SOW - DRAFT.pdf

JBER

JOINT BASE ELMENDORF-

RICHARDSON, ALASKA

STATEMENT OF WORK

FOR

FXSB 17-4704, FXSB 17-4720,

REPAIR FUEL FARMS 3 AND 4

D E P A R T M E N T O F T H E A I R F O R C E

6 7 3d C I V I L E N G I N E E R S Q U A D R O N ( P A C A F )

J B E R A L A S K A 9 9 5 0 6

FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4

Solicitation - FA500023B0001 Attachment 1 - SOW

TABLE OF CONTENTS

Page

PROJECT SUMMARY

Project Location Project Description

DESIGN REQUIREMENTS AND PROVISIONS

General Civil Mechanical/POL Architectural Structural HVAC/Plumbing Electrical Hazardous Materials Fire Protection and Life Safety Cathodic Protection Abbreviations

FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4

Solicitation - FA500023B0001

PROJECT SUMMARY

Project Location

Fuel Farm #3 and Fuel Farm #4 are located south of Gold Ramp, north of Slammer Avenue, and east of Bismark Sea Drive. Fuel Farm #4 is adjacent to Bismark Sea Drive on the west and Fuel Farm #3 is located approximately 1,000 feet to the east of Fuel Farm #4.

Project Description

The purpose of this project is to consolidate the bulk JP-8 and Ultra-Low-Sulfur Diesel (ULSD) storage and issue capabilities of Fuel Farm #3 and Fuel Farm #4. The existing bulk storage Underground storage Tank (UST) at Fuel Farm #3 and #4 are of 1950’s vintage and have reached the end of their service life.

The Fuel Farm #3 and #4 aviation and bulk ULSD infrastructure will be demolished, along with the underground JP-8 transfer pipeline, and reconstructed as a consolidated system at the Fuel Farm #4 area.

The consolidated facility will have six 50,000-gallon double-wall USTs for JP-8 storage and one 25,000-gallon double-wall UST for ULSD storage. A new filter building with control room and motor control center (MCC) will also be constructed at Fuel Farm #4. A new truck loading and offloading area will be provided for ULSD receipt and issue west of the existing truck fillstands. Additionally, a return to bulk station will be constructed at the existing JP-8 truck fillstand.

In place of Fuel Farm #3, a new Retail Station with two ULSD and two JP-8 dispensers will be constructed. The existing USTs for retail sales will be reused. The new service station building will contain an office, bathroom, and eyewash station.

Contractor shall provide all labor, materials, equipment, hardware, software and programming necessary to provide fully functional repairs for Tank Farms 3 and 4 as detailed in this document and the attached drawings and specifications.

CONTRACT REQUIREMENTS AND PROVISIONS

General

Contractor Statement of Qualifications

Contractor shall submit, with their bid, a statement of qualification to complete the construction called for in this document and referenced drawings and specifications. Contractor’s statement shall include a minimum of three examples of prior performance by the contractor of projects containing a minimum of $2,000,000.00 of POL/fuels work each, performed in Alaska within the last 10 years. In addition, for each project a written evaluation of the work by the customer and/or current customer point of contact shall be provided.

Construction Scheduling and Phasing Requirements

Construction at Fuel Farm #4 will not have phasing restrictions, due to the capability of filling R-11 refuelers at other facilities on base. Construction at Fuel Farm #3 must be scheduled and phased to ensure the Aerospace Ground Equipment (AGE) refueling station is operational from October 1st through April 30th to allow for refueling of snow removal equipment. Fuel Farm #3 is permitted to be out-of-service from May 1st through September 30th.

FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4

Solicitation - FA500023B0001

To facilitate construction phasing at Fuel Farm #3, the existing AGE refueling station will remain in service for as long as possible while the new AGE refueling station is being constructed. Note that the existing ULSD and JP-8 underground storage tanks that service the existing AGE refueling station will be reused and will service the new AGE refueling station. The anticipated construction phasing sequence is below. However, due to the unknowns of locations for existing POL lines and electrical infrastructure, maintaining tank operation during construction of the new offload and dispenser area may not be possible.

It should be possible to do this work within the permitted downtime.

1. Remove residual fuel from the 8-inch transfer pipeline between Fuel Farm #3 and Fuel Farm #4, clean and abandon in place (or demolish segments as required to complete construction work under this project).

2. Demolish the existing concrete pavement and containment area at the truck fillstand at Fuel Farm #3.

Prior to demolition, the ULSD and JP-8 underground storage tanks that service the AGE refueling station (Tanks 325 and 337) should be filled to ensure an adequate fuel supply is available for the AGE refueling station as the tanks will not be fillable during the initial construction and demolition phase.

3. Construct the new AGE refueling station. During construction of the new AGE refueling station, the dispensers, dispenser containment sumps, and underground fuel piping will be provided. Install new double wall 2” flexible nonmetallic fuel lines and corrugated access pipe with trace wire from the turbine pump at the storage tank to each of the dispensers.

4. Construct the new Operations Building for the AGE refueling station. The Operations Building will be located in the grassed area south of Tanks 325 and 337. The Operations Building will contain a new Veeder-Root TLS 450+ ATG panel and remote audible/visual alarms rather than relocating the existing ATG and alarms to reduce the transition downtime. USTs shall have electronic leak detectors installed.

5. Upon completion of construction of the AGE refueling station and Operations Building, the existing AGE refueling station will be taken out-of-service during the allotted downtime. The pipelines will be defueled and cleaned. During this time, the tie-in connection to existing dispenser supply piping will be provided, and the tank instrumentation and sensors will be connected to the new Veeder-Root type panel in the new Operations Building. The AGE refueling station must be successfully commissioned during the allotted downtime.

6. Once the new AGE refueling station is commissioned and operational, the existing ULSD and JP- 8 underground storage tanks (Tanks 42, 43, 44, and 45) will be cleaned and removed. Removal of the tanks includes removal of the 8-inch/10-inch transfer pipeline from Bulk Storage tie-in. Outage of the transfer pipeline will be coordinated with base personnel and is expected to be performed within a 14day window. This work must be completed after construction of the new AGE refueling station because the tank removal is not likely to be possible without disturbing the existing dispenser area.

The existing filter building and transformer will be demolished. The existing underground dispenser supply piping and the existing dispensers and dispenser islands will be demolished. The areas around the demolished underground tanks, operations building, and AGE dispensers will be repaved or grassed.

Contractor Laydown Area, Access, and Restrictions

The laydown area for the contractor has been identified as the open area southwest of Fuel Farm #4, outside of the secured airfield area. This area should provide sufficient real estate for the contractor’s

FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4

Solicitation - FA500023B0001 equipment while maintaining close proximity to both work areas. The access route for the contractor will be through the Fuel Farm #4 gate. The haul route extends from Slammer Avenue to the south, Hollandia Drive to the east, Gold Ramp to the north, and Bismark Sea Drive to the west.

Surplus soil, not designated as contaminated, generated by demolition and excavation activates will be disposed of at the clean soil disposal site as indicated on sheet G-101. A concrete disposal site and a borrow area have also been identified as an option for contractor use. At this time no restrictions for load quantities to be disposed of at this site have been identified. During construction, the contractor will be required to facilitate snow removal within the project extents unless otherwise coordinated with Flight Line Management.

During construction, the contractor will be required to coordinate with Flight Line Management for restrictions on crane use. This includes a minimum of 24-hour notification of any crane activities that will extend above existing and/or proposed building heights. At a minimum, the contractor will be required to drop all crane booms to the full retracted and lowered position.

The contractor will be responsible to supply and dispose of water for hydrotesting. Fuel required for commissioning will be provided by JBER unless the contractor is otherwise directed.

Airfield Imaginary Surfaces

UFC 3-260-01 outlines the Primary and Transitional Surfaces according to the following criteria:

Primary Surface: Per UFC 3-260-01, Appendix C is “An imaginary surface symmetrically centered on the runway” and per Table 3-2 for Class B, Airforce, Runways is a distance 1,000 feet on either side of the runway. Measured from the runway centerline elevation.

Transitional Surface: Per UFC 3-260-01, Appendix C is “An imaginary surface that extends outward and upward at right angles to the runway centerline and the runway centerline extended at a slope ratio of 7H:1V.” Per Table 3-7 the transitional surface starts the end of the primary surface.

Fuel Farm #4 and a portion of Fuel Farm #3 are located within the airfield imaginary surfaces of the JBER flight line known as the Primary Surface and the Transitional Surface. Aboveground structures are prohibited within the Primary and Transitional Surfaces except when a waiver is granted. Discussions with the airfield manager indicate the new Fuel Farm #4 filter building can be covered by the existing waiver if it is no taller than the existing canopy and approximately the same location as the existing building. The new building is no more than 1 foot closer to the runway than the existing building, approximately 840 feet from the runway centerline, and will be at the same elevation to top of structure as the existing building. The new Retail Station is further from the runway and will be at a lower elevation to top of structure than the existing building and not as high and will be covered by the existing waiver.

Spill Prevention Control and Countermeasure (SPCC) Plan

Contractor shall coordinate efforts with and supply data to the 673rd Civil Engineering Environmental Section to facilitate the updating of the SPCC with information regarding this project.

FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4

Solicitation - FA500023B0001

Applicable Codes and Standards 8 AAC 61 Occupational Safety and Health Standards 18 AAC 50 Alaska Air Quality Control Regulations

18 AAC 60 Solid Waste Management

18 AAC 75 Oil and Other Hazardous Substances Pollution Control, 2018

18 AAC 78 Underground Storage Tanks, 2019

29 CFR 1910.25 Occupational Safety and Health Administration, Stairways

29 CFR 1910.29 OSHA Fall protection systems and falling object protection-criteria and practices

29 CFR 1910.120 Hazardous Waste Operations

29 CFR 1910.134 Respiratory Protection

29 CFR 1910.1200 Hazard Communication

29 CFR 1926.62 Lead

29 CFR 1926.1101 Asbestos

40 CFR 60 Subpart IIII Standards of Performance for Stationary Compression Ignition Internal Combustion Engines

40 CFR 61 National Emission Standards for Hazardous Air Pollutants

40 CFR 63 Subpart ZZZZ National Emissions Standards for Hazardous Air Pollutants for Stationary Reciprocating Internal Combustion Engines

40 CFR 112 Oil Pollution Prevention

40 CFR 260-273 Hazardous Waste Regulations

40 CFR 280 Technical Standards and Corrective Action Requirements for Owners and Operators of Underground Storage Tanks

40 CFR 761 PCB Manufacturing, Processing, Distribution in Commerce, and Use Prohibitions

40 CFR 763 Asbestos

49 CFR 172 Hazardous Materials Communication and Regulations

49 CFR 173 General Requirements for Shipments and Packaging

49 CFR 177 Carriage by Public Highway

AFOSH Standard 91.5 Confined Spaces

ACI 301 American Concrete Institute, Specifications for Structural Concrete, ACI 318 ACI Building Code Requirements for Structural Concrete, 2014

ACI 350.2R Concrete Structures for Containment of Hazardous Materials

FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4

Solicitation - FA500023B0001

AISC 325 American Institute of Steel Construction Steel Construction Manual, ANSI/AISC 303 Code of Standard Practice for Steel Buildings and Bridges, 2016

ANSI/AISC 341 Seismic Provisions for Structural Steel Buildings, 2016

ANSI/AISC 360 Structural Steel Buildings, 2016

ANSI Z358.1 Emergency Eyewash and Shower Equipment

ASCE/SEI 7 American Society of Civil Engineers, Minimum Design Loads and Associated Criteria for Buildings and Other Structures, 2016

AWS D1.1 American Welding Society, Structural Welding Code, 2015

AWS D1.8 AWS Structural Welding Code – Seismic Supplement, 2016

DLA Sustainability and Energy Efficiency Policy

EACS Elmendorf AFB Architectural Compatibility Standards, 2003

EM 385-1-1 Safety and Health Requirements, 2014

IBC International Code Council, International Building Code, 2018

IFC International Fire Code, 2012

IPC International Plumbing Code

JBER SMP JBER Stormwater Management Plan, January 2018

MBMA MBSM Metal Building Manufacturers Association Metal Building Systems Manual, 2018

NFPA 30 Flammable and Combustible Liquids Code, 2018 NFPA 30A Motor Fuel Dispensing Facilities and Repair Garages, 2018

NFPA 70 Electrical Code, 2017

OPLAN 19-3 Hazardous Waste, Used Oil, and Hazardous Material Management Plan

PEI RP100 Recommended Practices for Installation of Underground Liquid Storage Systems

STD 123-335-03 Military Service Station and Factory Fabricated Tank Engineering Standard, 2015

UFC 1-200-01 DoD Building Code, 2019

UFC 1-200-02 High Performance and Sustainable Building Requirements, 2018

UFC 3-101-01 Architecture, 2019

UFC 3-260-01 Airfield and Heliport Planning, 2019

UFC 3-301-01 Unified Facilities Criteria, Structural Engineering, 2019

UFC 3-420-01 Plumbing Systems, 2019

FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4

Solicitation - FA500023B0001

UFC 3-410-01 Heating, Ventilating, and Air Conditioning, 2017

UFC 3-460-01 Design: Petroleum Fuel Facilities, 2019

UFC 3-600-01 Fire Protection Engineering for Facilities, 2019

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, 2018

UL 44 Thermoset-Insulated Wires and Cables, 2018

UL 58 Steel Underground Tanks for Flammable and Combustible Liquids, UL 83 Thermoplastic-Insulated Wires and Cables, 2017

UL 971 Nonmetallic Underground Piping for Flammable Liquids, 1995

UL 1746 External Corrosion Protection Systems for Steel Underground Storage Tanks, 2007

FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4

Solicitation - FA500023B0001

Civil

Site Location

Fuel Farm #3 and Fuel Farm #4 are located on the north side of Slammer Avenue, east of Bismark Sea Drive, west of Hangar 11-561, and south of Gold Ramp.

A topographic survey was performed by the USACE-Alaska and is the basis of the site layout.

Climate

JBER is located in Anchorage, Alaska which is a subarctic environment where winter temperatures can drop to -20°F. Summer temperatures can rise to 80°F. The following typical climatic statistics are from the Western Regional Climate Center, www.wrcc@dri.edu, at the Anchorage International Airport.

• Monthly Average Maximum Temperature: 65.2°F (July)

• Monthly Average Minimum Temperature: 8.5°F (January)

• Average Total Annual Precipitation: 15.97 inches

• Average Snow Depth: 12 inches (February)

• Average Total Annual Snowfall: 72.3 inches

Utilities

The site has a multitude of utilities that have been abandoned in place and are not consistently identified or located on the record drawings. Known utility lines include the following:

There is a water line and storm drain line running east/west under Slammer Avenue. Abandoned steam lines run parallel to Slammer Avenue, and north through the UST area at Fuel Farm #4. The Transfer Pipeline, which supplies fuel to much of the base, runs parallel to, and north of, Slammer Avenue. The POL pipe connecting Fuel Farm #4 and Fuel Farm #3 that is to be abandoned also runs parallel to, and north of, Slammer Avenue. At Fuel Farm #3, there are many POL lines which are abandoned, and some which are active, locations of many of these pipes are not certain. There is no sanitary sewer near Fuel Farm #4. There is a sanitary sewer southeast of Fuel Farm #3.

Geotechnical

Based on the attached Geotechnical Report, fill soils were encountered between 6 and 15 feet below grade consisting of gravels and sand with silt and cobbles. These fill soils were determined to be frost susceptible with an estimated frost group ranging from F3 to F2 around Fuel Farm #3, and F1 around Fuel Farm #4. Coarse- and fine-grained soils were encountered below the fill soils and typically consist of dense to very dense gravels and sands with silts and cobbles. The soils indicated an estimated frost group ranging from F2 to NFS indicating they are potentially frost susceptible to non-frost susceptible.

Potentially contaminated material was encountered approximately 25 to 28 feet below the existing ground surface in the soil test borings around existing Fuel Farm #4.

FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4

Solicitation - FA500023B0001 Attachment 1 - SOW mailto:www.wrcc@dri.edu

Perched groundwater was encountered in one boring at Fuel Farm #4 approximately 23 feet below grade, however, the report stated that this is not indicative of a true groundwater table. A groundwater table was not encountered in any boring.

Environmental

Potentially contaminated soils were encountered around Fuel Farm #4 approximately 25 to 28 feet below the existing ground surface. Initial sampling and testing were conducted during the geotechnical program administered by the USACE-AD. Furthermore, a Chemical Data Report was prepared by the Environmental Engineering Branch of the USACE-AD.

According to the ADEC database, the area between Fuel Farm #3 and #4 has been identified as a contaminated site that has completed cleanup.

Anti-Terrorism Force Protection

Anti-Terrorism Force Protection (ATFP) requirements are covered by UFC 4-010-01 and UFC 4-010-02.

These UFCs are only applicable for buildings which meet the occupancy level of inhabited buildings.

Inhabited buildings are defined in UFC 4-010-01, section D-2 as “Buildings or portions of buildings routinely occupied by 11 or more DoD personnel and with a population density of greater than one person per 430 gross square feet.” The filter building at Fuel Farm #4 and the Retail Station building at Fuel Farm #3 will not be routinely occupied and therefore the ATFP requirements do not apply to the facilities in this project.

Permitting

Water/Sewer The State of Alaska, Department of Environmental Conservation (ADEC) is the governing approval authority for water and sewer systems on JBER. Engineering Plan Review (EPR) is required for certain water and sewer improvements. However, per discussions with ADEC, a single water or sewer service that serves only a single building is exempt from the EPR process. Therefore, EPR by ADEC for water or sewer service should not be required for this project.

Stormwater Under the Alaska Pollutant Discharge Elimination System (APDES) stormwater program, JBER is considered a regulated small Municipal Separate Storm Sewer System (MS4) and requires an APDES permit to discharge stormwater to waters of the United States. JBER has been issued an APDES permit from ADEC to operate under the 2019 JBER Stormwater Management Plan (SWMP). The permit is effective from October 1, 2019 to September 30, 2024.

Underground Storage Tanks ADEC 18 Alaska Administrative Code (AAC) 78 Underground Storage Tanks (USTs) regulations require a Work Plan be submitted to ADEC for review prior to removal, abandonment, and installation of USTs, piping, and appurtenances. The construction contractor will be required to prepare a Work Plan and necessary forms in accordance with the regulations and submit to Base Environmental and ADEC to obtain approval. The construction contractor is responsible for notifying ADEC when the work is complete. EPR review by ADEC is not required. The contractor will need to use a certified (Alaska) UST Worker for the tank work and follow the ADEC 18 AAC 78 requirements. Procedure is as follows:

FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4

Solicitation - FA500023B0001

1. Any UST removals will need to have a pre-approved Site Work Plan and final approval from ADEC. The contractor will need to provide a draft copy of the site work plan for the UST removal to the 673 CES/CEIEC Environmental Tank Manager for comments. Once the comments have been provided, a draft copy can be submitted to ADEC for review and approval. The contractor will meet with ADEC for the pre-approval site work plan for the UST removal and response/address any of their comments to the plan to ensure final approval from ADEC.

2. Notify the 673 CES/CEIEC Environmental Tank Manager no less than 60 days prior to removal.

The contractor will complete the pre-closure and post –closure notification process as required by ADEC and submit copies of the pre-closure and post-closure notification ADEC. They will need to provide copies to 673 CES/CEIEC Environmental Tank Manager within five (5) working days of notification to the state.

3. Contractor will conduct tank removal site assessments and 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 those assessments, reports and forms within the ADEC timelines. The site characterization will be completed and will be conducted by ADEC qualified personnel. The contractor will provide a Site Assessment & Release Investigation Report (SARI) and site characterization report to 673 CES/CEIE Environmental Tank Manager within 60 days of tank removal.

4. The Contractor will provided a draft and final copy of the Site Assessment & Release Investigation Report (SARI) to ADEC for final approval. Any comments or concerns that ADEC may have will be addressed by the contractor.

5. Contractor is responsible for disposal of any residual product and sludge remaining in the tanks prior to removal.

6. Construct soil containment cell at an individual site to temporarily store contaminated soil if any are encountered during excavation work. 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.

7. Contractor is responsible for cleaning and disposal of removed tank or tanks.

8. 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 UST workers and document of qualifications will be provide to the 673 CEC/CEIE prior to conducting any work at the sites.

9. 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.

10. The contractor will provide backfill material to close the excavation and compact the backfill to prevent settlement in accordance with 18 AAC 78 and API 1604.

FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4

Solicitation - FA500023B0001

11. Contractor will document all 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 673 CES/CEIE for review.

12. New Truck Loading & Offloading – follow the requirements for secondary containment system per 40 CFR 112 and ADEC 75.075

Coatings

Anti-slip coatings will be applied to the ULSD Truck Rack at Fuel Farm #4, and the Offload and Dispenser area at Fuel Farm #3. Anti-slip coatings will be resistant to jet fuel and diesel and gray in color.

Fuel Farm #4

Existing Conditions

Fuel Farm #4 consists of three JP-8 USTs, canopy, filter building, and a truck fillstand area with four JP-8 fillstand positions. The area surrounding the USTs and filter building is surfaced with gravel. The truck fillstands are located within a concrete secondary containment area and is accessed by an asphalt driveway. The rest of Fuel Farm #4 is mostly covered with grass.

Demolition

USTs: The three JP-8, single wall USTs are buried approximately 10-feet below grade with vaults allowing access to the tank manways and other appurtenances. USTs will be removed and disposed of off-site in accordance with 18 AAC 78.085.

Filter Building and Canopy: The filter building (building 11583) and foundation and canopy (building 11584) over the USTs will be demolished.

POL Transfer Line: The majority of the 8-inch POL transfer line that connects Fuel Farm #4 to Fuel Farm #3 will be abandoned in place. A portion of the transfer line at Fuel Farm #4 will be removed as required to construct new features.

Utilities: An abandoned steam line runs parallel to Bismark Sea Drive, and through the area where the new USTs will be located. The extent of the steam lines is unknown, if they extend north of the proposed site improvements, those will be abandoned in place. The steam line will be removed to provide room for the new USTs. A manhole south of the filter building will be demolished as well as the unknown utility line which connects the manhole to the filter building. The electrical conduit and other utilities attached to the filter building will be removed. Portions of the POL lines to the JP-8 truck fillstand will be removed to accommodate a larger filter building. POL lines connecting the USTs to the filter building will be removed. The Transfer pipeline, south of the filter building, will remain active throughout construction and will be used to serve the new facility.

Asphalt Pavement: It is assumed that a section of Bismark Sea Drive will need to be removed as a result of the excavation to remove the USTs. Pavement cuts will be made where the new POL line runs under the existing truck fillstand access drive, and where the bypass lane connects to existing asphalt. Curbs and pavement will be demolished in these areas as required.

FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4

Solicitation - FA500023B0001

Site Layout

Setback Requirements

Fuel Farm #4 Setback Requirements

Code Required Distance

(feet)

Provided Distance

(feet) Notes

Offloading Facility to Fuel Farm Fence

UFC 3-460-01, 3-3.2.1d, 3- 4.2.1b 25 >200

Measured to airfield fence, south of Slammer Avenue

Offloading Facility to Property Line NFPA 30, 28.4.1 15 >100

Measured to airfield fence, south of Slammer Avenue

Tank to Tank UFC 3-460-01, 8-3.5.2 3 5

Tank to Building UFC 3-460-01, 8-3.6.1 10 15.5(2)

To mitigate pressure on tank from building footing. To Bulk Storage tanks. For PRT see note 2.

Tank to Property Line UFC 3-460-01, 8-3.6.1 10 >100 Measured to airfield fence, south of Slammer Avenue

Tank to Roadway UFC 3-460-01, 8-3.7.1a 0(1) 17 0 feet required for regularly traveled roads and highways

Tank to Overhead Electric Line UFC 3-460-01, 8-3.7.1d 50 >100

Tank to Load or Offload Facility UFC 3-460-01, 8-3.8 25 90

Tank 404 to ULSD Truck Rack.

Not applicable for gravity-fed drop tank (tank 407) per UFC 3460-01, 7-3.10 and NFPA 30A, 9.2.2.2.

Offloading Facility to Building NFPA 30, 28.4.1 15 40 Measured from northeast corner of building to back of curb at ULSD offload

1. Bismark Sea Drive is a Fuel Farm utility or fire access road and therefore the USTs are not required to be 25 feet from the road per UFC 3-460-01, section 8-3.7.1.

2. PRT is 7 feet from footing and at a similar elevation. Pressure from the building, assumed at 60 ° downward, will not put pressure on the tank.

FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4

Solicitation - FA500023B0001

50,000-Gallon USTs: The six new JP-8 USTs will be located between the filter building and Bismark Sea Drive. Each tank will be approximately 60-feet in length and 12-feet in diameter. There will be concrete drip pads under the flanges and valves. Bismark Sea Drive is considered not to be a regularly traveled road and therefore the USTs are not required to be 25 feet from the road per UFC 3-460-01, section 83.7.1.

Filter Building: The new filter building will be located in approximately the same location as the existing building, north of Slammer Avenue. A concrete sidewalk will be provided along the south and east sides of the building with an exterior ramp and double doors to provide access into the building for maintenance equipment. A paved area will be provided for parking and for pumping out the PRT with access from Slammer Avenue. The short section (approximately 125 LF) of Slammer Avenue between Bismark Sea Drive and the filter building will be paved with asphalt pavement to improve maneuvering and snow plowing to and from the provided parking spaces/PRT.

ULSD Loading and Offloading: A new ULSD loading and offloading area will be provided adjacent to the JP-8 truck fillstand access driveway, west of the JP-8 truck fillstand. An anti-slip surface coating will be provided on the concrete similar to the coating at the existing truck fillstands. It will have a 14-foot wide lane with a raised concrete pad on the west side for fuel offloading and a raised concrete pad on the east side for fuel loading. The ULSD vehicles will follow a one-way traffic pattern (to match vehicles using the existing truck rack) where they will enter from the north and exit to the south. Egress path around existing truck fillstand is provided via the bypass lane (see section below) east of the JP-8 truck fillstands. The existing access driveway will function as a bypass lane, around the ULSD loading and offloading, for the R-11 refuelers proceeding to the JP-8 truck fillstands.

Remote Containment Basin: A concrete remote containment basin will be provided for the ULSD truck rack. The capacity of the remote containment basin plus the capacity of the truck rack will be sized to contain the largest tank truck compartment; with the remote containment basin containing a minimum of 25% of the total volume per UFC 3-460-01, section 3-3.3.2 and 3-4.2.1. Base operations indicate that current delivery comes from Crowley but could also be from others in the future. Based on Crowley and Weaver Brothers' vehicle data, 5,700 gallons is the maximum compartment size. There will be approximately 2,500 gallons of containment provided by the slab, and 4,200 gallons of containment provided by the remote containment basin for a total of approximately 6,700 gallons of containment.

Liquid collected on the surface of the load/offload area will gravity drain to the containment basin where it will be stored until the containment drain valve is opened. Normal operations will require a visual inspection of the liquid before opening the (normally closed) valve and releasing to the storm drain system. In the event of a spill, the contaminated liquid in the containment basin will be removed by a vacuum truck. The basin is adjacent to a roadway for each vehicle access to pump out. The top of the remote containment basin is at least 6 inches above the containment areas to prevent overtopping. There is only one inlet, so a flap gate will not be provided.

Bypass Lane for JP-8 Truck Fillstand: The existing bypass lane is too narrow and will be demolished.

An asphalt bypass lane and concrete curb will be added to the east side of the JP-8 truck fillstands to allow the vehicles exiting the ULSD rack to easily maneuver around the fillstands. The bypass lane will be wider at the southern end so that the commercial trucks can make the turn without interfering with the fillstands.

Airfield Clearance: Fuel Farm #4 is within the 1,000-foot setback from the airfield centerline known as the Primary Surface. Structures such as the filter building have been located so that they are not

FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4

Solicitation - FA500023B0001 encroaching into the primary surface more than what is existing. The filter building’s northwest corner will be in the same general location as the existing northwest corner. The building footprint will be extended south and east, away from the airfield centerline.

Grading and Drainage

While there are no reported drainage issues with the site, the existing grading at Fuel Farm #4 is less than desirable. The ground is against the existing building and above the finish floor on the north and east sides, and the east side slopes towards the existing building. The ground along the west side of the building is lower than the finish floor but is a low area that does not drain to a storm drainage system, runoff likely ponds and infiltrates in this gravel area. In addition to these existing challenges, the new building extends further east which is further uphill. Due to these conditions, the finished floor of the new filter building was raised so that there is positive drainage away from the building (unlike existing building). A swale will be located along the north and east sides of the tank gravel pad so that drainage is diverted around the tank area The ULSD loading and offloading area will also be elevated with rollover curbs at the entrance and exit to prevent additional stormwater from entering the containment area. In general, drainage around the filter building will flow to the southwest.

Pavement Design

The pavements were designed using the Pavement-Transportation Computer Assisted Structural Engineering software which incorporates a 25-year design life. The PCASE calculations resulted in minimum structural sections. These sections were increased and/or rounded for construction practicality.

The resulting design sections are as follows:

• Rigid Pavement: 10 inches of concrete, 12 inches of base course. The pavement will be reinforced with #5 at 12 inches on center, each way, top and bottom, to meet ACI 350.2R reinforcing requirements for ‘pavement slabs’.

• Flexible Pavement: 4 inches of asphalt, 4 inches of base course, and 6 inches of subbase.

Water

The filter building will require a water service to serve the emergency shower and eyewash station. The existing 10-inch transite (asbestos-cement) water main runs east/west in Slammer Avenue and is approximately 68 feet south of the proposed filter building. A 1 1/2-inch copper water service will connect to this water main and be buried at least 10 feet. The service will be per 673rd CES standard details for water services.

Floor Drain

There is a floor drain in the MCC room for the water heater. There is no known sanitary sewer in the area.

It will drain to a drywell north of the filter building. The floor drain is unlikely to ever see water and if so, will be much less than a full water heater failure. However, in the event of a full water heater failure and a frozen ground, the drywell is sized to accommodate greater than 52 gallons (size of water heater) below the pipe invert.

FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4

Solicitation - FA500023B0001

Landscaping

Surfaces which are not paved will have 4 inches of topsoil and be seeded or gravel surfaced.

Fuel Farm #3

Existing Conditions

Fuel Farm #3 consists of four USTs used for bulk storage (three JP-8 and one ULSD), a Retail Station with four dispensers, two USTs which supply the Retail Station (one ULSD and one JP-8), Retail Station building, and two canopies. The site is generally flat and contains gravel, asphalt, and concrete pavement surfacing.

Phasing

Phasing is critical for this facility. See the Executive Summary for overall phasing discussion.

Demolition

USTs: The USTs (Tank 42, 43, 44, and 45) are buried approximately 10-feet below grade with vaults allowing access to the tank manways and other appurtenances. Tanks will be removed and disposed of off-site, in accordance with ADEC requirements. 18 AAC 78.085 Permanent Closure and Change in Service outlines the following requirements for UST removal:

1. Empty and clean the tank by removing all liquid and sludge.

2. Describe the intended method for disposal of the liquid and accumulated sludge.

3. Remove the tank and associated piping from the ground to be taken out-of-service permanently.

4. Conduct a site characterization in accordance with 18 AAC 78.090.

5. Conduct either a site assessment or a release investigation in accordance with 18 AAC 78.090 and 18

AAC 78.235.

6. Within 30 days of closure, submit a completed post-closure notice, notify the departments as to whether all applicable local, state, and federal closure requirements were met, and comply with 18 AAC 78.090 and, if applicable, 18 AAC 78.210.

Retail Station Building and Canopy: The existing Retail Station building (building 11567) and foundation will be demolished. The canopy (building 11568) and foundations will be demolished.

Retail Station: The existing Retail Station will be demolished as a direct result of the removal of the four existing bulk storage USTs because they are located partially below the existing Retail Station.

POL Transfer Line: The majority of the existing 8-inch POL transfer line that connects Fuel Farm #4 to Fuel Farm #3 will be abandoned in place. A portion of the transfer line at Fuel Farm #3 will be removed as required to construct new features. After the pipe is cleaned the portion to be abandoned in place will be grouted and the end capped.

FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4

Solicitation - FA500023B0001

Utilities: The electrical conduit and other utilities attached to the Retail Station building will be removed.

The Transfer pipeline south of the AGE tanks and parallel to Slammer Avenue will remain active throughout construction.

Abandoned Truck Rack: The concrete truck rack northwest of the Retail Station building has been abandoned and will be demolished and replaced with asphalt pavement.

Site Layout

The layout of Fuel Farm #3 is largely based on the request to have minimal downtime of the Retail Station, retain similar Retail Station capabilities, and to continue using the two existing USTs that serve the Retail Station.

Setback Requirements

Table: Fuel Farm #3 Setback Requirements

Code

Required Distance

(feet)

Provided Distance

(feet)

Notes

Tank to Load or Offload Facility

UFC 3-460-01, 7-3.10

and

NFPA 30A, 9.2.2.2

No minimum separation for gravity filled tank

Tank to Building

UFC 3-460-01, 8-3.6.1

To mitigate pressure on tank from building footing

Tank to Roadway UFC 3-460-01, 8-3.7.1a 0(1) 54

Offloading Facility to Property Line

NFPA 30, 28.4.1

>100

Measured to airfield fence, south of Slammer Avenue.

Offloading Facility to Building

NFPA 30, 28.4.1

15 feet for Class II liquids

Dispenser to Property Line

NFPA 30A, 6.2.1.1

>100

Measured to airfield fence, south of Slammer Avenue.

Dispenser to Buildings

NFPA 30A, 6.2.1.2

Excluding Canopies

Dispensing Nozzle to Building Openings

NFPA 30A, 6.2.1.4

Fully extended nozzle, 25foot hose

Bismark Sea Drive is considered to be a Fuel Farm utility or fire access road and therefore the USTs are not required to be 25 feet from the road per UFC 3-460-01, section 8-3.7.1.

Retail Station: A new Retail Station will be provided with two JP-8 dispensers and two ULSD dispensers.

The JP-8 dispensers will serve auxiliary power units, and the ULSD dispensers will mainly serve the snow removal equipment. The center lane will be sized to accommodate the snow removal equipment.

The widest piece of snow removal equipment is the broom attachment on the Oshkosh vehicle which is

FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4

Solicitation - FA500023B0001 approximately 20 feet wide. There will be two islands spaced 24 feet apart to allow a 2-foot gap on each side of the broom when using the center lane. The Oshkosh vehicles will be able to fill both of their fuel tanks simultaneously from the dispensers on either side of the vehicle when using the center lane. UFC 3- 460-01, Section 7-3.12 requires the Retail Station to have general spill containment for the most likely spill volume. The most likely spill volume was determined to be the following scenario: The connection between the dispenser and vehicle fails and it takes a maximum of one minute for the operator to shut off the pump. There are two emergency fuel shutoff devices within 50 feet. If both dispensers are flowing, there could be a maximum flow rate of 44 gallons per minute which would result in 44 gallons of fuel spilled. The Retail Station will be sloped to an inlet which will drain to a remote containment basin to the northwest. Since the remote containment basin is shared with the truck rack it will be sized to contain a much larger spill, as described below.

Retail Station Building: A new building will be located in the existing grassed area south of the USTs to remain. There will be one paved parking stall with access from Slammer Avenue. A sidewalk will be provided on the south and east sides of the building and connect the building to the paved Retail Station area to the east.

Offload Rack: An offload rack will be provided east of the existing ULSD and JP-8 USTs to remain. The length of the offload area will be sized for a single trailer length being offloaded for vehicles with multiple trailers. An inlet will drain to a remote containment basin. UFC 3-460-01, Section 7-3.12 requires the Retail Station to have general spill containment for the most likely spill volume. The most likely spill volume was determined to be the following scenario: The offloading hose disconnects and a tank truck compartment empties; the largest tank truck compartment was assumed to be 5,700 gallons on the commercial vehicles. New asphalt pavement and curbs will be provided south of the offload station to accommodate the vehicles turning onto Slammer Avenue after offloading operations.

Remote Containment Basin: A concrete remote containment basin will be provided for the offload truck rack due to the size of the assumed spill. Base operations indicate that current delivery comes from Crowley but could also be from others in the future. Based on Crowley and Weaver Brothers' vehicle data, 5,700 gallons is the maximum compartment size. Liquid collected on the surface of the load/offload area will gravity drain to the containment basin where it will be stored until the containment drain valve is opened. Normal operations will require a visual inspection of the liquid before opening the (normally closed) valve and releasing to the storm drain system. In the event of a spill, the contaminated liquid in the containment basin will be removed by a vacuum truck. The basin is adjacent to a roadway for vehicle access. The inlet pipes will have flap gates to prevent a spill in one area from backing up into the other.

The top of the remote containment basin is at least 6 inches above the containment areas to prevent overtopping.

Grading and Drainage

The grading and drainage at Fuel Farm #3 are designed to generally maintain existing patterns. The Retail Station building is raised so that there is positive drainage away from the foundation. A swale will divert drainage around the Retail Station. The offload rack will be graded to prevent drainage from entering the containment area. Natural drainage patterns direct water towards the dispenser area. Since the dispenser area is required to have general containment and is tied into the remote containment basin, a small rollover curb, approximately 2 inches tall, will be provided around this area to keep additional stormwater from entering the containment area. The area where the existing USTs will be removed will generally

FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4

Solicitation - FA500023B0001 slope southwest toward an existing storm drain catch basin. The abandoned truck rack will be replaced with asphalt pavement and sloped northwest into the storm drainage system along Gold Ramp.

Pavement Design

The pavements were designed using the Pavement-Transportation Computer Assisted Structural Engineering software which incorporates a 25-year design life. The PCASE calculations resulted in minimum structural sections. These sections were increased and/or rounded for construction practicality.

The resulting design sections are as follows:

• Rigid Pavement: 10 inches of concrete, 12 inches of base course. The pavement will be reinforced with #5 at 12 inches on center, each way, top and bottom, to meet ACI 350.2R reinforcing requirements for ‘pavement slabs’.

• Flexible Pavement: 4 inches of asphalt, 4 inches of base course, and 6 inches of subbase.

Water

The Retail Station building will require water service for bathroom and emergency shower and eyewash station. The existing 10-inch transite water main runs east/west in Slammer Avenue and is approximately 53 feet south of the new Retail Station building. A 2-inch copper water service will connect to this water main and be buried at least 10 feet. The service will be per Doyon Utilities' standard details for water services.

Sewer

It is assumed there is no sewer main directly south of the new building. The sewer service line will be 4inch ductile iron pipe and will gravity drain from the Retail Station to an existing sanitary sewer manhole approximately 67 feet southeast of the new Retail Station building and be buried a minimum of 5 feet.

Finish grading around the sanitary sewer manhole will be lower than existing by approximately 0.33 feet.

It has been assumed the elevation of the rim can be changed by adjusting grade rings.

Landscaping

There is approximately 10,000 SF of unpaved area where the existing Retail Station and USTs will be removed. This area will have 4 inches of topsoil and be seeded except for the area around the valve to remain which will be gravel.

FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4

Solicitation - FA500023B0001

Mechanical/POL

Fuel Farm #3

Storage Capabilities: Fuel Farm #3 storage consists of four carbon-steel, single-wall horizontal USTs.

Three tanks (Tanks 43, 44, and 45) are non-regulated 50,000-gallon capacity JP-8 storage tanks. Tank 42 is a regulated 25,000-gallon capacity ULSD storage tank. Fuel Farm #3 also includes two regulated 25,000-gallon fiberglass reinforced plastic (FRP) double-wall USTs (Tanks 325 and 337) associated with the aircraft ground equipment (AGE) refueling station. Tank 325 stores JP-8 and Tank 337 stores ULSD.

The AGE refueling station tanks will be reused under this project.

Receipt Capabilities: Fuel Farm #3 receives JP-8 via an 8-inch/10-inch underground transfer pipeline from Bulk Storage. Alternatively, fuel can be transferred between Fuel Farm #3 and Fuel Farm #4 (located 950 feet to the west) by an 8-inch underground pipeline. JP-8 is not filtered upon receipt. Fuel Farm #3 includes two JP-8 return to bulk (RTB) connections and one bowser offload point with offload pump. Fuel Farm #3 receives ULSD into Tank 42 via gravity offload from a commercial tanker truck. JP8 and ULSD are received into the AGE refueling station USTs via gravity offload from commercial tanker trucks.

Issue Capabilities: Fuel Farm #3 does not have the capability to issue JP-8 to a truck fillstand, rather JP-8 is transferred to Fuel Farm #4 via the 8-inch underground pipeline. Fuel Farm #3 does not have the capability to filter fuel upon issue. Bulk ULSD is issued to a truck fillstand for filling of C300 fuel trucks.

The AGE refueling station tanks issues ULSD and JP-8 via submersible turbine pump to retail-type fuel dispensers adjacent to the canopy. This AGE refueling station consists of two dual-hose, single product ULSD dispensers, and two dual-hose, single-product JP-8 dispensers.

Summary of Mechanical POL Scope Items

The Mechanical POL scope of work for Fuel Farm #3 will consist of removal of the existing bulk JP-8 and ULSD tanks (Tanks 42, 43, 44, and 45) and associated pumps and piping, including the JP-8 RTB and bowser offload piping and the ULSD receipt and fillstand piping. The 8-inch/10-inch underground transfer pipeline from Bulk Storage tie-in will be removed. The 8-inch JP-8 transfer pipeline between Fuel Farm #3 and Fuel Farm #4, will be drained, cleaned, and abandoned in place.

The existing AGE refueling station dispensers will be removed and a new AGE refueling station will be constructed approximately 40 yards west of the existing AGE refueling station dispensers. The existing AGE refueling station USTs will remain and be reused. The existing underground fiberglass reinforced plastic (FRP) AGE refueling dispenser supply piping and tank sump penetrations will be removed and new AGE refueling dispenser supply piping will be installed.

Storage Capabilities: Fuel Farm #3 will consist of two existing regulated 25,000-gallon fiberglass reinforced plastic (FRP) double-wall USTs (Tanks 325 and 337) associated with the aircraft ground equipment (AGE) refueling station.

Receipt Capabilities: Fuel Farm #3 will receive JP-8 and ULSD into the existing AGE refueling station USTs via gravity offload from commercial tanker trucks.

FXSB 17-4704 and FXSB 17-4720, Repair Tank Farms 3 and 4

Solicitation - FA500023B0001

Issue Capabilities: Fuel Farm #3 will be provided with a new AGE refueling station consisting of two high-flow, dual-hose, single product ULSD dispensers and two high-flow, dual-hose, single-product JP-8 dispensers.

Mechanical POL Design Parameters

Design Temperatures

The design criteria data is provided by the National Oceanic and Atmospheric Administration (NOAA) National Climatic Data Center.

1. Median of Extreme High Temperature: 76°F.

2. Median of Extreme Low Temperature: -17°F.

3. Mean Daily Range: 14°F.

Based on the design criteria for the median,…