SPECIFICATIONS_PSN_3815705_HSCGG1-15-Q-PRV201_REPLACE_BOAT_FUELING_SYSTEM_AT_BOATHOUSE _USCG_STA_PT_JUDITH_PROJECT__3815705.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

REPLACE BOAT FUELING SYSTEM

AT BOATHOUSE

CG STATION POINT JUDITH

NARRAGANSETT, RI

(WASHINGTON COUNTY)

PSN 3815705

Charles Kwasny _____________________

PROJECT ENGINEER BRANCH CHIEF

TECHNICAL DIRECTOR

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT STREET

WARWICK, RHODE ISLAND 02886

TABLE OF CONTENTS

SECTION TITLE

01110 SUMMARY OF WORK

01140 WORK RESTRICTIONS

01330 SUBMITTAL PROCEDURES

01525 SAFETY REQUIREMENTS

02220 SITE DEMOLITION

13210 ABOVEGROUND FUEL SYSTEMS

REPLACE BOAT FUELING SYSTEM AT BOATHOUSE, CG STA POINT JUDITH PSN 3815705

SECTION 01110 - Page 1

SECTION 01110

SUMMARY OF WORK

1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description (Basic Work)

The work includes providing all material, labor, and supervision for replacing the existing diesel fuel oil dispenser and piping to the existing diesel tank that shall remain in place. Provide all associated work that includes controls, leak detection, collecting and cleaning residual diesel fuel from existing dispenser and piping prior to disposal from the work site. Spill prevention control shall be in place during the work. The new automatic leak detection system shall have capability to monitor two tanks and two dispensers; one each for diesel and gasoline fuels. All work shall comply with NFPA 30 and 30A and State regulations.

1.1.2 Project Description (Option Work)

The work includes all equipment, labor, materials, and supervision for installing a new gasoline fuel system, including a tank, dispenser, piping, and connections to leak detection installed under Basic Work, including all incidental related work. All work shall comply with NFPA 30 and 30A and State regulations.

1.1.3 Location

The work shall be located at the Boathouse of U.S. Coast Guard Station Point Judith. Contracting Officer shall provide exact address.

1.2 SUPERVISION

Have a qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. If a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.3 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work.

1.4 INSPECTION

The Contractor shall keep the Contracting Officer or duly appointed representative fully informed of contract operations and plans so that a representative may arrange to be present at various times that work is being performed.

1.4.1 Contractor’s Daily Log

SECTION 01110 - Page 2

The Contractor shall be complete the USCG Daily Log form at the end of each working day and deliver it to the Government Inspector. The Government Inspector will attest to its accuracy by initialing the form and forwarding that form to CEU Providence. The form will be provided to the Contractor by the Contracting Officer’s Representative.

2 PRODUCTS

Not used.

3 PRODUCTS

--End of Section -—

SECTION 01140 - Page 1

SECTION 01140

WORK RESTRICTIONS

1.1 SPECIAL SCHEDULING REQUIREMENTS

a. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Do not remove existing diesel dispenser and piping until new dispensers and piping are delivered at the worksite.

b. First perform complete repairs to the diesel fueling system as the

Base Work under the contract. Only perform installing the new gasoline fuel system as the Option Work should it be awarded by the Contracting Officer. The Contractor shall conduct his work causing the least possible interference with normal operations of the activity.

c. Permission to interrupt any utility service shall be requested in writing a minimum of 5 calendar days prior to the desired date of interruption.

d. Lay down area is limited and is on the north side of the Boathouse in a gated location.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Dock Access

All road vehicles are prohibited on the existing dock.

1.2.2 Activity Regulations

Ensure that Contractor personnel employed at the work site are familiar with and obey the Activity’s regulations including safety, fire, traffic, and security. Keep within the limits of the work area and avenues of ingress and egress. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification. The Contractor shall conduct his operations causing the least possible interference with normal operations of the Activity.

1.2.3 Working Hours

Regular working hours shall consist of a period 8 a.m. and 5 p.m., Monday through Friday, excluding Government holidays. Work outside regular working hours shall be allowed upon request with approval by the Contracting Officer.

1.2.4 Utility Cutovers and Interruptions and Restrictions

a. Interruption to water, sewer, telephone, electric, heating, fire alarm, or compressed air services shall be considered utility cutovers. Such interruption shall be further limited to 1 hour. This time limit includes time for deactivation and reactivation.

SECTION 01140 - Page 1

b. Operation of Station Utilities: The Contractor shall neither operate nor disturb the setting of control devices in the station utilities system. The Government will operate the control devices as required for normal conduct of the work. The Contractor shall notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.2.5 Usage of Facilities and Utilities

Minimum electrical and water will be provided by government. Existing bathroom facilities may be use by the construction crews provided they are left in a clean condition. There is no mess deck available.

1.3 SECURITY REQUIREMENTS

1.3.1 Parking

Prohibit parking on any piers and dry dock/waterfront areas. Do not park on or block the marked fire lanes or crane rail traveling zones (marked in yellow) at any time. Only two construction vehicles will be allowed to park on government property at any given time.

-- End of Section —-

SECTION 01330 - Page 1

SECTION 01330

SUBMITTAL PROCEDURES

1.1 SUBMITTAL DESCRIPTIONS (SD)

SD-01 Preconstruction Submittals

Submittal register, work plan, and quality control plan.

SD-02 Shop Drawings

Drawings, schedules, diagrams, and other data prepared specifically for this contract, by contractor or others to illustrate portion of work.

SD-03 Product Data

Catalog cuts, drawings, performance charts, instructions, and brochures illustrating physical size, appearance, and other characteristics of materials or equipment for some portion of the work.

SD-04 Samples

SD-05 Design Data

Calculations, mix designs, analyses or other data pertaining to the work.

SD-06 Test Reports

Authorized report illustrating a material, product, or system provided, or identical, has been tested according to specified requirements. (Testing must have been within three years contract award date for the project.)

SD-07 Certificates

Statements authorized by responsible manufacturing officials attesting that a product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

SD-08 Manufacturer's Instructions

Documents describing the installation of a product, system, or material, including special notices and Material Safety Data Sheets, concerning impedances, hazards, and safety precautions.

SD-09 Manufacturer's Field Reports

SD-10 Operation and Maintenance Data

Data intended to be incorporated in operations and maintenance manuals.

SECTION 01330 - Page 2

SD-11 Closeout Submittals

Documents recording compliance to the work requirements or establishing administrative mechanisms, as as-built drawings, special warranties, and posted operating instructions.

1.2 SUBMITTALS

Submit the following in accordance with the requirements of this section.

SD-01 Preconstruction Submittals

Submittal Register

1.3 USE OF SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses.

1.3.1 Submittal Register

Submit submittal register. Do not change data in columns (c), (d), (e), and (f) as delivered by the government. Verify that all submittals required for project are listed and add missing submittals. Complete the following on the register:

Column (a) Activity Number: Activity number from the project schedule.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date contractor needs approval of submittal.

Column (i) Contractor Material: Date that contractor needs material delivered to contractor control.

1.4 PROCEDURES FOR SUBMITTALS

1.4.1 Reviewing, Certifying, Approving Authority

Government organization shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals is the Project Manager unless otherwise specified for specific submittal.

1.4.2 Constraints

Submittals listed or specified in this contract shall conform to provisions of this section and be complete for each definable feature of work, unless explicitly stated otherwise.

SECTION 01330 - Page 3

1.4.3 Scheduling

Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential requirements to resubmit. Allow review period beginning with receipt by Contracting Officer that includes at least 10 working days. Period of review for each re-submittal is the same as for initial submittal.

1.4.4 Variations

Variations from contract requirements will be considered where advantageous to government. Discussion with Contracting Officer prior to submission will help ensure functional and quality requirements are met and minimize rejections and resubmittals. Deliver written request to the Contracting Officer with documentation of the nature and features of the variation and why the variation is desirable and beneficial to government.

Include an estimate of any cost saving and submittals required for the item. Clearly mark the proposed variation.

1.4.5 Contractor's Responsibilities

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to Contracting Officer in accordance with schedule on approved Submittal Register, and to prevent delays in the work, delays to government, or delays to separate contractors.

c. Advise Contracting Officer of variation, as required by paragraph entitled "Variations."

d. Correct and resubmit submittal as directed by approving authority.

When resubmitting disapproved transmittals or transmittals noted for resubmittal, the contractor shall provide copy of that previously submitted transmittal including all reviewer comments for use by approving authority. Direct specific attention in writing or on resubmitted submittal, to revisions not requested by approving authority on previous submissions.

e. Ensure no work has begun until submittals for that work have been returned "approved," except to the extent that a portion of work must be accomplished as basis of submittal.

1.4.6 Government Responsibilities

a. Review each submittal noting date of receipt and legibility; and check and coordinate each submittal with requirements of work, design concepts, and contract documents.

b. Identify returned submittals with one of the actions defined in paragraph entitled "Actions Possible" and with markings appropriate for action indicated.

SECTION 01330 - Page 4

1.4.7 Actions Possible

Submittals will be returned with one of the following notations:

a. Submittals marked "approved" or "approved as submitted" authorize contractor to proceed with work covered.

b. Submittals marked "approved" or "see below" authorize contractor to proceed with work as noted provided no exception to the notations.

c. Submittals marked "disapproved" indicate submittal is incomplete or does not comply to design concepts or requirements of the contract documents and shall be re-submitted with appropriate changes. No work shall proceed for this item until re-submittal is approved.

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

Transmit submittals with transmittal form prescribed by Contracting Officer and standard for project.

1.5.2 Identifying Submittals

Mark each copy of each submittal identically, with the following:

a. Project title, location, and construction contract number. Section number of the specification by which submittal is required.

b. Submittal description (SD) number of each component of submittal.

When a resubmission, alphabetic suffix on submittal description, for example, SD-10A, to indicate resubmission.

c. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier contractor associated with submittal.

d. Product identification and location in project.

1.6 QUANTITY OF SUBMITTALS

Submit three copies of all submittals.

-- End of Section --

SECTION 01330 – SUBMITTAL LOG

Project No.: 3815705 Project Title: REPLACE BOAT FUELING SYSTEM AT BOATHOUSE Location: STA POINT JUDITH, RI

Spec Section No.

Or

Item No.

SD No., And Type Of Submittal

Material Or Product

Spec Para No.

Planned Submittal

Date

Date Fwd To Appr Auth /

Date Recd From Contr

Date Fwd To Other Reviewer

Date Recd From Oth Reviewer

Action Code

Date Of

Action

Mailed To

Contr / Recd From Appr Auth

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) 01330 SD-01, Pre-Construction Submittals

Submittal Register 1.3 01525 SD-07, Certificates

Accident Prevention Plan (APP) 1.3.1 Environmental Protection Plan(EPP) 1.4

13210 SD-02, Shop Drawings Aboveground Storage Tanks and

Components (AST) 2.1

SD-03, Product Data Aboveground Storage Tanks and

Components (AST) 2.1

AST Accessories 2.2 Dispensing System 2.3 Leak Detection System 2.4 Piping System 2.5 SD-06, Test Reports Field Acceptance Tests 2.6 SD-10, Operation and Maintenance Data Aboveground Storage Tanks and

Components (AST) 2.1

AST Accessories 2.2 Dispensing System 2.3 Leak Detection System 2.4 Piping System 2.5

SECTION 01525 - Page 1

SECTION 01525

SAFETY REQUIREMENTS

1.1 REFERENCES

The current edition of publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A10.14 Construction and Demolition Operations -

Requirements for Safety Belts, Harnesses, Lanyards and Lifelines for Construction and Demolition Use

CORPS OF ENGINEERS (COE)

COE EM-385-1-1 Safety and Health Requirements Manual

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 National Electrical Code

NFPA 241 Safeguarding Construction, Alteration, and

Demolition Operations

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910.147 Control of Hazardous Energy (Lock Out/Tag

Out)

1.2 SUBMITTALS

Submit the following in accordance with Section 01330, "Submittal Procedures."

Accident Prevention Plan (APP)

Environmental Protection Plan (EPP)

1.3 QUALITY ASSURANCE

1.3.1 Accident Prevention Plan (APP)

Submit the APP at least 15 calendar days prior to start of work at the job site, following Appendix A of COE EM-385-1-1. Make the APP site specific.

A notice to proceed will be given after Government approves the APP.

Prepare the APP in accordance with the required and advisory provisions of COE EM-385-1-1. Include the associated AHA and other specific plans, programs and procedures listed on Pages A-3 and A-4 of COE EM-385-1-1, some of which are listed below.

SECTION 01525 - Page 2

1.3.2 Contents of the Accident Prevention Plan

a. Name and safety related qualifications of safety officer and competent and of qualified persons (including training and any certifications).

b. Identity of the individual who will complete exposure data (hours worked); accident investigations, reports and logs; and immediate notification of accidents to include subcontractors.

c. Emergency response plan. Conform to COE EM-385-1-1, paragraph 01.E include a map denoting the route to the nearest emergency care facility with emergency phone numbers. Contractor may be required to demonstrate emergency response.

1.4 ENVIRONMENTAL PROTECTION PLAN (EPP)

Submit a plan for approval that provides environmental protective measures to prevent fuel spills and control pollution that develops during normal construction associated with the project for the full term. Comply with Federal, State, and local regulations pertaining to the environment, including water, air, solid and hazardous waste disposal, oily substances, and noise pollution. Provide the procedures the Contractor will follow in the event of a POL release and what materials (i.e. oil absorbent socks & pads) they intend to have on hand to mitigate the release. Provide the agency and phone numbers they intend to use to make appropriate notification in the event of a release. Obtain this information from the Station’s Spill Prevention Control and Countermeasure Plan. This would likely be the local fire department & environmental compliance agency with jurisdiction.

Not Used.

3 EXECUTION

3.1 CONSTRUCTION

Comply with COE EM-385-1-1, NFPA 241, the APP, the EPP, and activity fire and safety regulations.

3.2 PERSONNEL PROTECTION

Enforce use of the fall protection device designated for each specific work activity in the APP all times when an employee is on a surface 6 feet or more above lower levels. Fall protection must comply with ANSI A10.14.

3.3 ELECTRICAL

3.3.1 Lockout Requirements

Provide disconnecting means capable of being locked out for machines and other equipment to prevent unexpected startup or release of stored energy in accordance with 29 CFR 1910.147.

-- End of Section -—

SECTION 02220 - Page 1

SECTION 02220

SITE DEMOLITION

The current edition of publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A10.6 Demolition Operations

1.2 GENERAL REQUIREMENTS

Do not begin any demolition until all new materials, including fuel tanks, are at the worksites and authorization is received from the Contracting Officer. Remove rubbish and debris from the station daily; do not allow accumulations inside or outside the building. Store materials that cannot be removed daily in areas specified by the Contracting Officer.

1.3 REGULATORY AND SAFETY REQUIREMENTS

Comply with federal, state, and local hauling and disposal regulations.

In addition, safety requirements shall conform to ANSI A10.6.

1.4 PROTECTION

1.4.1 Existing Work

Protect existing work which is to remain in place, be reused, or remain the property of the Government. Repair items which are to remain and damaged during performance of the work to their original condition, or replace with new. Do not overload structural elements. Provide new supports and reinforcement for existing construction weakened by demolition or removal work. Repairs, reinforcement, or structural replacement must have Contracting Officer approval.

1.5 BURNING

Burning will not be permitted.

3.1 CUTTING, ALTERATIONS, AND REMOVALS

3.1.1 Removals

SECTION 02220 - Page 2

Disassemble, disconnect, cut, remove, and alter existing construction and equipment to the limits shown on the drawings, or, if not shown, to the minimum extent necessary for the proper installation of new work.

3.1.2 Patching

Where removals leave holes and damaged surfaces exposed in the finished work, patch and repair these holes and damaged surfaces to match adjacent finished surfaces. Where new work is to be applied to existing surfaces, perform removals and patching in a manner to produce surfaces suitable for receiving new work. Finished surfaces of patched area shall be flush with the adjacent existing surface and shall match the existing adjacent surface as closely as possible as to texture and finish.

3.2 DISPOSITION OF MATERIAL

3.2.1 Title to Materials

Except where specified in other sections, all materials and equipment removed, and not reused, shall become the property of the Contractor and shall be removed from Government property. Title to materials resulting from demolition, and materials and equipment to be removed, is vested in the Contractor upon approval by the Contracting Officer of the Contractor's demolition and removal procedures, and authorization by the Contracting Officer to begin demolition. The Government will not be responsible for the condition or loss of, or damage to, such property after contract award. Materials and equipment shall not be viewed by prospective purchasers or sold on the site.

3.2.2 Reuse of Materials and Equipment

Remove and store materials and equipment indicated to be reused or relocated to prevent damage, and reinstall as the work progresses.

3.3 CLEANUP

3.3.1 Debris and Rubbish

Remove and transport debris and rubbish in a manner that will prevent spillage. Clean up accidental spillage.

SECTION 13210 – Page 1

SECTION 13210

ABOVEGROUND FUEL SYSTEMS

The current edition of the publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B31.3 Process Piping

ASME B1.20.1 Pipe Threads, General Purpose

ASME B1.20.3 Dryseal Pipe Threads

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM A 36 Carbon Structural Steel

ASTM A 569 Commercial Steel (CS) Sheet and Strip, Carbon

(0.15 Maximum, Percent), Hot-Rolled

ASTM B 117 Operating Salt Spray (Fog) Apparatus

MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS

INDUSTRY, INC. (MSS)

MSS SP-58 Pipe Hangers and Supports - Materials, Design and Manufacture

MSS SP-69 Pipe Hangers and Supports - Selection and

Application

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 30 Flammable and Combustible Liquids Code

NFPA 30A Code for Motor Fuel Dispensing Facilities and

Repair Garages

NFPA 70 National Electrical Code

OCCUPATIONAL SAFETY AND HEALTH STANDARDS (OSHA)

29 CFR 1910.1200 Hazard Communication

UNDERWRITERS LABORATORIES INC. (UL)

UL 142 Steel Aboveground Tanks for Flammable and

Combustible Liquids

UL 698 Industrial Control Equipment for Use in

Hazardous (Classified) Locations

SECTION 13210 – Page 2

UL 886 Outlet Boxes and Fittings for Use in Hazardous

(Classified) Locations

UL 2085 Protected Aboveground Tanks for Flammable and

Combustible Liquids

1.2 SYSTEM DESCRIPTION

Provide aboveground fuel systems, including storage tank, piping, and leak detection complete and ready for operation as shown at each location. Piping systems shall include aboveground piping, fittings, filters, and valves.

Provide a gasoline fuel dispenser in Boathouse at Station Point Judith.

Provide anchoring tie downs for each tank per manufacturer that meet Zone 4 seismic and flood requirements. All tank openings shall be from the top, with ASME B1.20.3 threaded NPTF risers. The tanks shall have a warranty for 30 years. See other requirements below.

1.3 SUBMITTALS

Submit in accordance with Section 01330, "Submittal Procedures."

SD-02 Shop Drawings

Aboveground Storage Tank and Components (AST)

Submit shop drawings for each size of AST for approval. Indicate types, sizes, locations, installation details, and other construction details.

SD-03 Product Data

AST Accessories

Dispensing System

Leak Detection System

Piping System

SD-06 Test Reports

Field Acceptance Test

Permits

Licenses/Certifications

SD-10 Operation and Maintenance Data

AST Accessories

Dispensing System

SECTION 13210 – Page 3

Leak Detection System

Piping System

SD-11 Closeout Submittals

As-Built Drawings

Warrantees

1.4 QUALITY ASSURANCE

1.4.1 Standard Products

Material and equipment shall be standard products of a manufacturer regularly engaged in the manufacture of the products. Materials shall not degrade from exposure to petroleum fuel. Completed installation shall conform to applicable requirements of NFPA 30 and NFPA 30A.

1.4.2 Permits

Contractor shall obtain necessary permits in conjunction with installation of petroleum tank and piping as may be required by federal, state, or local authority. Submit copies of permits to the Contracting Officer for approval.

1.4.3 Licensed Personnel

Personnel required to install petroleum piping shall be licensed/certified by the State of Rhode Island. Submit copies of licenses/certifications to the Contracting Officer for approval.

1.4.4 Safety

Ensure employees are trained in requirements of 29 CFR 1910.1200 and understand information contained in material safety data sheets for their protection against toxic and hazardous chemical effects.

1.5 AS-BUILT DRAWINGS

Maintain at the jobsite one set of full-size contract drawings marked to show any deviations which have been made from the contract drawings. Identify all product and circuits used with technical data as manufacturer, model, capacities, sizes, etc. Include one-line diagrams of the alarm and power systems. These drawings shall be available for review by the Contracting Officer at all times. Upon completion of the work, deliver the marked set of prints to the Contracting Officer. Request for final payment will not be approved until the marked prints are delivered to the Contracting Officer.

1.6 WARRANTY

For each product, component and system provide a statement of warranty for the specific equipment against defects in fabrication and installation. The duration of the warranty and the remedies available to the Government for breach of the warranty shall be defined in, and subject to, the terms and limitations of the contractor's standard commercial warranty or warranties contained in this contract, provided that, notwithstanding any provisions to the contrary, in such commercial warranty or warranties, the remedies available to the Government under this warranty shall include repair or

SECTION 13210 – Page 4 replacement of any listed product whose non-compliance is discovered and made known to the contractor in writing within one year (365 days) after acceptance. Nothing in this warranty shall be construed to limit any rights or remedies the Government may otherwise have under this contract with respect to defects. Submit copies of warrantees to the Contracting Officer for approval.

1.7 DELIVERY AND STORAGE

Handle and store all material to prevent distortions and other damage that could affect their structural, mechanical, or electrical integrity. Replace damaged material that cannot be restored to original condition. Store material subject to deterioration by exposure to elements, in a well-drained location, protected from weather, and accessible for inspection and handling.

2.1 ABOVEGROUND STORAGE TANK (AST)

Provide AST and the components listed below that are compliant with UL 2085 and bears its label with 1000 gallons gasoline capacity. The AST shall be shipped as a completed unit completely fabricated in manufacturer's factory.

The AST shall have a secondary, leak containment impervious barrier or tank at 110 percent capacity of primary tank. The primary UL 142 tank and secondary impervious barrier or UL 142 tank shall be rectangular in design and pressure tested to minimum 3 psig to maximum 5 psig at the factory and field tested by the contractor to a maximum 3 psi. The AST shall be designed to store petroleum fuels. Submit copies of Aboveground Storage Tank and Components (AST) to the Contracting Officer for approval

2.1.1 AST Components

a. Primary Tank: Provide a primary tank listed under UL 142; compliant with NFPA 30; constructed of ASTM A 569 or ASTM A 36 carbon steel of UL 142 specified steel thickness, with continuous welds; warranted for a minimum of 30 years by the manufacturer. The tank shall be fitted with a 4” diameter fill port; 2” diameter normal vent port; 6” diameter emergency vent port; 2” diameter liquid gauging port; 2” diameter port for dispensing pump; 4” diameter Phase I vapor recovery port; a fuel heater;

and a spill containment of at least 7 gallons capacity with lockable lid and drain port. The top of the secondary tank shall be sloped so that water will not accumulate.

b. Secondary Leak Containment Tank or Impervious Barrier: Provide either a secondary tank listed under UL 142; compliant with NFPA 30; constructed of ASTM A 569 or ASTM A 36 carbon steel of UL 142 specified steel thickness, with continuous welds, or an impervious barrier of 30 mil high-density polyethylene to contain leaks from the primary tank.

1. A secondary tank shall provide reinforcement for a monolithic (without seams), minimum 4” thick, lightweight concrete fire proofing material to remain in place around the primary tank and true “pressure testable” containment. The tank shall be fitted with a 2” diameter annular space monitoring tube; 2” diameter normal vent port; 6” diameter emergency vent port; and openings for all ports in the primary tank. The port openings in the top of the tank shall be constructed with full welds to prevent moisture from seeping between the fire proofing material and the secondary and primary tanks. The top of the tank shall be sloped so that water will not accumulate.

SECTION 13210 – Page 5

2. A secondary impervious barrier around the primary tank shall be encased by a concrete vault that is minimum 6” thick with minimum design strength of 4000 psi at 28 days. The vault protects both the primary tank and impervious barrier from damage. The concrete design shall include the following for long-term durability: less than 3% air entrainment, water-reducing admixture, and steel reinforcing bars.

Concrete placement shall be monolithic (without seams) and placement methods shall ensure the absence of voids on all sides and beneath the primary tank. The vault shall have concrete support legs of unitized monolithic construction raising the concrete enclosure a minimum of 3” above the ground to meet visual inspection requirements. A mid-level seam or other joint construction which could compromise the liquid tightness (secondary containment) and fire protection capability of the vault is not permitted. The monitoring tube provides a means to detect product leakage from the primary tank into fire protection material that directly surrounds it.

c. Fire Protection: Provide two (2) hours fire rating.

d. Thermal and Corrosion Protection: AST construction shall include thermal insulation equivalent of R10 or 0.25 inches of polystyrene to protect against temperature extremes. Provide either a factory applied cladding/coating on exterior surface of the secondary leak containment tank and all steel components exterior to the tank that resists corrosion meeting requirements of ASTM B 117, or exposed aggregate with cement sealer and then coated with gloss urethane finish coat. The total dry thickness shall be a minimum of 1/8 inch. All threaded openings and flanges shall be protected during the cladding/coating process. The cladding/coating shall come with a minimum ten (10) years warranty.

e. Other Protection: The AST shall be tested by a qualified engineering firm to be resistant to penetration of the primary tank from blast and high impact devices, such as, a 150 grain, M 2 Bullet, traveling at a velocity of at least 2700 feet per second, when fired from a .30 caliber rifle, located a maximum of 100 feet from the target. The AST must be able to be repaired in the field by a factory representative, when impacted by a bullet. The factory representative must be able to certify that the primary and secondary containment do not leak, and that the fire protective material regains its minimum two (2) hours rating.

f. Overspill Protection: Provide the following methods:

(1) Direct reading level gauge visible from the fill pipe access.

(2) Audible and visible high level alarm.

g. Signage: Signage shall be recessed in exterior of cladding/coating to ensure against damage.

h. Fuel Pump: Provide a submersible pump for gasoline fuel atop the new storage tank. Pump and motor combination shall operate efficiently totally submerged in product of storage tank. When pump only is submerged, pump shall be driven by explosion-proof motor for Class I, Division l, Group D hazardous locations as defined in NFPA 70. The pump shall meet the minimum HP required for a maximum fuel delivery rate at the dispensing unit of 12 to 18 gallons per minute at maximum working pressure of 25 psig with one nozzle flowing fully extended in length.

Install on discharge side of each pump, an approved line leak detection

SECTION 13210 – Page 6 device by pump manufacturer which will prohibit pump operation when fuel piping is not liquid-tight. Provide clearance of 5 to 7 inches between inside bottom of the tank and pump inlet. Pump shall be operated by an on/off switch at the fuel dispenser and a clearly labeled emergency stop shunt switch by the tank. Pump shall be equipped with thermal overload protection.

i. Meter: The meter shall be a four wheels mechanical flow type with a large easy to read display, flow ports can be positioned vertically or horizontally, UL listed, rated for gasoline fuel at flow rates of 6 to 40 gpm with +/- 2% accuracy and rated for 50 psig. The meter shall have 11/2 inches NPTF threaded inlet and outlet. The meter shall be integral with the fuel pump.

2.2 AST ACCESSORIES

Provide the following accessories by manufacturer of the new gasoline tank or others. All accessories shall conform to NFPA 30, NFPA 30A, and local regulations and be compatible with gasoline fuel. All external and internal threads of AST accessories shall be Dryseal (NPTF) conforming to ASME B1.20.3, except those accessories that connect with the dispenser, pump, and tank. Accessories that connect with the dispenser, pump, and tank shall be General Purpose (NPT) conforming to ASME B1.20.1.

2.2.1 Filter

Provide pump manufacturer's standard particulate fuel filter with resin-impregnated cellulose media for the removal of dirt, rust and microbes to 30 Microns. Filter shall be rated for 40 gpm and 50 psig. Provide filter attachment to 11/2 inches pipe size.

2.2.2 Tank Level Gage

Provide tank manufacturer's standard cataloged level gage.

2.2.3 Vents

Provide two (2) inches diameter atmospheric and six (6) inches diameter emergency vents.

2.2.4 Valves

Provide the valves in compliance with NFPA 30 and NFPA 30A. Install valves in accordance with manufacturers’ instructions. Valves shall be compatible with no. 2 and gasoline fuels.

2.2.4.1 Overfill Prevention Valve

Provide in the AST fill port to prevent overfills by closing when liquid level reaches 95% full. The valve shall have a built-in bleed hole that allows the fill hose pressure to be relieved after the valve closes and provides anti-siphon protection for the valve. The valve shall be used in conjunction with the remote fill box. Provide an adaptor to mount with aluminum drop tubes. The valve shall be constructed with anodized aluminum body, brass/stainless steel internal components, stainless steel linkage.

The minimum flow requirement for valve operation shall be 5 psig & 5 gpm.

Valve shall NOT function in gravity fill applications. Once closed the valve shall allow flow of less than 2% of max flow rate to relieve fill line pressure. A tight fill is required for the valve to operate. Do not

SECTION 13210 – Page 7 substitute any other fill adaptors for the special adaptor supplied. The valve must be used with clean product. Debris from products such as contaminated used oil may cause the valve to function improperly. The valves are rated for a maximum pressure of 100 PSI.

2.2.4.2 Shutoff and Drain Ball Valves

The valves shall be constructed of stainless steel body and ball with pure PTFE Teflon® seal. Features shall be female NPTF threaded inlet and outlet;

quarter turn operation; full port for maximum flow and minimum pressure drop;

can be operated in partial open position for flow control; double seal allows the valve to be operated in both directions; blowout-proof stem; 1000 psig non-shock cold working pressure; lockable with a padlock.

2.2.4.3 Check Valve

The valve shall be constructed with ductile iron body and cap. Internal components shall be ductile and stainless steel with Teflon® gasket and stainless steel and Viton® expansion relief valve. The valve shall be designed to prevent backflow in horizontal piping systems. Swing check valves allow liquid to flow in a single direction. Features shall be durable metal-to-metal seats; thermal expansion relief available in 25 or 50 psig settings; 200 psig cold non-shock pressure limit.

2.2.4.4 Pressure Relief Valve

The valve shall have expansion relief of 25 PSI. The valve is designed to be installed in the piping system above the top of the tank. Features shall be the ability to be installed in both horizontal and vertical piping; wetted components are constructed of 304/316 stainless steel/Viton® GF; maximum working pressure of 200 psig; working temperature range of -40°F to 300°F.

2.3 DISPENSING SYSTEMS

The dispensing systems at Point Judith shall consist of gasoline and diesel dispensing units, wiring, cabling, and accessory equipment. Submit copies of dispensing systems to the Contracting Officer for approval.

2.3.1 Product Dispensing Unit

Provide remote, manually controlled, single sided, cabinet type, with one hose outlet for single product delivery flow rate between 12 and 18 gallons per minute from each nozzle. Frame shall be powder coated 304 stainless steel and capable of resisting normal vertical and lateral loads and secured to concrete wharf with anchor bolts. Provide an integral factory fabricated leak containment and monitoring pan, minimum 11 gallons at the base of dispenser. Exterior panels shall be 316 stainless steel brush finish.

Provide a dispenser that has the following integral components:

a. Meter: Electro-mechanical flow meter with resettable, large, six-digits, volume only LCD display in gallons and a non-resettable totalizer for each product volume.

b. Filter: Replaceable filter element on each product line with a nominal filtration efficiency of 25 microns with a flow rating equal to the rate of the dispensing unit.

c. Accessories: Equip each assembly with accessories such as built-in air eliminators, pressure relief, check, and emergency shut-off valves

SECTION 13210 – Page 8 as required by NFPA 30 and 30A. Install centering ring or stabilizer bar to ensure proper shearing action for emergency shut-off valve if a dispensing unit is knocked from its support.

d. Interlock: Units shall include nozzle supports interlocked to pump motor control switch to start and stop the pump by nozzle removal and replacement. Provide each unit with interlock switch and valve arrangement that prevents flow of product until meter is reset after dispensing nozzle is returned to holder.

e. Hose/Reel: Provide dispensing hose conforming to UL 330, gasoline and diesel fuel resistant, statically grounded, flexible in sub-zero temperatures. Provide 1" diameter and minimum 100 feet of hose for each product line on the dispenser. Provide each hose on a motorized hose reel to facilitate handling of the hose.

f. Nozzle: Dispensing nozzles shall be automatic shutoff type, without latch-open device, aluminum body, and full hand insulator to prevent splash-back.

g. Breakaway device: Provide each product hose with UL listed emergency breakaway device designed to retain liquid on both sides of breakaway point. Breakaway device shall have pressure balancing chamber to override line pressure to prevent nuisance breaks caused by a restriction in delivery hose diameter.

h. Pump: See the new fuel storage tank requirements. Pump atop tank shall be operated by an on/off switch at the fuel dispenser.

i. Motors: Each motor shall be sized to start and drive equipment at specified capacity and duty cycle without exceeding nameplate rating of motor when operating at proper electrical system voltage.

Installation of electrical equipment at dispensers, motors, and pump starter controllers shall be in compliance with Class l, Group D hazardous location.

2.4 LEAK DETECTION SYSTEM

Provide continuous surveillance probe type leak and overfill detection system utilizing electro-optics for diesel and gasoline fuel systems. System shall be suitable for operation in NFPA 70, Class 1, Group D environment. The system shall provide non-distinguishing leak detection of the AST’s interstitial containment space and dispenser sump. Also, it shall provide overfill detection of the AST. Sensor output and transmission shall be electronic. Probe mounting system shall not restrict the flow of liquid to the sensing area of the probes. Sensor output shall provide control signal to the alarm controller specified in this section.

2.4.1 Alarm Controller

Alarm controller to be NEMA 4X panel with remote sensor test capability at utilizing test button. When pressed the test button will test entire system electronics from controller to sensors. Controller to be UL listed to provide intrinsically safe output circuits to electro-optic sensors in NFPA 70, Class I, Group D hazardous locations. Controller must monitor both interstitial space and 90% high level in tank for presence of liquid. Each alarm condition to be visually indicated by a dedicated red L.E.D. indicator which is to remain lit until alarm condition is corrected. Each alarm condition shall be audibly annunciated via a 95-decibel piezoelectric pulsing

SECTION 13210 – Page 9 horn which can be silenced via the horn silence button. Controller shall also provide a green “system detecting” indicator. Each alarm shall have N.O. dry contacts for control purposes, as well as low voltage outputs for NEMA 4X remote audio / visual alarm panel. The alarm controller shall be mounted per manufacturer’s instruction at five feet height as shown inside of Boathouse.

2.4.2 Remote Alarm Horn

Remote audio / visual NEMA 4X alarm horn shall be mounted at the recommended height by manufacturer outside of Boathouse facing the shore. Each alarm condition shall be audibly annunciated via a 95-decibel piezoelectric pulsing horn with auto time out. Visual beacon shall be adequate in size to see from Station Building ashore.

2.4.3 Leak Detection Sensors

Leak detection non-distinguishing sensors shall be for storage tank interstitial space and pipe transition sump. Sensors to be self diagnostic with dry condition creating a normally closed light beam and an alarm condition opening (refracting) the normally closed light beam. Sensors and console shall be UL listed and third party tested as a system.

2.4.4 Overfill Sensor

High level sensor shall be of proper length to alarm at 90% of tank capacity.

Sensor shall be self diagnostic with dry condition creating a normally closed light beam and an alarm condition opening (refracting) the normally closed light beam. Sensor and console shall be UL listed and third party tested as a system.

2.5 PIPING SYSTEMS

Provide new piping systems with factory fabricated continuous piping connecting the fuel tanks with the fuel dispensers. The systems include 11/2" diameter primary product piping with secondary containment inside a flexible metallic conduit. The construction of the piping systems shall provide fire protection, impact resistance, and UV stability in a marine environment. The piping systems shall reduce installation time in the field and can be installed similar to the diesel piping onshore. Provide adequate supports for piping along the alongside tanks, the ground, and under and above timber wharf. DO NOT use other piping as supports. Provide flexible connectors to fuel equipment. All external and internal threads of piping systems shall be Dryseal (NPTF) conforming to ASME B1.20.3, except piping systems that connect with the dispenser, pump, and tank. Piping systems that connect with the dispenser, pump, and tank shall have General Purpose (NPT) threads conforming to ASME B1.20.1.

2.5.1 Primary Product and Secondary Piping

Provide flexible nylon primary piping with outer polyester film and secondary fluted nylon fiber layers bonded together. Assembled with clamshell and swage booted fittings. Piping shall be chemically compatible with the type of fuel to be handled.

2.5.2 Metallic Duct

The metal duct, the innermost layer of the ducting, shall consist of a smooth, double strip-wound galvanized steel layer, which is flexible yet

SECTION 13210 – Page 10 impact resistant. This layer is then covered with a 1/8 inch thick thermoplastic coating that provides additional sealing to the steel layer assuring fluid tightness. The thermoplastic coating shall contain a fire retardant and UV resistant material. This duct adds fire protection, impact resistance and UV stability to the whole fabricated piping system. For ease of installation the flexible metallic ducting shall be supplied containing the fabricated primary product & secondary containment piping assembly.

2.5.3 Flexible Piping Connectors

Provide flexible stainless steel double walled braided hose pipe connectors of suitable length to fuel equipment. Material shall be Austenitic 300 series stainless steel. Working pressure shall be 150/50 psig and burst pressure shall be 600 psig. Bend radius limited to 41/2”. Size shall be 11/2” diameter by 30” long male by male swivel type. Comply with NFPA and UFC codes.

2.5.4 Pipe Hangers and Supports

Comply with MSS SP-58 and MSS SP-69. Provide galvanized pipe clips with the hanger spacing requirements of MSS SP-69. Attach clips securely with galvanized steel through bolts, washers, and nuts to each vertical 6”x8” timber post of the traffic barriers, four (4) feet apart, with a 1/8” per foot pitch downward from the existing dispenser towards the new pipe sump.

2.5.5 Dielectric Connections

Provide dielectric connections at piping connections of dissimilar metals.

2.6 ELECTRICAL REQUIREMENTS

Provide switches and devices necessary for the tank electrical systems system; wiring, fittings, and components shall be explosion-proof in compliance with applicable requirements of UL 698, and UL 886 for Class I, Division l, Group C and D hazardous locations. Electrical installations shall conform to requirements of NFPA 70.

3.1 INSTALLATION

Install the new AST and its components and accessories, leak detection and piping systems, and other connections in accordance with NFPA 30, NFPA 30A, and manufacturers’ instructions in locations of existing materials once removed. Install pipe hangers and supports for new fuel piping every 4 feet to effect in an 1/8” per foot pitch downward between the existing dispenser and the pipe transition sump. Support new piping, filter, pump, and valves at a foot from the top and bottom of supply pipe riser from the new tank and to the concrete pad. See attached drawings for further details.

3.1.1 Threaded Connections

To ensure proper alignment without cross-threading hand assemble threaded connections for a minimum five threads or further to a point where a tool is needed to apply the proper torque to make a leak-tight joint. Install NPTF threaded connections conforming to ASME B1.20.3 using compatible petroleum liquid-tight sealants as lubricants. Install NPT threaded connections conforming to ASME B1.20.1 using compatible petroleum liquid-tight sealants.

SECTION 13210 – Page 11

NPTF threads that are not available in standard products shall be custom procured or formed and ENSURE THE ASSOCIATED COSTS ARE ACCOUNTED IN YOUR BID.

3.1.2 Fuel Storage Tanks

Pitch new fuel piping connections towards the tanks. Support new piping and valves every 6 feet, or as required by pipe size with fluid per industry standards. Provide restraints to protect tank displacement and damage from flood, hurricane, and seismic events.

3.1.3 Piping

Handle pipe and accessories to ensure sound, undamaged condition. Piping shall be free of traps and drain toward tank. Where steel piping is to be anchored, weld pipe to structural steel member of anchor and patch abraded areas with protective coating or covering. Fit piping passing through building structures with sleeves. Each sleeve shall be of sufficient length to pass through entire structural member and large enough for an l/2 inch clearance between pipe and sleeve. Sleeves shall be of an approved material and located on center with piping and fastened in place. Caulk space between sleeves and pipe designed for such use.

3.1.4 Dispenser

At Point Judith install at existing Boathouse as shown. Provide product piping, filter, ball and check valves, and electrical connections for the dispenser. Install dispenser in accordance with manufacturers' instructions with leak detector for monitoring base sump.

3.2 FIELD TESTING AND TRAINING

Prior to application of test pressure, remove or valve off piping components which may be damaged by test, including tank, and install a calibrated test gage in the system. Maintain test pressure for at least one hour on all new piping work. In the event of leakage, locate and repair leak and repeat test. Submit a field acceptance test report for each new AST system installation and each new piping system installation.

3.2.1 Piping System Test

After tank erection and installation of valves and piping, test piping. Test the product piping with pneumatic pressure to 1.5 times the working pressure or 50 psig, whichever greater. Take care not to exceed pressure rating of various fittings such as the dry break vapor line adapter. Maintain pressure in piping for at least 1 hour during which there shall be no drop in pressure in each line greater than that allowed for thermal expansion and contraction.

Furnish tapped test adapted fittings that can be attached to each end of the section of line being tested that will permit direct connection to the piping from air compressor. No taps in line will be permitted.