Statement of Work (SOW) Replace POL Ground Storage Tanks dated 5 April 2022.pdf

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DEPARTMENT OF THE AIR FORCE

167 AIRLIFT WING

CIVIL ENGINEER SQUADRON

MARTINSBURG, WV

STATEMENT OF WORK

REPLACE POL GROUND STORAGE TANKS

PROJECT NO.

PJVY 212070

DEPARTMENT OF THE AIR FORCE

167th CIVIL ENGINEERING SQUADRON

SHEPHERD FIELD AIR NATIONAL GUARD BASE

MARTINSBURG, WV

REV: 5 April 2022

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1. GENERAL INFORMATION

1.1. DEFINITION OF TERMS

1.1.1. GOVERNMENT refers to the United States GOVERNMENT and the

United States Air Force as represented by the United States

CONTRACTING OFFICER or their designated representative, the

CONTRACTING OFFICER’s REPRESENTATIVE (COR) from the 167th

Civil Engineering Squadron.

1.1.2. CONTRACTOR refers to the CONTRACTOR, the SUBCONTRACTOR for the CONTRACTOR, any and all CONTRACTOR and

SUBCONTRACTOR employees or personnel, the CONTRACTOR’s tools, and the CONTRACTOR’s vehicles and equipment.

1.1.3. NOTICE TO PROCEED (NTP) provides written notification that the

CONTRACTOR may begin work. This shall allow the CONTRACTOR to begin submittals, site work, mobilization, etc. NTP shall be issued within

15 days of award. Project schedule shall be submitted within 5 days of

NTP.

1.1.4. PERIOD OF PERFORMANCE (PoP) begins with the NOTICE TO

PROCEED and ends after the final acceptance of the construction.

1.2. ABBREVIATIONS / ACRONYMS

KO: CONTRACTING OFFICER

COR: CONTRACTING OFFICER’s REPRESENTATIVE

PoP: Period of Performance

OTHERS: Workmen under the employ of Other CONTRACTORS or the

GOVERNMENT.

GFE: GOVERNMENT Furnished Equipment

NTP: Notice To Proceed provided by the CONTRACTING OFFICER

SOW: Statement of Work

ECPs Entry Control Points

OSHA: Occupational Safety and Health Administration

ASTM: American Society for Testing and Materials

UFC: Unified Facilities Criteria (Design Manual)

UFGS: Unified Facilities Guide Specifications

QA/QC: Quality Assurance / Quality Control

EM: Environmental Manager

MSDS: Material Safety Data Sheet

VECP: Value Engineering Contract Proposal

IAW: In Accordance With

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1.3. INSTALLATION STANDARDS

1.3.1. **NO MATERIAL SHALL BE ORDERED AND NO WORK SHALL

BE PERFORMED PRIOR TO ISSUANCE OF NTP BY THE KO.**

1.3.2. Repairs, replacements, new installations and re-installations shall conform to the “best practices” for building constructions, renovations and maintenance activities as specified by the installation Standards referenced below. The workmanship shall meet the requirements of these Standards and as normally provided by experienced trades personnel. The

CONTRACTING OFFICER or COR must approve the workmanship as provided by representative samples from the CONTRACTOR prior to installation.

1.3.3. CONTRACTOR shall follow standards for electrical installations pertaining to fire protection and personnel safety found in the current US

National Electric Code (NEC).

1.3.4. CONTRACTOR shall follow standards for worker safety found in

Occupational Safety and Health Administration (OSHA) requirements, EM385-1-1, National Electric Safety Code, and other similar Standards.

1.3.5. CONTRACTOR is responsible for disposal of all waste material to include non-hazardous and hazardous waste and shall comply with all Federal, State, and Local environmental laws and regulations and coordinate with

Base Environmental Management Office (EMO).

1.3.6. CONTRACTOR shall adhere to all Unified Facilities Criteria (UFC) and

United Facilities Guide Specifications. The current US National Electric

Code (NEC), Plumbing Codes, International Building Code (IBC), and the

West Virginia Building Code (WVBC) shall be the minimum construction standard allowed.

1.3.7. The CONTRACTOR shall perform site preparation as required in accordance with drawings and specifications included within this Statement of Work (SOW). Questions pertaining to the depth and extent of the site preparation shall be directed to the CONTRACTING OFFICER’s

REPRESENTATIVE (COR). Alteration of existing surfaces or facilities, not identified by the GOVERNMENT, shall not occur. CONTRACTOR shall be responsible for any damage to any surfaces, structures or facilities not identified by the GOVERNMENT for alteration and shall be repaired to the COR’s approval at the CONTRACTOR’s expense.

1.3.8. The CONTRACTOR shall provide all labor, material, tools, equipment, and supervision and all other items necessary to complete the work in accordance with all portions of the SOW. The CONTRACTOR shall conduct all work in a professional manner, in accordance with traditionally recognized construction practices and techniques.

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1.3.9. It is the CONTRACTOR’s responsibility to field verify all conditions and measurements provided in this statement of work are accurate.

CONTRACTOR assumes full monetary responsibility for any and all additional work, materials, or equipment required to complete the project that was not included in the statement of work that a reasonable site inspection would have revealed. CONTRACTOR shall not be responsible for conditions that a reasonable site inspection would not have revealed.

1.3.10. The CONTRACTOR is encouraged to develop, prepare, and submit Value

Engineering Change Proposals (VECP’s) voluntarily. The Contractor shall share in any net acquisition savings realized from accepted VECP’s, in accordance with the incentive sharing rates in paragraph (f) of 52.248-1 in the FAR. If a VECP is accepted, the Contractor shall share in net acquisition savings of between 50 - 75 percent or as negotiated by KO and as described in the FAR.

1.4. SECURITY

1.4.1. CONTRACTOR shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the COR. CONTRACTOR shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of

Emergency Services or local Security Office. CONTRACTOR shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection

Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

1.4.2. CONTRACTOR and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National

Crime Information Center Interstate Identification Index (NCIC-III) and

Terrorist Screening Database (TSDB) (AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

1.4.3. CONTRACTOR employees, to include sub-contractor employees, requiring access Government Installations, Facilities and Controlled

Access areas shall complete AT Level I awareness training within 10 days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Certificates of completion for each contractor employee and sub-contractor employee will be maintained by the COR or Antiterrorism Representative. AT level I

Awareness Training is available at the following website: http://jko.jten.mil http://jko.jten.mil/

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1.4.4. CONTRACTOR personnel shall comply with Martinsburg Air National

Guard Base CONTRACTOR Escort and Security policies per this SOW.

Violations of these policies may result in termination of the contract.

Compliance with security requirements shall not be a basis for failing to complete work in the required PoP.

1.4.5. CONTRACTOR shall obtain base passes/badges for all personnel working onsite prior to arriving at the base. Badging process takes 2 weeks from date badging request is submitted. CONTRACTOR shall submit 167 SFS

Form and a copy of individuals Driver’s License for all personnel working on-base. Contractor shall receive a “Clear” or “Not Clear” from the badging office within 2 weeks of submission.

1.4.6. All deliveries shall be screened at the gate but do NOT require badge.

Deliveries must be for material only and do not include any work/labor.

1.5. STANDARD PRODUCTS

1.5.1. The CONTRACTING OFFICER and COR must approve all material submittals prior to procurement. Materials substitution after submittal approvals shall not be allowed without approval by KO.

1.5.2. Materials such as sealants, adhesives, water-proofing or fire-proofing must comply with standards set forth by UL, ASTM, and IEC and listed for the specific use intended.

1.5.3. CONTRACTOR shall allow for a 2 week turnaround on all RFI, Submittal, Permits, or badging requests to allow for GOVERNMENT review.

1.5.4. In the event of conflict among the Specifications, Drawings and/or

Technical Instructions, the CONTRACTOR shall bring such conflict to the attention of the CONTRACTING OFFICER immediately for resolution before proceeding with the work involved.

1.5.5. Documentation shall be provided for each submittal. As a minimum, the documentation shall include the AF 3000 cover, a catalog sheet of the specific product and the product technical information. When required, a sample of the product/equipment or material must accompany the submission.

1.5.6. All chemical materials to be used in this SOW shall be documented on the

Transient Organizational Hazardous Material Inventory form. An SDS

(Safety Data Sheet) shall be submitted for all chemicals listed.

1.6. SUBMITTALS

1.6.1. Material submittals are required unless approval from the COR or KO has been granted otherwise. All Material Submittals, Design Drawings and

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Specifications are to be submitted to the COR with an Air Force Form

3000 for approval. Submittals, Drawings and Specifications shall be reviewed by the COR and KO prior to install.

1.6.2. CONTRACTOR shall provide a detailed Project Schedule in Gantt style format within 5 days of NTP, identifying milestone dates, to the COR for approval before any work is to be performed on-site. If a change in the schedule is required, the CONTRACTOR shall resubmit the Progress

Schedule in electronic format to the COR for approval.

1.6.3. CONTRACTOR shall provide Progress Reports submitted at

Construction Progress Meetings to the COR and KO. Progress Reports shall track the CONTRACTOR’s progress in relation to the approved

Progress Schedule as well as assist in computing partial payments.

1.6.4. CONTRACTOR shall provide a list of all chemical materials to be used on the project to the EM using Transient Organization Hazardous Material

Inventory at minimum 15 days prior to use.

1.6.5. CONTRACTOR shall provide Material Safety Data Sheet (MSDS) to

EM 15 days prior to beginning construction.

1.6.6. CONTRACTOR shall ensure 60% waste diversion IAW Feb 2008 DoD

Integrated (Non-Hazardous) Solid Waste Management Policy.

CONTRACTOR shall track and report to COR the volume of solid waste

(C & D) disposal and recycling costs incurred using Post-Project Waste

Diversion Report at progress meetings.

1.7. PERMITS / CERTIFICATION

1.7.1. CONTRACTOR is responsible for obtaining all required base passes, badges, dig permits, utility locates and all other permits required to complete the work described in this SOW.

1.7.2. CONTRACTOR shall obtain Burn Permit for any and all hot work to be performed on base 24 hours in advance through the base Fire Department at 304-616-5277.

1.7.3. CONTRACTOR must submit and obtain an approved dig permit from

West Virginia 811 prior to start of any site work. Permits request must be made 48 hours in advance. If damage or injury occurs from digging without a dig permit the CONTRACTOR shall be responsible for all repairs at no additional cost to the government. The CONTRACTOR shall keep a copy of approved dig permit on site at all times.

1.7.4. If total disturbed surface area of the project is greater than 1 acre

CONTRACTOR must submit a Storm Water Pollution Prevention Plan

(SWPPP) for approved by Berkeley County Engineer (30 day review

Page | 7 process). CONTRACTOR shall then submit a Notice of Intent (NOI) to the WV Environmental Protection Agency (OEPA) 21 days prior to start of construction and receive the Director’s Authorization before construction begins. CONTRACTOR shall provide a copy of the NOI, Director’s

Authorization, SWPPP, and SWPPP inspections to Environmental

Management Office (EMO).

1.7.5. The CONTRACTOR shall employ and provide a licensed electrician, prior to the start of any electrical work, knowledgeable of the work and conforming to the requirements of the National Electrical Code (NEC). The licensed electrician must provide a current valid certification prior to the start of any electrical work.

1.8. QUALITY ASSURANCE / QUALITY CONTROL

1.8.1. The CONTRACTOR shall supply appropriate supervision and QA/QC for each task of the project to ensure the workmanship and product reflect the

SOW and drawings. This project is commercial grade and only commercial type equipment and fixtures shall be accepted. The KO or COR may periodically perform QA checks as deemed necessary at any time during the PoP. These checks do not relieve the CONTRACTOR of the obligations under this SOW to provide a complete and usable system.

1.9. PERSONNEL

1.9.1. The CONTRACTOR shall identify a full time Superintendent who shall be responsible for all onsite activities. CONTRACTOR shall submit name(s) of Superintendent to COR prior to issuance of NTP. The Superintendent shall have the authority to make in the field decisions (to be approved by

COR), which may arise in day-to-day operations without delay that does not affect cost or scope of project.

1.9.2. The GOVERNMENT is not liable for any injury incurred by

CONTRACTOR, CONTRACTOR personnel or other persons while they are on site. CONTRACTOR shall take full responsibility for the safety of all personnel within the project site.

1.9.3. The CONTRACTOR shall access CMRA website; https://www.ecmra.mil and report all CONTRACTOR manpower, including sub-contractors, required for the performance on this contract.

1.10. ENVIRONMENTAL AND SAFETY

1.10.1. The CONTRACTOR is responsible for all costs incurred for clean-up, sampling analyses, and disposal of spill debris as a result of Contractor’s actions. CONTRACTOR shall report all spills to EMO. If appropriate, cost incurred for clean-up by the 167th for CONTRACTOR’S actions will be reimbursed to the 167th from CONTRACTOR.

https://www.ecmra.mil/

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1.10.2. The CONTRACTOR shall ensure that all personnel receive Environmental

Management System (EMS) Awareness training and a copy of the Base

Environmental Policy. A copy of the training can be obtained from the

167h Base EMO.

1.10.3. The CONTRACTOR shall abide by the Asbestos Notification

Requirements as outlined on the WV EPA website. This includes notification of the WV EPA upon the disturbance of more than 260 LF of piping, 160 SF on other facility components, or 35 CF of contaminated material.

1.10.4. The CONTRACTOR shall abide by the WV EPA Green Procurement

Program as outlined on the USEPA website.

1.10.5. The CONTRACTOR shall stop work and contact the 167th Base

Environmental Management Office upon unearthing any historical or cultural artifacts during construction.

1.10.6. The CONTRACTOR shall obtain all required permits and adhere to and abide by environmental requirements as stipulated by 167th Base EMO.

This shall include but is not limited to the following forms:

1. Transient Organization Hazardous Material Inventory

2. Post-Project Waste Diversion Report

1.10.7. The CONTRACTOR shall perform a jobsite cleanup each day and remove all debris and refuse from the site, to the satisfaction of the COR.

Unoccupied areas to be broom swept daily. Occupied areas shall be kept free of dust and debris at all times.

1.10.8. The CONTRACTOR shall ensure that employees are supplied and use proper safety equipment (i.e. gloves, safety boots) described in EM 385 &

EM 304 and follow safe work procedures, which protect CONTRACTOR employees and personnel in the vicinity of the job site in accordance with all current OSHA requirements. The CONTRACTOR shall assume any liability for any injury incurred by CONTRACTOR personnel while working on site.

1.10.9. CONTRACTOR shall maintain awareness to all NATIONAL DISASTER /

THUNDER STORM / TORNADO WATCH / TORNADO WARNING /

LIGHTNING / HAZMAT RESPONSES:

1. Follow all Giant Voice Announcements as directed

2. Discontinue outside/inside work and seek shelter in designated shelter area or building as directed

3. Follow directions from Shelter Manager or Senior Military

Official

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1.10.10. In case of an emergency CONTRACTOR shall dial 911 then alert COR and/or KO within 1 hour of incident.

2. CONTRACT REQUIREMENTS

2.1. GENERAL WORK DESCRIPTION

2.1.1. This project consist of removing and replacing two each 5,000gal fuel tanks and one 3,500gal tank. All new controls, monitoring and pumps shall be installed on new vessels to meet UFC 3-460-01 standards. New tanks shall have stair and platform access with handrail fall protection surrounding each tank.

2.2. GOVERNMENT FURNISHED EQUIPMENT / PROPERTY

2.2.1. The GOVERNMENT shall provide basic/minimal documents describing the work required in this SOW.

2.2.2. The GOVERNMENT shall provide the CONTRACTOR access to the site to include all areas of work described in this SOW.

2.2.3. The GOVERNMENT shall provide no other equipment, services, or property.

2.2.4. CONTRACTOR shall ensure all Government Provided Equipment in work area remain protected, operational, and dust free throughout the project.

2.3. PERIOD OF PERFORMANCE

2.3.1. **NO MATERIAL SHALL BE ORDERED AND NO WORK SHALL

BE PERFORMED PRIOR TO ISSUANCE OF NTP BY THE KO.**

2.3.2. CONTRACTOR shall have a maximum of 270 business days from the initial Notice to Proceed (NTP) to complete the project including any design and construction. Any changes or extensions to this time period need prior approval from the CONTRACTING OFFICER.

2.3.3. CONTRACTOR shall have access to the site from 7:00 am - 4:00 pm

Monday - Friday. CONTRACTOR will not have access to the site on

Weekends, Off Mondays and Government Holidays unless approved by

COR prior.

2.4. COMPLETION

2.4.1. The COR shall certify performance and final completion of this contract.

2.4.2. The CONTRACTOR shall restore any disturbed areas at the direction of the KO to include seed and straw, providing fill, and grading areas to

Page | 10 previous site conditions. Grass must take root and cover more than 80% of the disturbed area prior to approval for final billing. Grass seed mix shall be an 80/20 Mix of Tall Fescue + Kentucky Bluegrass seed mix.

2.4.3. The CONTRACTOR shall schedule a Pre-Final Inspection with KO and

COR at least 10 days prior to end of PoP. Any Punch List items will be identified and recorded at this time. CONTRACTOR shall have 10 days to address these items.

2.4.4. CONTRACTOR shall schedule a Final Inspection with KO and COR upon completion of all Punch List and within 10 days of the Pre-Final

Inspection. This inspection will confirm that all Punch List items have been corrected. Upon completion of the Final Inspection the

GOVERNMENT shall take over ownership of the project.

2.5. PROJECT CLOSEOUT DOCUMENTS

2.5.1. CONTRACTOR shall submit a 1354 Worksheet to COR within 10 days of project completion.

2.5.2. CONTRACTOR shall submit Post-Project Waste Diversion Report to

COR within 10 days of project completion

2.5.3. CONTRACTOR shall submit Release of Claims to COR within 10 days of project completion.

2.5.4. CONTRACTOR shall submit Red Line Drawings to COR within 10 days of project completion.

2.5.5. CONTRACTOR shall submit 1 Year Warranty letter signed by company representative to COR within 10 days of project completion.

2.5.6. CONTRACTOR shall recover all base passes/badges upon job completion and return to COR within 5 days after project completion.

2.6. REQUIRED WARRANTIES

2.6.1. The CONTRACTOR shall provide a 1 Year Warranty on all material, labor, and installed equipment IAW this SOW and in conjunction with any additional manufacturer’s warranties.

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3. DETAILED DESCRIPTION OF WORK

3.1. DELEGATED DESIGN

3.1.1. CONTRACTOR shall submit delegated design to COR, for approval prior to work, showing locations and method of tank installation, for each tank.

The submitted design shall include the planned layout of the catwalks and the access stairs (dimensions, heights, materials).

3.1.2. Pumps provided with each tank shall be adequately sized to overcome any gravity induced loads at the point of dispensing.

3.1.3. The design, installation, and function is to follow UFC 3-460-01 as well as all applicable local, state, and federal requirements.

3.2. INSTALLATION

3.2.1. CONTRACTOR shall install new diesel tanks such that at least one tank is functional at all times. In other words the first existing diesel tank is to be demolished with the other existing diesel tank still functional. The second existing diesel tank will not be demolished until the first new diesel tank is fully operational. The unleaded gasoline tank can be demolished according to the Contractor’s approved schedule.

3.2.2. FUEL STORAGE VESSEL SERVICE ACTIONS: The following actions are applicable to all three fuel tanks that will be located on the existing installation (base) provided infrastructure near existing facility 302. The below enumerated actions are not listed in any specific order of accomplishment but are ones that must be performed as a minimum.

3.2.2.1. Coordinate delivery of the three fuel tanks with the 167th Civil

Engineer Squadron for directions to new tank location.

3.2.2.2. Provide unloading/placement equipment and operator (presumed to be a crane) of adequate capacity and capability to offload and place tanks onto government prepared/provided concrete pads.

3.2.2.3. All tanks are to be installed, connected, and functioning as required by the manufacturer. All tank functions are to be tested per manufacturer recommendations.

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3.2.2.4. Connect power wiring to five (3) fuel pumps and other miscellaneous powered equipment on these tanks. Additional necessary power shall be made available to support the tank.

3.2.2.5. Secure tanks to concrete pads. Method shall be in accordance with the tank manufacturer and Steel Tank Institute directions/requirements.

3.2.2.6. Provide earth grounding of tank and equipment in accordance with

NFPA 70 and API RP 2003.

3.2.2.7. Connect issue pump discharges to existing piping to dispenser facility.

3.2.2.8. Install all loose shipped items such as walkways, stairs, vent piping, pumps, etc.

3.2.2.9. Coordinate delivery of fuel products to each tank with the 167th

AW Fuel Superintendent. Using government provided fuel check vessel, appurtenances and all equipment for leaks and serviceability.

Correct all leaks noted.

3.2.2.10. Touch up chipped or scratched paint surface of vessels, piping, equipment and any other factory painted surfaces.

3.2.2.11. Coordinate desired facility site visits with government Project

Manager, MSgt Matt Laign, (304) 616-5217.

3.3. CLIN 001 - INSTALL TANK 2317

3.3.1. Purchase and deliver to the above installation one each (1 ea.) 5,000 gallon tank with the following features, accessories and attributes:

3.3.2. Product to be stored: DIESEL FUEL.

3.3.3. Tank shall be UL Listed 2085 Double Wall Cylindrical Fire Protected.

3.3.4. Issue piping shall be connected to existing piping from previous tanks.

3.3.5. Tank manufactured by Highland Tank Co., EnviroSafe Above-Ground

Fuel Tank Company, Modern Welding Tank Co., or approved equal.

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3.3.6. Tank name plate listing the following information: Manufacturer’s name, address, model number and/or serial number, shell capacity. Construct plate of stainless steel. Install plate with permanent adhesive, adhesive to be impervious to fuels stored in tanks.

3.3.7. Monitored interstice with alarm activation upon sensing of liquid within the space. Alarm shall be connected to existing monitoring system.

3.3.8. Tank mounted on steel saddles. Saddles shall be seal welded to tank shell.

3.3.9. 1% tank slope built into tank saddles. Slope tank from issue end to receipt end.

3.3.10. Configure tank such that receipt occurs at the low end of the tank. Issue will occur at the opposite (high) end of the tank.

3.3.11. Manual gauging port with striker plate welded to tanks bottom with lockable, sealing hinged lid. Minimum size: 2”.

3.3.12. 2 wooden stick gauges per tank. Gauges are to be compatible with fuel in the tank. Fit each end of the gauge with non-sparking caps. Mark gauge in feet and inches with 1/8 inch graduations.

3.3.13. Spare 3” port with galvanized cap to support installation of FUTURE government furnished automatic tank gauging equipment to be installed by an established DLA funded contract.

3.3.14. Primary and secondary emergency vents with O-ring seals as required by

STI and NFPA standards.

3.3.15. 3” pressure stack vent (galvanized) with water catch to preclude precipitation and insect intrusion.

3.3.16. 12” face Morrison Brothers, or approved equal, clock gauge with alarm and float.

3.3.17. 36” diameter tank access way with ladder. Manway fitted with hinged, lockable and sealable lid. Ladder to have rectangular treads with anti-slip coating.

3.3.18. 36” wide galvanized steel catwalk with fiberglass platform with fiberglass tread and 36” galvanized steel handrails mounted to catwalk extending entire tank length.

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3.3.19. 36” stairway to access the tank platform. Construct the staircase of galvanized steel framing members with fiberglass treads with non-slip surface. Fit with OSHA compliant handrails.

3.3.20. Coat tank exterior with 3 coat epoxy/urethane paint system. Coating to be unaffected by contents stored in the tank.

3.3.21. Coat tank interior with 3-coat epoxy/urethane paint system. Coating to be unaffected by contents stored in the tank.

3.3.22. Provide (furnish and install) a stainless steel receipt connection/spill box with locking lid and lockable drain valve. Fit receipt piping with lockable ball valve. Mount box to tank or on-tank supports. Box constructed of stainless steel sheet fitted with hinged, locking lid. Delivery piping to extend to low end of tank (opposite end from issue); include vertical check valve, stainless steel ball style shut-off valve, hose adapter and dust cap;

size 3”. Cross break bottom and lid. Fit bottom with valved drain and cap.

Provide sampling connection port to receipt piping. Box is to be leak-proof in construction.

3.3.23. Extend receipt line to within 6” of tank bottom. Provide diffuser at bottom to disperse fuel entering the tank.

3.3.24. Provide water removal dip tube (install tube as close to tank bottom as feasible. Install ground level accessible hand pump with anti-siphon feature and ball valve for positive isolation. Locate removal system at low

(receipt) end of tank.

3.3.25. Provide Submersible turbine issue pump. Pump shall be manufactured by

Red Jacket Pump Co. or approved equal. Issue flow rate shall be 20 gallons per minute with anti-siphon/integral feature and lockable ball valve.

3.3.26. Provide tank grounding lug to meet NFPA 70 requirements.

3.3.27. Provide a grounding reel with stainless steel exterior with retractable 50’ stainless steel cable and grounding clip and connection to grounding rod.

Mount on bracket connected to tank. Grounding reel purpose is to bond the tank delivery vehicle and C-300 fuel truck.

3.3.28. Provide engineer signed strapping chart in 1/8” increments.

3.3.29. Prior to start of manufacture provide to owner for review/confirmation submittals graphically depicting the above features.

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3.4. CLIN 002 – DEMO DIESEL TANK 2310

3.4.1. CONTRACTOR shall demolish and dispose of, off base, one (1) fuel storage tank, equipment, attachments, supports, etc. to the limits of the project.

The limits are to be coordinated with COR. Equipment/items contaminated with fuel shall be disposed of according to local, state, federal requirements.

3.4.2. CONTRACTOR shall remove remaining fuel in the tank.

Fuel is to be disposed of according to local, state, and federal requirements.

3.5. CLIN 003 – INSTALL TANK 2319

3.5.1. Purchase and deliver to the above installation one each (1 ea.) 5,000 gallon tank with the following features, accessories and attributes:

3.5.2. Product to be stored: DIESEL FUEL.

3.5.3. Tank shall be UL Listed 2085 Double Wall Cylindrical Fire Protected.

3.5.4. Issue piping shall be connected to existing piping from previous tanks.

3.5.5. Tank manufactured by Highland Tank Co., EnviroSafe Above-Ground

Fuel Tank Company, Modern Welding Tank Co., or approved equal.

3.5.6. Tank name plate listing the following information: Manufacturer’s name, address, model number and/or serial number, shell capacity. Construct plate of stainless steel. Install plate with permanent adhesive, adhesive to be impervious to fuels stored in tanks.

3.5.7. Monitored interstice with alarm activation upon sensing of liquid within the space. Alarm shall be connected to existing monitoring system.

3.5.8. Tank mounted on steel saddles. Saddles shall be seal welded to tank shell.

3.5.9. 1% tank slope built into tank saddles. Slope tank from issue end to receipt end.

3.5.10. Configure tank such that receipt occurs at the low end of the tank. Issue will occur at the opposite (high) end of the tank.

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3.5.11. Manual gauging port with striker plate welded to tanks bottom with lockable, sealing hinged lid. Minimum size: 2”.

3.5.12. 2 wooden stick gauges per tank. Gauges are to be compatible with fuel in the tank. Fit each end of the gauge with non-sparking caps. Mark gauge in feet and inches with 1/8 inch graduations.

3.5.13. Spare 3” port with galvanized cap to support installation of FUTURE government furnished automatic tank gauging equipment to be installed by an established DLA funded contract.

3.5.14. Primary and secondary emergency vents with O-ring seals as required by

STI and NFPA standards.

3.5.15. 3” pressure stack vent (galvanized) with water catch to preclude precipitation and insect intrusion.

3.5.16. 12” face Morrison Brothers, or approved equal, clock gauge with alarm and float.

3.5.17. 36” diameter tank access way with ladder. Manway fitted with hinged, lockable and sealable lid. Ladder to have rectangular treads with anti-slip coating.

3.5.18. 36” wide galvanized steel catwalk with fiberglass platform with fiberglass tread and 36” galvanized steel handrails mounted to catwalk extending entire tank length.

3.5.19. 36” stairway to access the tank platform. Construct the staircase of galvanized steel framing members with fiberglass treads with non-slip surface. Fit with OSHA compliant handrails.

3.5.20. Coat tank exterior with 3 coat epoxy/urethane paint system. Coating to be unaffected by contents stored in the tank.

3.5.21. Coat tank interior with 3-coat epoxy/urethane paint system. Coating to be unaffected by contents stored in the tank.

3.5.22. Provide (furnish and install) a stainless steel receipt connection/spill box with locking lid and lockable drain valve. Fit receipt piping with lockable ball valve. Mount box to tank or on-tank supports. Box constructed of stainless steel sheet fitted with hinged, locking lid. Delivery piping to extend to low end of tank (opposite end from issue); include vertical check valve, stainless steel ball style shut-off valve, hose adapter and dust cap;

Page | 17 size 3”. Cross break bottom and lid. Fit bottom with valved drain and cap.

Provide sampling connection port to receipt piping. Box is to be leak-proof in construction.

3.5.23. Extend receipt line to within 6” of tank bottom. Provide diffuser at bottom to disperse fuel entering the tank.

3.5.24. Provide water removal dip tube (install tube as close to tank bottom as feasible. Install ground level accessible hand pump with anti-siphon feature and ball valve for positive isolation. Locate removal system at low

(receipt) end of tank.

3.5.25. Provide Submersible turbine issue pump. Pump shall be manufactured by

Red Jacket Pump Co. or approved equal. Issue flow rate shall be 20 gallons per minute with anti-siphon/integral feature and lockable ball valve.

3.5.26. Provide tank grounding lug to meet NFPA 70 requirements.

3.5.27. Provide a grounding reel with stainless steel exterior with retractable 50’ stainless steel cable and grounding clip and connection to grounding rod.

Mount on bracket connected to tank. Grounding reel purpose is to bond the tank delivery vehicle and C-300 fuel truck.

3.5.28. Provide engineer signed strapping chart in 1/8” increments.

3.5.29. Prior to start of manufacture provide to owner for review/confirmation submittals graphically depicting the above features.

3.6. CLIN 004 – DEMO DIESEL TANK 2312

3.6.1. CONTRACTOR shall demolish and dispose of, off base, one (1) fuel storage tank, equipment, attachments, supports, etc. to the limits of the project.

The limits are to be coordinated with COR. Equipment/items contaminated with fuel shall be disposed of according to local, state, federal requirements.

3.6.2. CONTRACTOR shall remove remaining fuel in the tank.

Fuel is to be disposed of according to local, state, and federal requirements.

3.7. CLIN 005 – INSTALL MOGAS TANK 2318

3.7.1. Purchase and deliver to the above installation one each (1 ea.) 5,000 gallon tank with the following features, accessories and attributes:

3.7.2. Product to be stored: UNLEADED GASOLINE.

Page | 18

3.7.3. Tank shall be UL Listed 2085 Double Wall Cylindrical Fire Protected.

3.7.4. Tank manufactured by Highland Tank Co., EnviroSafe Above-Ground

Fuel Tank Company, Modern Welding Tank Co., or approved equivalent.

3.7.5. Tank name plate listing the following information: Manufacturer’s name, address, model number and/or serial number, shell capacity. Construct plate of stainless steel. Install plate with permanent adhesive, adhesive to be impervious to fuels stored in tanks.

3.7.6. Monitored interstice with alarm activation upon sensing of liquid within the space. Alarm shall be connected to existing monitoring system.

3.7.7. Tank mounted on steel saddles. Saddles shall be seal welded to tank shell.

3.7.8. 1% tank slope built into tank saddles. Slope tank from issue end to receipt end.

3.7.9. Configure tank such that receipt occurs at the low end of the tank. Issue will occur at the opposite (high) end of the tank.

3.7.10. Manual gauging port with striker plate welded to tanks bottom with lockable, sealing hinged lid. Minimum size: 2”.

3.7.11. 2 wooden stick gauges per tank. Gauges are to be compatible with fuel in the tank. Fit each end of the gauge with non-sparking caps. Mark gauge in feet and inches with 1/8 inch graduations.

3.7.12. Spare 3” port with galvanized cap to support installation of FUTURE government furnished automatic tank gauging equipment to be installed by an established DLA funded contract.

3.7.13. Primary and secondary emergency vents with O-ring seals as required by

STI and NFPA standards.

3.7.14. 3” pressure stack vent (galvanized) with water catch to preclude precipitation and insect intrusion.

3.7.15. 12” face Morrison Brothers or approved equal, clock gauge with alarm and float.

Page | 19

3.7.16. 36” diameter tank access way with ladder. Manway fitted with hinged, lockable and sealable lid. Ladder to have rectangular treads with anti-slip coating.

3.7.17. 36” wide galvanized steel catwalks, located between the three tanks (i.e.

two separate catwalks), with fiberglass platform with fiberglass tread and

36” galvanized steel handrails mounted to catwalk extending entire tank length. Catwalks shall be located to allow access to all service valves and gauges. Catwalks shall meet all applicable safety and industry standards.

3.7.18. 36” stairway to access the tank platform. Construct the staircase of galvanized steel framing members with fiberglass treads with non-slip surface. Fit with OSHA compliant handrails. Stairways shall meet all applicable safety and industry standards.

3.7.19. Coat tank exterior with 3 coat epoxy/urethane paint system. Coating to be unaffected by contents stored in the tank.

3.7.20. Coat tank interior with 3-coat epoxy/urethane paint system. Coating to be unaffected by contents stored in the tank.

3.7.21. Provide (furnish and install) a stainless steel receipt connection/spill box with locking lid and lockable drain valve. Fit receipt piping with lockable ball valve. Mount box to tank or on-tank supports. Box constructed of stainless steel sheet fitted with hinged, locking lid. Reciept piping to extend to low end of tank (opposite end from issue); include vertical check valve, stainless steel ball style shut-off valve, hose adapter and dust cap;

size 3”. Cross break bottom and lid. Fit bottom with valved drain and cap.

Provide sampling connection port to receipt piping. Box is to be leak-proof in construction.

3.7.22. Extend receipt line to within 6” of tank bottom. Provide diffuser at bottom to disperse fuel entering the tank.

3.7.23. Provide water removal dip tube (install tube as close to tank bottom as feasible). Install ground level accessible hand pump with anti-siphon feature and ball valve for positive isolation. Locate removal system at low

(receipt) end of tank.

3.7.24. Provide Submersible turbine issue pump. Pump shall be manufactured by

Red Jacket Pump Co. or approved equal. Issue flow rate shall be 15

Page | 20 gallons per minute with anti-siphon/integral feature and lockable ball valve.

3.7.25. 1 each Mor-78d1-0200av 1/2" emergency relief valve or approved equal.

3.7.26. Provide tank grounding lug to meet NFPA 70 requirements.

3.7.27. Provide a grounding reel with stainless steel exterior with retractable 50’ stainless steel cable and grounding clip and connection to grounding rod.

Mount on bracket connected to tank.

3.7.28. Provide engineer signed strapping chart in 1/8” increments.

3.7.29. Prior to order placement provide shop drawings graphically depicting the above features.

3.8. CLIN 006 – DEMO MOGAS TANK 2311

3.8.1. CONTRACTOR shall demolish and dispose of, off base one (1) fuel storage tank, equipment, attachments, supports, etc. to the limits of the project.

The limits are to be coordinated with COR. Equipment/items contaminated with fuel shall be disposed of according to local, state, federal requirements.

3.8.2. CONTRACTOR shall remove remaining fuel in the tank.

Fuel is to be disposed of according to local, state, and federal requirements.

Page | 21

4. CONTACT INFORMATION

4.1. POINTS OF CONTACT

4.1.1. COR: Lt Col Emerson Slack -- (304) 616-5233

emerson.slack@us.af.mil

4.1.2. COR: MSgt Matt Laign -- (304) 616-5545

thomas.laign@us.af.mil

4.1.3. KO: 1st Lt. Ryan Belfield -- (304) 616-5231

ryan.belfield@us.af.mil

4.1.4. EM: Maj Blake Bennett -- (304) 616-5418

blake.bennett@us.af.mil

4.1.5. PASS & ID: Natalie Clower -- (304) 616-5276

natalie.clower.1@us.af.mil

4.1.6. SFS: CMSgt Daniel Schildt -- (304) 616-5330

daniel.schildt@us.af.mil mailto:emerson.slack@us.af.mil mailto:thomas.laign@us.af.mil mailto:ryan.belfield@us.af.mil mailto:blake.bennett@us.af.mil mailto:natalie.clower.1@us.af.mil mailto:daniel.schildt@us.af.mil 1400647328N Highlight