1. FXSB 22-1101 SOW 6.21.24 (Revision).pdf

673rd Civil Engineering Squadron Joint Base Elmendorf-Richardson, AK

June 21, 2024

STATEMENT OF WORK

DEMOLISH FUEL STATION AND UST TANK SYSTEMS B9565

FXSB 22-1101

OPEN MARKET

Amendment 001

SECTION 1: PROJECT INFORMATION

1.1 PROJECT LOCATION: Project FXSB 22-1101 Demolish Fuel Station and UST Tank Systems is on Joint Base Elmendorf-Richardson (JBER), AK. The project location is on the Elmendorf side at area building 9565, ADEC Tank No. 160 (Compliance Tag No. 674) & No. 162 (Compliance Tag No. 1388). The electrical panels and monitoring equipment (Veeder Root System) are inside building 9565.

1.2 UNIQUE REQUIREMENT: Project to be implemented while accommodating user needs of the facility. Contractor shall request approval of any downtime/outages a minimum of 15 workdays in advance. Of particular importance is the necessity to protect users and occupants of the facility from falling debris and life safety issues. Contractor staging areas will be identified by the Facility Manager, Fire Department, and 673 CES/CENMP. Safety areas, safety barriers, and caution notices are to be provided by the Contractor. The Contractor shall not begin work until all required equipment, materials and supplies are present and on site ready for demolition. Due to the nature of this project, work onsite must be completed NLT October 31st, 2024.

The project site is adjacent to a hush house, building 9563. When there is work to be performed in an area of the project site that is within 100’ feet of the hush house, the contractor must provide the Government a two-week notice.

1.3 PROJECT SITE: This project is located within the airfield fence, which is a controlled area.

Security requirements will need to be briefed to contractor leads prior to work starting to ensure that workers are accounted for. Individuals entering this site must possess the required credentials. Any contractor without a restricted area badge for the area will need an escort and need to be met at the gate to gain access. The POC can be reached at 907- 552-4094.

1.4 PROJECT DESCRIPTION: Project is to Remove two (2) 2500-Gallon JP-8 State of Alaska regulated Underground Storage Tank (UST) systems to include Automatic Tank Gauge (ATG), fuel piping and dispensers. Any voids left in the ground will be filled, graded and hydroseeded. Excavation to not exceed approximately 72 inches in depth. Contractor to excavate what is absolutely required to remove the two UST systems and associated underground apparatus. Contractor must follow rules and regulations of ABW Wing Form 3 approved by USAF.

SECTION 2: GENERAL REQUIREMENTS

2.1 PROJECT WORKING HOURS: Project hours are Monday through Friday between 0700 hours through 1700 hours.

2.2 QUALITY CONTROL:

2.2.1. Superintendence by the Contractor: The Contractor shall provide full-time on site supervision in accordance with FAR clause 52.236-6. This FAR clause shall be strictly enforced.

2.2.3. All demolished materials shall be disposed of according to JBER, State, and Federal regulations.

2.3 CODE/CRITERIA REQUIREMENTS: In addition to any codes, criteria, or regulations cited throughout this Statement of Work (SOW) and/or the attached specifications, Contractor must comply with the requirements below. Use the most current version of the requirement. If the codes, criteria, or regulations contradict each other regarding a specific requirement, the Contractor is to use the most stringent requirement.

2.3.1 UFC 1-200-01 DoD Building Code

2.3.2 UFC 3-401-01 Mechanical Engineering

2.3.3 UFC 3-420-01 Plumbing NFPA 72 National Fire Alarm Code

2.3.4 UFC 3-520-01 Interior Electrical Systems

2.3.5 UFC 3-600-01 Fire Protection Engineering for Facilities

2.3.6 UFC 4-211-01 – Aircraft Maintenance Hangars

2.3.7 NFPA 13

2.3.8 NFPA 70/2017 NEC

2.3.9 NFPA 75 Standard for the Fire Protection of Information Technology Equipment

2.3.10 NFPA 101

2.3.11 NFPA 241 Standard for Safeguarding Construction, Alteration, and Demolition

2.3.12 USACE Engineering Manual EM-385-1-1 Safety and Health Requirements

Manual

2.3.13 40 CFR 112; Oil Pollution Prevention and Response

2.3.14 40 CFR 280, General Requirements for All USTs

2.3.15 AFI 32-7044, Storage Tank Environmental Compliance, 18 August 2015

2.3.16 ADEC Field Sampling Guidance, January 2022

2.3.17 ADEC UST Procedures Manual, March 2017; ADEC Underground Storage Tanks

Procedures Manual: Guidance for Treatment of Petroleum-Contaminated Soil and Groundwater and Standard Sampling Procedures

2.3.18 ASME A13.1-2015 Scheme for the Identification of Piping Systems Underwriters' Laboratories, Inc. (U.L.). All equipment shall bear the UL label, or equivalent, from a nationally recognized testing agency, acceptable to the authority having jurisdiction.

2.3.19 Alaska State Statute 18 AAC 78 Underground Storage Tanks, September 2019

2.3.20 Alaska State Statute 18 AAC 75 Oil and Other Hazardous Substances Pollution

Control, Nov 2016

2.3.21 IBC – International Building Code

2.3.22 IPC - International Plumbing Code

2.3.23 IMC – International Mechanical Code

2.4 WORKSITE: The Contractor shall limit the work to the areas indicated by the Government.

The Contractor shall make every effort not to disturb or obstruct portions of the facilities still occupied by the Government. The Contractor shall coordinate and schedule work with the 673 CES/CENMP office prior to the start of any operation. The Contractor shall dispose of all construction debris off base at an approved disposal facility. The main entry to the project site and facility shall be maintained at all times during the construction project.

Contractor to maintain vigilance for life safety of facility users entering and leaving the project site and facility by posting signs, barriers for safety.

2.5 WORKMANSHIP: All work shall be accomplished in accordance with all applicable building and fire codes. Contractor shall field verify all measurements, quantities, or values stated by the Government. Liquidated damages shall be assessed for work that is not finished within the scheduled performance period.

2.6 SITE SECURITY AND PROTECTION: The Contractor shall make every effort to secure the work site, allowing only authorized personnel to enter the work site. The Contractor shall protect the site from damage from weather, vandalism, and/or theft.

2.7 DAMAGE TO EXISTING SITE CONDITIONS: Contractor shall be responsible to repair any and all damage incurred to existing Real Property/Grounds due to poor workmanship at no cost to the Government. Contractor shall not park or drive on sidewalk or grassy/snowy areas.

Damage incurred shall be repaired at no cost to the Government.

2.8 HEALTH/SAFETY: Contractor shall be responsible for compliance with OSHA and AKOSH standards. The Contractor shall maintain a clean and debris free site at all times. The Contractor shall keep driveways and entrances into and around the work site clear at all times. The Contractor shall not use driveways or entrances as employee parking or storage of materials unless otherwise stated. The Contractor shall minimize storage of materials and equipment on site. Contractor staging areas will be identified by the Facility Manager, Fire Department, and 673 CES/CENMP.

2.9 GREEN PROCUREMENT: Contractor must incorporate “green procurement” principles into the design of their projects. Specifically, consult the EPA’s web site at www.epa.gov/greenerproducts for a listing of the products that have been mandated as green procurement requirements for purchases.

2.10 PROJECT SCHEDULE: The Contractor shall prepare a baseline project schedule incorporating all aspects in support of completing the project. Consideration shall be given to the sequence of phases (including review periods and meetings), standard construction/ repair activities, and duration of tasks, submittals, and procurement of materials. The schedule shall include material submittal dates coordinated with the AF Form 66 and allow for review periods prior to material procurement (including identification of items with long lead times), and climatic conditions (including seasonal periods for roof work, site work, etc).

2.10.1. The project schedule shall be in the form of an AF form 3064 chart.

2.10.2. The initial baseline schedule shall be available for review at the “kick-off” meeting with stakeholders. The schedule shall be updated at monthly intervals or when the schedule has been revised. The updated schedule shall reflect actual activity progress and plan for completing the remaining work and reflect any changes to critical path or final completion date. All schedule updates shall be provided to the Government.

2.10.3 Within the POP, the contractor shall notify the State of Alaska Department of Environmental Conservation (ADEC) no less than 15 days, but not more than 60 days before work commences for permanent tank closure. Include or notify the 673d CES tank manager as well.

2.11 PROJECT STATUS UPDATE / WORK SCHEDULING MEETINGS: At the request of the Contracting Officer, project status/scheduling meetings may be held at a mutually agreed upon day, time and location on JBER.

2.12 WASTE MANAGEMENT: Provide suitably sized dumpster(s), rubbish handling and removal services to ensure that all waste is contained and not subject to dispersal. Provide containers that can be closed, locked, and sealed from unauthorized use and bear/wildlife access. All hazardous waste (HW) generated by the Contractor on Joint Base Elmendorf- Richardson (JBER) will be managed by the Contractor in accordance with federal regulation applicable to large quantity generators (LQGs) of HW. All universal waste (UW) handled by the Contractor on JBER will be managed by the Contractor in accordance with federal regulation applicable to large quantity handlers (LQHs) of UW. All hazardous waste will be managed in accordance with current version of JBER Hazardous Waste Management Plan.

The contractor shall be responsible for all aspects of hazardous waste and universal waste management at the project site to include, but not limited to: providing Resource Conservation and Recovery Act (RCRA) training, providing United Nations (UN) rated containers; marking and labeling of waste containers; waste containerization; waste sampling and analysis; waste transportation; and waste disposal.

http://www.epa.gov/greenerproducts http://www.epa.gov/greenerproducts

Maintain waste disposal records for all asbestos-containing waste and provide the Contract Office and project manager with a copy of the disposal records signed by the landfill.

If any previously unidentified, toxic substances are found/generated during the project, all applicable regulations must be followed for proper handling/abatement/disposal. If no toxic/hazardous materials are found/generated, provide the receiving landfill with documentation that all material being disposed of is “clean”.

Follow regulations of 8 AAC 61.600-790 Asbestos Abatement Certification Requirements, 18 AAC 60.025 Polluted Soil, 18 AAC 60.450 Solid Waste Management – Asbestos, 29 CFR 1910 Subpart Z and 1926 Subpart Z, 40 CFR 61 Subpart M National Emission Standards for Asbestos, 40 CFR Subchapter R Toxic Substances Control Act, current JBER Asbestos Management and Operating Plan (AMOP), current JBER Environmental Protection and Solid Waste Management Specifications (1500/1600), AF Policy on Lead-based Paint, and Anchorage Regional Landfill Policy 2008 (PCBs).

If there are hazardous materials identified in the material submittals, it shall be accompanied by an SDS for each product and an inventory consistent with hazardous materials requirements stipulated in JBER Environmental Protection, Section 01500. To receive HAZMAT approval, all HAZMAT will be approved by the 673 CES/CEIEC JBER Environmental Office, prior to being brought on JBER. Contractors will abide by the contractor HAZMAT approval process in the most current version of the JBER IHMP.

Contractor will be required to show proof of HAZMAT approval while operating on JBER.

Requests for HAZMAT approval will be submitted through the following organizational E-mail address: 673CES.CEIEC.EnvCom@us.af.mil, to the Contracting Officer (CO), Contracting Specialist (CS), and the Project Manager (PM). GC to submit HAZMAT approval requests at least 10 days prior to being brought on JBER. Contractors must utilize the JBER Contractor HAZMAT Tracking Form.

2.13 TOXICS: Manage and dispose of contaminated waste: (a) PCB in accordance with 40 CFR 761, (b) asbestos in accordance with 40 CFR 61 subparts A and M, 29 CFR 1910.1001, and 29 CFR 1926.1101, as applicable, (c) lead in accordance with 40 CFR 745. Additional information and regulations stated below:

Asbestos: Manage and dispose of asbestos-containing waste in accordance with 40 CFR 61 Subparts A and M, 29 CFR 1910.1001, and 29 CFR 1926.1101, as applicable. Maintain waste disposal records for all asbestos-containing waste and provide the Contract Office with a copy of the disposal records signed by the landfill. Submit all required notifications to the Alaska Occupational Safety and Health (AKOSH) and EPA Region 10 that are required before starting any renovation/demolition work. Asbestos-containing materials shall not be brought on or used in any project at JBER. If asbestos abatement work is being completed at JBER, the contractor must prepare/submit an NOI to the EPA Region 10 consistent with notification requirements for ACM and regulated ACM found in 40 CFR 61 Subpart M. In addition, an asbestos abatement plan must be prepared that includes, but is not limited to, a description of the work, methods of containment and airborne fiber mitigation, management of waste, disposal, air testing and copies of certifications for workers. Contractor shall submit copies of notifications to EPA Region 10 required under 40 CFR 61.145(a)(1), 61.145(a)(3), and 61.145(b) to the Contracting Officer (CO), Contracting Specialist (CS), Project Manager (PM), Asbestos Program Officer (APO), and the Asbestos Operating Officer (AOO). In addition, contractor shall coordinate with 673 CES/CEIEC and 773 CES/CEOI on ongoing projects to ensure all asbestos abatement is captured.

PCBs: Manage and dispose of PCB-containing waste in accordance with all local, state, federal, and DoD policies and regulations. This includes Anchorage Regional landfill policy which prohibits the disposal of any PCB-containing waste at or above 1ppm and State of Alaska regulation 18 AAC 60.025 which prohibits the disposal of materials that contain a hazardous substance in concentrations that exceed the applicable soil cleanup levels in 18 AAC 75.341 (Table B1 or B2) in unlined landfills. Exceptions may be made by ADEC on a case-by-case basis, based on site specific factors at the unlined landfill and concurrence with sampling methodology. Maintain waste disposal records for all non-RCRA hazardous waste and provide the Contract Office and project manager with a copy of the disposal records signed by the landfill.

Lead: Manage and dispose of all non-RCRA hazardous lead waste in accordance with local, state, federal, and DoD policies and regulations. This includes State of Alaska regulation 18 AAC 60.025 which prohibits the disposal of materials that contain a hazardous substance in concentrations that exceed the applicable soil cleanup levels in 18 AAC 75.341 (Table B1 or B2) in unlined landfills. Exceptions may be made by ADEC on a case-by-case basis, based on site specific factors at the unlined landfill and concurrence with sampling methodology.

“Whole building concept” TCLP sampling approach will not be adequate to determine concentration for disposal of lead-based paint at unlined landfills. (Recommend disposal of all non-hazardous lead waste at a lined class I or II municipal solid waste landfill to avoid project delays)

2.13.1 Contractor shall prepare an abatement plan. Must be prepared that includes, but is not limited to, a description of the work, methods of containment and airborne fiber mitigation, management of waste, disposal, air testing and copies of certifications for workers.

2.13.2 Copies of all waste determination documentation (i.e. hazardous waste profile sheet, safety data sheet, laboratory analysis, etc.), Land Disposal Restriction notifications, and shipping documents (i.e. Uniform Hazardous Waste Manifest, non-hazardous waste manifest, bill of lading, etc.) will be provided to the Joint Base Elmendorf-Richardson Hazardous Waste Program Manager for review no later than (10) calendar days prior to a waste shipment via the following organizational E-mail address: 673CES.CEIEC.EnvCom@us.af.mil, to the Contracting Officer (CO), Contracting Specialist (CS), and the Project Manager (PM).

2.14 STAGING/MATERIAL STORAGE: Reference Specification, Section 01100 General Site Requirements & Section 1500 Environmental Controls. The Contractor shall not block roads or access lanes, utilize parking lots, building entrances, or any area needed for potential utility servicing during the execution of this project. Coordinate areas with 673 CES/CENM and 673 CONS/PKA.

2.15 HAZARDOUS MATERIAL USAGE: Reference JBER Environmental Protection and Solid Waste Management Specs 26 July 2023.

2.16 EXISTING CONDITIONS: Building 9565 is currently occupied and shall remain functional during the course of this contract. Majority of work is going to be performed outside, and the mechanical/electrical room will be unoccupied. The facility is in original state with only minor renovations. Hazardous materials may be encountered. If hazardous materials are discovered in areas that are disturbed by demolition, the Contractor shall notify the Government and follow the base requirements accordingly.

SECTION 3: DESCRIPTION OF WORK AND SPECIAL INSTRUCTIONS

3.1 Existing Conditions (Div 2)

3.1.1 Field verify all existing conditions, quantities, and dimensions.

3.1.2 Temporarily remove permanent airfield fencing panels and personnel door required to allow vehicles/heavy equipment access. Install temporary fencing that provides equal or greater security and protection as the permanent airfield fencing.

3.1.3 Reinstall permanent airfield fencing and personnel door to its original condition when project is completed. Remove the temporary fencing.

3.1.4 Demolish and dispose of two (2) regulated underground storage tank systems 2500 gallons each, complete.

3.1.5 Demolish and dispose of the spill buckets, sumps, associated fuel lines, associated equipment, and anchoring systems.

3.1.6 Demolish and dispose of concrete pad over the storage tanks and concrete dispenser island.

3.1.7 Demolish dispensers, fueling island, bollards, and light pole.

3.1.8 Demolish and dispose of all associated signages.

3.2 Concrete (Div 3)

3.2.1 Contractor to restore site to original conditions. Apply a 6 mil poly liner to the excavation site prior to backfilling. Provide clean backfill material to close the excavation site. Backfill with Borrow, Type A and compact in accordance with Section 203 technical specifications.

mailto:673CES.CEIEC.EnvCom@us.af.mil

3.2.2 Provide new asphalt with appropriate subbase for wheeled vehicles. Patch pavement with 3” hot mix asphalt, Type II Class B; 6” D-1 base course (compacted to at least 98% compaction); and backfill with Borrow, Type A (compacted to at least 95% compaction). In accordance with Section 401, 301, and 203 technical specifications.

3.2.3 Provide new concrete patching. Concrete must be patched with class A concrete, in accordance with Section 501 technical specifications. Match existing depth.

3.2.4 Provide clean fill, topsoil, and hydro seed excavation site.

3.2.5 Provide proper drainage to existing sewer manholes.

3.2.6 Contractor shall repair all damaged areas to original conditions that were affected during this project, including but not limited to trenches, asphalt, concrete, and curbs.

3.3 Masonry (Div 4)

3.3.1 Patch and repair exterior CMU walls with grout where items are to be demolished.

Paint to match existing color.

3.4 Finishes (Div 9)

3.4.1 Patch and repair interior gypsum wall board where items are to be demolished. Paint and feather out to match existing color.

3.4.2 Assume the mechanical/electrical room has 2-hour fire rated walls. Use patching/plug that meets NFPA 13 requirements to seal interior fire rated wall after demolishing conduit.

3.5 Electrical (Div 26)

3.5.1 All demolished materials shall be disposed of per Federal & State regulations.

3.5.2 Contractor must request an ABW Wing Form 3 (dig permit) that is filled out and approved by the USAF prior to starting work. Locates are to be maintained by contractor during project performance.

3.5.3 Contractor shall apply lock & tag-out procedure to the electrical panel, prior to working any electrical construction. Submit this plan in the safety plan submittal.

3.5.4 The scope incudes demolition of all electrical apparatus that is part of the gas station, this includes, but not limited to light pole, all controls/panels, exterior emergency shut-off, trenching, conductors, and conduit all the way to the source at the electrical and control panels.

3.5.5 No underground conduit, or underground apparatus associated with UST’s, fueling island, light pole, monitoring equipment can be abandoned in place. They must be removed back to source at electrical and control panels.

3.5.6 Contractor shall demolish the Veeder Root system and its conductors and conduit. It is located in a different room, refer to drawings.

3.5.7 It is the contractor’s responsibilities to trace all gas station apparatus and demolish them.

3.5.8 Contractor shall update the electrical panel schedule with a new-typed schedule, to all affected panels.

3.5.9 Contractor shall repair all damaged areas including sealing penetrations (with appropriate fire rating as needed) and providing new paint to match existing.

3.5.10 Contractor shall submit a current copy of the Electrical Administrator Professional License

3.5.11 Contractor shall submit a current copy of the Electrical Journeyman license.

SECTION 4: SPECIAL REQUIREMENTS

Due to the extent of work performed in this SOW, the contractor will be working closely with the 673 CES/CEIEC Environmental Tank Manager and Alaska Department of Environmental Conservation (ADEC). Following tasks applies:

4.1 All work needs to be completed in accordance with Alaska State Statute 18 AAC 78, EPA standards and regulations. The general contractor shall be certified (Alaska) UST workers to perform the tank closure work. Proof of qualifications are required. Send certifications to the project manager and 673 CES/CEIEC Environmental Tank Manager.

4.2 Contractor shall prepare a draft copy of the site work plan for the UST(s) removal to the project manager and 673 CES/CEIEC Environmental Tank Manager for comments/review.

Once the comments have been provided, a draft copy can be submitted to ADEC for review and approval by the contractor.

4.2.1 The work plan must describe the quality assurance, quality control, sampling data, and other technical activities that shall be implemented to ensure that quality data are collected to support project data quality objectives for the UST removals.

4.2.2 The work plan must outline timelines and notification to regulatory agencies, i.e.

ADEC, EPA, ADEC UST tank paperwork.

4.2.3 The work plan shall be submitted electronically to the project manager for review within 30 days of notice to proceed.

4.3 The contractor will meet with ADEC (If needed) for the pre-approval site work plan for the UST(s) removal and respond/address any of their comments or concerns with the site plan and UST(s) removals to ensure the final approval from ADEC.

4.4 An approved ABW wing form 3 must be completed prior to any work being started and excavation performed. If contamination is encountered, immediately stop digging and contact JBER Fire via 911 to report the spill and contact 673 CES/CEIEC.

4.5 The Contractor is responsible for all applicable permits (i.e. dig permits), licenses, and certifications required to perform and execute this contract.

4.6 All UST removals require notification/approval to ADEC related to UST(s) decommissioning activities, as required by AAC 78 – Underground Storage Tanks. The following ADEC UST forms will need to be completed by the contractor and submitted to ADEC for approval and to the 673 CES/CEIEC Environmental Tank Manager.

4.6.1 ADEC UST Intent-to-Close/Change-in-Service Notification form 18-0504, must be completed and submitted at least 15 days, but no more than 60 days prior to beginning the closure activities. The contractor will need to provide copies to the

673 CES/CEIEC Environmental Tank Manager within (5) working days of notification to ADEC.

4.6.2 UST(s) being closed and removed from the ground require a Site Assessment and Release Investigation Report/Summary (SARI) Form to be completed/approved to ADEC and submitted within 60 days of each closure. Any comments/concerns that ADEC may have the contractor will need to address those.

4.6.3 The UST Notice of Post Closure (ADEC Form 18-0505) will need to be completed and submitted within 30 days of each tank being removed.

4.6.4 The ADEC forms must be filled out and fieldwork overseen by an ADEC Certified UST Tank Decommissioner. Forms will be submitted to ADEC for approval and to the 673 CES/CEIEC Environmental Tank Manager.

4.7 Contractor will conduct tank removal Site Assessments Report(s) and forms as required by 18 AAC 78, ADEC Field Sampling Guidance, January 2022 and ADEC UST Procedure Manual, March 2017. They will need to submit the assessments, reports, and forms within the ADEC timelines. The site characterization will be completed/conducted by a ADEC Qualified Personnel. The contractor will provide a draft Site Assessment & Release Investigation Report (SARI) and site characterization report to the project manager and the 673 CES/CEIEC Environmental Tank Manager.

4.8 As part of the Site Assessment, soils must be assessed for levels of contamination to include field screening and analytical samples taken and tested in accordance with 18 AAC 78, ADEC UST Procedures Manual, March 2017 and ADEC Field Sampling Guidance, January 2022.

4.9 Contractor will conduct the tank removal Site Assessments/ Release Investigation Summary (SARIS) reports and forms as required by 18 AAC 78, ADEC Field Sampling Guidance, January 2022 and ADEC UST Procedure Manual, March 2017. They will need to submit the assessments, reports, and forms within the ADEC timelines. The site characterization will be completed and will be conducted by ADEC qualified personnel per the ADEC regulations. The contractor will provide a removal and site characterization report to 673 CES/CEIEC Environmental Tank Manager within 60 days of tank removal.

4.10 Contractor to construct a soil containment cell prior to any excavation at an individual site (near existing tanks scheduled to be demolished) to temporarily store the excavated soil. Line and cover the excavated soil in 6 mil poly while remaining on site. There is an anticipated quantity of 150 cubic yards of soil to be excavated in this project.

4.11 If contaminated soil is detected in the tank removal Site Assessment and/or encountered during excavation work, the contractor will be responsible for transport and dispose of any contaminated soil during removal to an approved off-base soil treatment facility with the ADEC soil transportation form approved by ADEC.

4.12 Contractor will be responsible for disposal receipts for waste (inert, sludge, soil) related to the UST(s) closure.

4.13 Contractor is responsible for cleaning and disposal of removed tank(s) and any residual product and sludge remaining in the tanks prior to removal.

4.14 Remove & dispose of all associated signages, piping, electrical and monitoring equipment control panels (i.e. Veeder Root system), and other apparatuses associated with each USTs as applicable. The work will be conducted by certified ADEC UST workers and documentation of qualifications will be provide to the project manager and 673 CEC/CEIEC Tank Manager prior to conducting any work at the sites.

4.15 All work will be conducted by personnel with specific training on the applicable industry standards. The contractor must document qualifications of workers conducting repair or modification to the tank systems. The repairs will be inspected and tested as required.

4.16 Contractor shall be responsible for repairing any building penetrations from removal of associated equipment or piping.

4.17 Contractor shall be responsible for restoring the sites to the original condition which may include new matching painting, patching of the walls and floors installing new asphalt and/or concrete slab patching. The contractor will provide clean backfill material to close the excavation and compact the backfill to prevent settlement in accordance with 18 AAC 78 and API 1604.

4.18 Contractor will document all removals, repairs, upgrades, and modifications on field forms, including sketches and photographs. Reports will contain all applicable testing data.

Which will be compiled into a report and submitted to the project manager and 673 CES/CEIEC Tank Manager for review.

4.19 If during the removal of the USTs and a leak is identified the contractor will need to follow the cleanup process for leaking USTs in accordance with 18 AAC 78. The contractor will need to notify JBER Fire via 911 to report the spill. Additionally, the contractor will notify the project manager and 673 CES/CEIEC Tank Manager.

4.20 Any additional backfill needed at the site must be clean soil. Apply a 6 mil poly liner to the site prior to backfilling.

4.21 Once the USTs has been removed the contractor will deliver the ADEC Compliance Tank Tags to the 673 CES/CEIEC Tank Manager, within 5 working days. This will allow JBER enough time to turn those tags into ADEC per 18 AAC 78.085(6)(h) – If a UST(s) is permanently closed, the owner or operator shall return, not later than 30 days after the UST is permanently closed, all tags issues to that UST(s).

4.22 As-builts to include, but not limited to demolition of existing UST’s, dispensers, underground utilities associated with UST’s, fueling island, light pole, monitoring equipment, etc. On a separate drawing, show new site layout with no fuel station, removed monitoring equipment, updated electrical panel schedule, etc. If any underground utility lines were found that were not documented in Government provided drawings, please show locations of the utility lines in the drawing (applies only to area within scope of project).

SECTION 5: ATTACHMENTS

5.1 DRAWINGS

5.2 OPEN MARKET GENERAL SPECIFICATIONS

5.3 TECHNICAL SPECIFICATIONS

5.4 18 AAC 78

5.5 ADEC FIELD SAMPLING GUIDANCE

5.6 ADEC UST PRODEDURES MANUAL

5.7 ENVIRONMENTAL PROTECTION SPECIFICATIONS

5.8 CONTRACTORS FIRE SAFETY GUIDE

5.9 QUESTIONS AND ANSWERS

SECTION 6: STANDARDS

6.1 This contract will utilize the Unified Facilities Guide Specifications (UFGS). UFGS standard specifications can be obtained from the Whole Building Design Guide website:

http:/www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs

SECTION 7: GOVERNMENT POINTS OF CONTACT

7.1 Kelley Lais, Project Manager

kelley.lais.1@us.af.mil Phone: 907-384-2797

7.2 Robert McElroy, Construction Management

robert.mcelroy@us.af.mil Phone: 907-384-3081

7.3 Robert D. Davis, 673 CES/CEIEC – JBER Tank Manager

Robert.davis.26@us.af.mil Phone: 907-384-7083

7.4 Steve Martinez, 773 CES/CEOIL – Foreman, Liquid Fuels Maintenance steven.martinez.6@us.af.mil Phone: 907-552- 5342

7.5 JBER AFCEC Environmental Restoration Team Members:

7.5.1 Steve Krause

Stephen.krause.2@us.af.mil Phone: 907-748-7408

7.5.2 Don Aide

Donald.aide.2@us.af.mil

Phone: 907-232-5197 mailto:kelley.lais.1@us.af.mil mailto:robert.mcelroy@us.af.mil mailto:Robert.davis.26@us.af.mil mailto:steven.martinez.6@us.af.mil mailto:Stephen.krause.2@us.af.mil mailto:Donald.aide.2@us.af.mil