, an application for an ID must be submitted to the USPP.

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…