Attachment D - Technical Scope of Work.pdf

TECHNICAL SCOPE OF WORK

1. GENERAL

2. ENVIRONMENTAL HEALTH AND SAFETY

3. API 653 REPAIRS AND MAINTENANCE

GENERAL

1.1 PROJECT DESCRIPTION

This project includes repairs and maintenance of two vertical aboveground storage tanks and the replacement of the containment liners at the Reagan Test Site (Kwajalein Atoll), Marshall Islands, for Facility 961 (Tank 7) and Facility 962 (Tank 6). Both tanks contain JP-5 fuel.

1.2 PHASING

There are ongoing projects by others to construct new tanks and provide new piping serving these tanks. The Contractor must coordinate their design and construction efforts with these other projects. The Contractor shall phase their work, in coordination with the installation, to minimize disruption to existing fuels operations.

Both tanks are currently in service since their last inspection. Tank conditions must be verified in accordance with paragraph 3.12 TANK CLEANING prior to beginning any hot work. Only one tank may be taken out of service at a time. Coordinate with USACE COR and the installation prior to tank drawdown.

The location of the Contractor's staging and storage area shall be shown on the 100% design drawings. Contractor access route to the project location shall be shown on the drawings.

A phasing plan shall be submitted to the COR for review and approval. A written notice must be provided to the COR not less than 10 days in advance of any disruptions to fueling operations.

ENVIRONMENTAL HEALTH AND SAFETY

2.1 ENVIRONMENTAL COMPLIANCE AND SUSTAINABILITY

2.1.1 General Requirements

Minimize environmental pollution and damage that may occur as the result of construction operations. The environmental resources within the project boundaries and those affected outside the limits of permanent work must be protected during the entire duration of this contract.

Comply with all applicable federal, state, and local environmental laws and regulations including lead-based paint (LBP) regulations. Any delays resulting from failure to comply with environmental laws and regulations will be the Contractor's responsibility. Contractor is required to obtain all necessary federal, state, and local permits required for this project and review federal and state regulations and pay any required fees.

2.1.2 Sustainability and Energy Efficiency Policy

The “Sustainability” goal for this project is to reduce the amount of construction related debris that is deposited in local landfills. Materials that are recyclable, e.g., concrete, asphalt, aluminum, copper, brass, steel, plastic, cardboard, glass, etc., shall be recycled so as to minimize impact on local landfills. In accordance with Unified Facilities Guide Specification (UFGS), 01 74 19- A minimum of 60 percent by weight of total project solid waste shall be diverted from the landfill.

The Contractor shall be responsible for the transportation and disposal of recyclable materials outside the limits of the government property.

2.1.3 Environmental Protection Plan

Prior to commencing construction/demolition activities or delivery of materials to the site, the Contractor shall submit an Environmental Protection Plan prepared in accordance with Temporary Environmental Controls 01 57 19 for review and approval by the Contracting Officer.

The Contractor shall maintain a current version of the Environmental Protection Plan on site for review by interested parties and implementing any additional requirements in complying with applicable federal, state, and local environmental protection laws and regulations.

Copies of all environmental permits, permit application packages, approvals to construct, notifications, certifications, reports, and termination documents shall be attached, as an appendix, to the Environmental Protection Plan.

The Contracting Officer will notify the Contractor in writing of any observed noncompliance with federal, state, or local environmental laws or regulations, permits, and other elements of the Contractor's Environmental Protection Plan. The Contractor shall, after receipt of such notice, inform the Contracting Officer of the proposed corrective action and take such action when approved by the Contracting Officer. The Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No time extensions shall be granted, or equitable adjustments allowed to the Contractor for any such suspensions. This is in addition to any other actions the Contracting Officer may take under the contract, or in accordance with the Federal Acquisition Regulation or Federal Law.

The Environmental Protection Plan shall include, but shall not be limited to, the following:

a) Name(s) of person(s) within the Contractor's organization who is (are) responsible for ensuring adherence to the Environmental Protection Plan.

b) Name(s) and qualifications of person(s) responsible for manifesting hazardous waste to be removed from the site, if applicable.

c) Name(s) and qualifications of person(s) responsible for training the Contractor's environmental protection personnel.

d) Description of the Contractor's environmental protection personnel training program.

e) An erosion and sediment control plan which identifies the type and location of the erosion and sediment controls to be provided.

f) Drawings showing locations of proposed temporary excavations or embankments for haul roads, stream crossings, material storage areas, structures, sanitary facilities, and stockpiles of excess or spoil materials including methods to control runoff and to contain materials on the site.

g) Traffic control plans including measures to reduce erosion of temporary roadbeds by construction traffic, especially during wet weather. Plan shall include measures to minimize the amount of mud transported onto paved public roads by vehicles or runoff.

h) Work area plan showing the proposed activity in each portion of the area and identifying the areas of limited use or nonuse. Plan should include measures for marking the limits of use areas including methods for protection of features to be preserved within authorized work areas.

i) Drawing showing the location of waste and borrow areas.

j) The Spill Control Plan shall include the procedures, instructions, and reports to be used in the event of an unforeseen spill of a substance regulated by 40 CFR 68, 40 CFR 302, 40 CFR 355, and/or regulated under federal, state, or local laws and regulations. The Spill Control Plan supplements the requirements of EM 385-1-1 and Installation specific measures.

k) A Solid Waste Disposal Plan identifying methods and locations for solid waste management/disposal including non-hazardous waste streams, soils, and other clearing debris. The plan shall include details for waste stream segregation, management, storage, sampling, handling and schedules for disposal, subcontractors responsible for the transportation and disposal of solid waste, and licenses or permits for solid waste disposal sites that are not a commercial operating facility. Attach evidence of the disposal facility's acceptance of the solid waste to this plan during the construction. Attach a copy of each of the Non-hazardous Solid Waste Diversion Reports to the disposal plan. Submit the report on regular intervals (i.e., first working day after the first quarter that non-hazardous solid waste has been disposed and/or diverted and for the previous quarter (e.g., the first working day of January, April, July, and October)). The report shall indicate the total amount of waste generated and total amount of waste diverted in cubic yards or tons along with the percent that was diverted.

l) A recycling and solid waste minimization plan with a list of measures to reduce consumption of energy and natural resources. The plan shall detail the Contractor's actions to comply with and to participate in federal, state, and local government sponsored recycling programs to reduce the volume of solid waste at the source.

m) An air pollution control plan detailing provisions to assure that dust, debris, materials, trash, etc., do not become air borne and travel off the project site.

n) A Contaminant Prevention Plan that: identifies potentially hazardous substances to be used on the job site; identifies the intended actions to prevent introduction of such materials into the air, water, or ground; and details provisions for compliance with federal, state, and local laws and regulations for storage and handling of these materials. In accordance with EM 385- 1-1, a copy of the Safety Data Sheets (SDS) and the maximum quantity of each hazardous material to be on site at any given time shall be included in the Contaminant Prevention Plan.

As new hazardous materials are brought on site or removed from the site, the plan shall be updated.

o) A Wastewater Management Plan that identifies the methods and procedures for management and/or discharge of waste waters which are directly derived from construction activities, such as concrete curing water, clean-up water, disinfection water, hydrostatic test water, and water used in flushing of lines. Include any applicable permits, documentation, and sketches.

p) A Historical, Archaeological, Cultural, Biological, and Wetland Resources Plan that defines procedures for identifying and protecting the resources known to be on the project site and any resources discovered during construction/demolition. The plan shall identify lines of communication between Contractor personnel and the Contracting Officer.

2.1.4 Existing Environmental Contamination

Petroleum contaminated soil and groundwater maybe present based on historic and current land use. Any contamination encountered will be handled only to the extent in which it is disturbed in executing the Scope of Work. Follow all federal, state, and local regulations/guidance for handling and disposal, as required. There is an out of service AFFF fire protection system in place however, AFFF has not been introduced to the system, PFAS contamination is not expected to be encountered.

The Contractor shall be responsible for segregation of contaminated media, sampling and laboratory analyses as appropriate. Contaminated soil can be stockpiled with an impermeable liner and cover or containerized while awaiting the testing results and subsequent removal off-site, or disposal on-site if appropriate. Contaminated groundwater can be containerized while awaiting the testing results and removal and disposal off-site, or disposal on-site if appropriate.

Work with the installation and government agencies to follow disposal procedures in place.

Lead based paint (LBP) and paint containing chromium may be present at this location in or on structures scheduled for demolition or renovation. The Contractor shall perform a survey for LBP and paint containing chromium prior to any demolition or renovation activities. Upon completion of the survey, the Contractor shall share the results with the Contracting Officer, who will determine whether to exercise the associated option CLINs.

2.2 GENERAL DESCRIPTION

Environmental protection is the prevention/control of pollution and habitat disruption that may occur to the environment during construction/demolition. The control of environmental pollution and damage requires consideration of land, water, and air; biological and cultural resources; and includes management of visual aesthetics; noise; solid, chemical, gaseous, and liquid waste;

radiant energy and radioactive material as well as other pollutants.

2.3 DESIGN CRITERIA AND REFERENCE PUBLICATIONS

UNIFIED FACILITIES CRITERIA (UFC)

UFC 3-460-01 Petroleum Fuel Facilities, Design (Jul 2019, Chg. 3 – June 2023)

CODE OF FEDERAL REGULATIONS (CFR)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.120 Hazardous Waste Operations and Emergency Response

29 CFR 1910.1000 Air Contaminants

29 CFR 1910.1000 OSHA regulated chemicals

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.65 Hazardous Waste Operations and Emergency Response

40 CFR 112 Spill Prevention Control and Countermeasure Plans

40 CFR 261 Identification and Listing of Hazardous Waste

49 CFR 171 General Information, Regulations, and Definitions

49 CFR 172 Hazardous Materials Table, Special Provisions, Hazardous Materials Communications, Emergency Response Information, and Training Requirements

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual (2024)

AMERICAN PETROLEUM INSTITUTE (API)

API RP 2219 (2005) Safe Operation of Vacuum Trucks in Petroleum

Service

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 30 (2023) Flammable and Combustible Liquids Code

2.4 COMPLIANCE

a. Comply with and obtain all applicable federal, state, and local regulations and permits required for this project and review federal, state and installation policies and procedures.

b. Project Design shall be completed pursuant to 40 CFR Parts 112 and/or 280 (as applicable), to the greatest extent possible and in accordance with the National Contingency Plan, 40 CFR Part 300, Subpart D, 29 CFR 1910, 29 CFR 1926, and USACE Safety Regulation EM-385-1-1.

2.5 SAFETY AND HEALTH GENERAL DESIGN

2.5.1 Accident Prevention Plan/Site Safety and Health Plan (APP/SHHP)

Contractor shall be required to prepare a written site-specific Accident Prevention Plan (APP) that addresses all occupational safety and health hazards associated with the project. Should initial sampling and laboratory analysis show contamination over regional screening levels a Site Safety and Health Plan (SSHP) for contaminant-related hazards shall be added to the APP as an appendix. Contractor shall cover each SSHP element in Appendix A of EM 385-1-1 as applicable.

The SSHP will require government Contracting Officer acceptance before any work begins.

The Accident Prevention Plan (APP), required as part of the base contract, shall include an Activity Hazard Analysis (AHA) to provide for the safety of workers performing operations which involve exposure to hazardous materials. The Contractor shall develop the AHA in accordance with appropriate federal, state, and local regulations.

2.5.2 Site Safety and Health Officer

The Site Safety and Health Officer (SSHO) required in the 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS specification must meet the qualifications listed in this section and shall be in accordance with EM 385-1-1 Section 01.A.17 and Section 33.C.02.

2.5.3 Hot Work and Potential Sources of Ignition

Hot work and potential sources of ignition are of particular concern on this project and will require coordination with the installation fuels safety personnel through the Contracting Officer. Before heat is applied to a drum, container, or hollow structure, a vent or opening shall be provided for the release of any built-up pressure generated. SSHO and designee shall conduct air monitoring for flammable vapors in the work area to ensure the safety of workers, including, at a minimum, the measurement of explosive vapor levels in all work areas using a Combustible Gas Indicator (CGI). Eliminate all ignition sources and prevent the discharge of static electricity during venting of flammable vapors. Use explosion-proof, non-sparking equipment and tools when cutting piping.

Clean up all fuel product discharges or spills promptly, and handle and dispose of spill materials, rags, and any petroleum-soaked wastes properly.

2.6 ENVIRONMENTAL DESIGN REQUIREMENTS

The Environmental Design shall include, but shall not be limited to, the following:

a. Soil sampling is required if petroleum contamination is suspected during excavation operations for the project.

b. Design shall include a caveat that if material not indicated that may be hazardous to human health upon disturbance during construction operations is encountered, the SSHO shall stop work immediately and contact the Contracting Officer.

c. Contractor shall be responsible for verification of all existing conditions prior to demolition.

Upon receipt from the Department of Defense (DoD) Environmental Laboratory Accreditation Program (ELAP) approved laboratory, all sampling and lab results will be coordinated through, and documentation will be provided to the Contracting Officer and the Installation Environmental Office via the Contracting Officer.

d. Anticipated sample locations, testing methodology and data interpretation scenarios shall be addressed in the Project specifications and drawings generated, as applicable. All methods and procedures shall follow all federal, state, and local regulations.

e. Laboratory samples collected shall be analyzed by a DoD ELAP certified laboratory. Chemical parameters, analytical methods/procedures, timing constraints, and data interpretation scenarios are presented in a Quality Assurance Project Plan.

f. Any waste descriptions shall be reviewed by an installation Environmental Management Office Point of Contact prior to manifesting. All environmental notifications, permits, permit application packages, fees, approvals to construct, certifications, laboratory analysis, weight bills, and disposal manifest(s) shall be provided to the Contracting Officer and the Installation Environmental Office via the Contracting Officer.

g. Identify locations of monitoring well(s) in the construction/demolition area and vicinity affected by construction/demolition activities. Avoid disturbing the integrity of existing monitoring well(s) during this project. Indicate in specifications and drawings the locations of well(s) that are to be avoided. Address proposed temporary excavations or embankments for haul roads, Contaminant of Concern (COC) locations or plumes, anticipated excavation footprint, and lay down areas for stockpiles of excess or spoil materials.

h. Include the following Unified Facilities Guide Specifications (UFGS), as applicable:

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE

MANAGMENT

02 41 00 DEMOLITION AND DECONSTRUCTION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED

MATERIAL

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS

MATERIALS

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

i. Contractor shall be responsible for any sampling and final documentation required, in a timely manner. Schedules established shall ensure that the Installation via the Contracting Officer has ample time to review all documentation and submit according to applicable regulatory schedules.

j. Contractor to identify critical tasks, establish communication lines, and a notification timeline for critical portions of the project via the Contracting Officer. The timeline will ensure the availability of regulatory agencies and installation personnel to be on site to observe the critical tasks operations, as required.

2.7 WASTE-STREAM REQUIREMENTS

a. Identify requirements for waste identification, excavation and monitoring, segregation, sampling, storing/handling/disposal methods for hazardous and non-hazardous materials as applicable. Identify requirements for any hazardous waste streams such as contaminated soils or water that requires licenses or permits for transportation and disposal. Sampling requirements for individual waste disposal facilities shall be the responsibility of the Contractor. Evidence of the disposal facility's acceptance of the waste shall be submitted to the Contracting Officer and installation Environmental Management Office via the Contracting Officer at regular intervals.

Reports shall indicate the total amount of waste generated and total amount of waste diverted in cubic yards or tons along with the percent that was diverted.

b. Contractor shall notify the Contracting Officer if any material to be disposed of is found to contain hazardous, toxic, biological, or radiological substances. Rubbish and debris will be removed from Government property daily to avoid accumulation at the project site.

c. Identify the methods and procedures for management and/or discharge of waste waters which are directly derived from construction/demolition activities, such as concrete curing water, clean-up water, disinfection water, hydrostatic test water, and water used in flushing of lines. Include any applicable permits, documentation, and sketches.

2.7.1 Petroleum Contaminated Soil (CLIN 0005)

a. The project may encounter petroleum contaminated soils during excavation. See Contract Line Item Number (CLIN) Pricing Schedule for basis for proposal pricing. Should laboratory analysis confirm the presence of petroleum contamination the optional CLIN 0005 will then be implemented to remediate or dispose of the contaminated media following installation policies in place, local and state regulations. Contractor shall be responsible for segregation of materials as appropriate, proper disposal, and notification to regulatory agencies.

b. The Governmental Safety Requirements shall be developed in accordance with appropriate federal, state, and local regulations, especially 29 CFR 1926.65 and the EM 385-1-1 Section 33.

c. The Contractor shall communicate to all field personnel the areas of known contamination and take appropriate measures to prepare for, and handle any contamination encountered. A Site Safety and Health Plan (SSHP) for contaminant-related hazards shall be developed to the APP as an appendix. Contractor shall cover each SSHP element in Appendix A of EM 385-1-1 as applicable. The SSHP will require government Contracting Officer acceptance before any work begins.

2.7.2 Petroleum Groundwater (CLIN 0006)

a. This project may encounter petroleum contaminated groundwater during excavation. See Contract Line Item Number (CLIN) Pricing Schedule for basis for proposal pricing. If laboratory analysis confirms contamination the optional CLIN 0006 will be implemented. Contractor shall be responsible for segregation of materials; as appropriate, remediate or dispose, and notification to regulatory agencies. Contractor will follow installation policies in place, local and state regulations.

b. The Governmental Safety Requirements shall be developed in accordance with appropriate federal, state, and local regulations, especially 29 CFR 1926.65 and the EM 385-1-1 Section 33.

c. The Contractor shall communicate to all field personnel the areas of known contamination and take appropriate measures to prepare for, and handle any contamination encountered. A Site Safety and Health Plan (SSHP) for contaminant-related hazards shall be developed to the APP as an appendix. Contractor shall cover each SSHP element in Appendix A of EM 385-1-1 as applicable. The SSHP will require government Contracting Officer acceptance before any work begins.

2.7.3 PFAS Contaminated Soil

PFAS contamination is not expected to be encountered.

2.7.4 PFAS Contaminated Groundwater

PFAS contamination is not expected to be encountered.

2.7.5 Lead Based Paint and Paint Containing Chromium (CLIN 0007)

Lead-Based Paint (LBP) and paint containing chromium may be present at this location. If LBP or paint containing chromium is present, the optional CLIN 0007 will then be implemented to address proper removal and handling according to federal, state, and local laws and regulations before demolition activities commence. Recommend Designer utilize the Waste Management paragraphs in UFGS 09 97 02 to mitigate the Lead and Chromium properties with respect to leaching and the type of waste being disposed of.

2.8 BACKFILL

a. Backfill material from off-base locations will meet installation requirements and be approved via the Contracting Officer prior to being brought on to the site. Sampling and analysis of off installation soil is necessary. Specific documentation shall be provided on the locations, quantity, and quality of backfill materials. Backfill requirements and additional information shall be coordinated with installation personnel via the Contracting Officer. Backfill must be in accordance with UFGS 31 00 00.

b. Address excavated soil’s temporary storage requirements, stockpile sampling methodology, methods to control runoff from stockpiles to contain materials on site and analytical results interpretation for potential reuse of soil stockpiles as borrow fill. Contractor shall properly dispose of soil exceeding applicable regulatory threshold levels. Any modifications to the number of soil samples required within regulatory guidance e.g., worst-case sample locations based on visual observations or other field screening techniques during excavation activities, must be clearly identified within Contractor submittals. Specific temporary stockpile storage requirement and backfill material information will require coordination with installation personnel via the Contracting Officer.

c. Recommend reuse excavated soils as backfill to the greatest extent possible within regulatory threshold levels. All protocol shall comply with federal, state, and local regulations.

API 653 REPAIRS AND MAINTENANCE

3.1 GENERAL

The repair and maintenance items below shall be performed to comply with American Petroleum Institute (API) 653 and all applicable design criteria and standards provided in paragraph Design Criteria and Reference Publications below. The DoD AST Standard AW 78-24-27 shall govern where it conflicts with API 650 or API 653. All Repairs shall be conducted in accordance with the most current codes and standards applicable with each repair and in accordance with the Kwajalein Installation Design Guide included as Attachment I, including the use of 316 or 316L stainless steel fasteners (bolts, nuts, washers,, etc.) . Contractor is required to obtain all necessary permits required for this project and review the State regulations concerning repair of AST’s. Complete the API 653 Repairs based on the design references and criteria provided herein. This includes, but is not limited to, design, construction, all necessary labor, equipment, and materials for satisfactory operation of the project.

See the Attachments for the previously performed API 653 inspection report(s). Tank deficiency explanations can be found in the attached API report(s). Not all deficiencies within the report will be funded for repair. The deficiencies listed below shall be the only deficiencies corrected.

The API 653 repair contractor shall coordinate with the Installation on the removal of the ATG from the tank as well as the re-installation of the ATG once the ATG stilling well has been installed to ensure seamless transition from completion of repairs to commissioning and turnover of the tank back to the installation. This coordination is critical as the ATG contractor needs approximately 6 to 8 weeks to schedule and perform these activities.

Perform any applicable testing on new welded areas as required by API 650, API 653, and UFGS 33 56 21.17. API 653 and NDE Inspector must be third-party independent inspector. All welders shall be American Welding Society (AWS) certified and appropriate certificates shall be produced and submitted for review.

After the repairs have been made and the base personnel have inspected the tank, the following shall be accomplished: All flanged piping connections and manhole covers shall be restored to the original condition. Use all new gasket material in accordance with specifications 33 52 43.13 and 33 56 21.17. Stencil on the tank shell adjacent to the manhole project identification in accordance with 09 97 13.17 and UFGS 09 97 13.27. Aboveground piping and material must be in accordance with Pressurized Hydrant Fueling System Type III standards and the UFGS 33 52

43.13 Aviation Fuel Piping.

3.2 SYSTEM START-UP

System Start-Up must be in accordance with UFGS 33 08 55. The Contractor must test all installed systems and equipment according to applicable codes and manufacturer’s recommendation. Equipment Tests must be done by the contractor prior to Performance Testing in accordance with UFGS 33 08 55. Performance Testing must be in the presence of Government Witnesses in accordance with UFGS 33 08 55. New equipment and systems should be designed for seamless integration into existing systems. It is the responsibility of the Contractor to ensure proper function. The Contractor must not turn over equipment or systems to the Government that has not passed testing. The Contractor is responsible for performing the tests for the Performance Testing. A minimum of 90 days is required to procure fuel for start-up and commissioning efforts in accordance with the UFGS above.

3.3 DESIGN CRITERIA AND REFERENCE PUBLICATIONS

The Codes, Standards, and Regulations listed below must be used in the design and construction of this project. All applicable local, state, and federal standards and codes must also be followed.

Whenever two design documents are in conflict, the most stringent criteria must govern. All design criteria, references and standards used should be current editions at the time of contract award.

AMERICAN PETROLEUM INSTITUTE (API)

API RP 540 (1999; R Aug 2013) Electrical Installations in Petroleum Processing

Plants

API 650 (2020; ERRATA 1: January 2021) Welded Tanks for Oil Storage

API 653 (2014; Addendum 2: May 2020) Tank Inspection, Repair, Alteration, and

Reconstruction

API 2015 (2018) Requirements for Safe Entry and Cleaning of Petroleum Storage

Tanks

API RP 2003 (2015; R 2020) Protection Against Ignitions Arising Out of Static, Lightning, and Stray Currents

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B16.5 Pipe Flanges and Flanged Fittings (2020) ASME B31.3 (2020; R. 2022) Process Piping

ASTM INTERNATIONAL (ASTM)

ASTM C1218/C1218M (2020) Standard Test Method for Water-Soluble Chloride in Mortar and Concrete

ASTM C920 (2018) Standard Specification for Elastomeric Joint Sealants

ASTM D4972 (2019) Standard Test Methods for pH of Soils

ASTM D5893/D5893M (2016; Rev. 2021) Standard Specification for Cold Applied, Single

Component, Chemically Curing Silicone Joint Sealant for Portland Cement Concrete Pavements

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C517 (2016; R. 2021) Resilient-Sealed Cast-Iron Eccentric Plug Valves

DEPARTMENT OF DEFENSE (DOD)

AW 78-24-27 (2015) Standard Fueling Systems; Aboveground Vertical Steel Tanks with Floating Pans and Fixed Roofs http://www.wbdg.org/ffc/dod/non-cos-standards/aw-078-24-27

AW 78-24-28 (2020) Pressurized Hydrant Fueling System, Type III http://www.wbdg.org/ffc/dod/non-cos-standards/aw-078-24-28

AW 78-24-29 (2010) Pressurized Hydrant Fueling System http://www.wbdg.org/ffc/dod/non-cos-standards/aw-078-24-29

AW 78-24-33 (2010) Aircraft Fueling System with Underground Vertical Storage Tanks

(Cut and Cover) https://apps.hnc.usace.army.mil/stddgn/StdIndex.aspx?id=173

ENERGY INSTITUTE (EI)

EI 1581 (2016; Addendum: March 2022) Specifications and Qualification Procedures for Aviation Jet Fuel Filter/Separators

INTERNATIONAL CODE COUNCIL

IBC 2021 2021 International Building Code (IBC)

NATIONAL ASSOCIATION OF CORROSION ENGINEERS (NACE)

NACE SP0193 (2016) External Cathodic Protection of On-Grade Carbon Steel Storage Tank Bottoms

NACE SP0169 (2013) Control of External Corrosion on Underground or Submerged

Metallic Piping Systems

NATIONAL FIRE PROTECTION ASSOCIATION

NFPA 30 (2024) Flammable and Combustible Liquids Code https://apps.hnc.usace.army.mil/stddgn/StdIndex.aspx?id=173

NFPA 30A (2024) Code for Motor Fuel Dispensing Facilities and Repair Garages

NFPA 70 (2023) National Electrical Code

NFPA 704 (2022) Standard System for the Identification of the Hazards of Materials for Emergency Response

NFPA 101 (2024) Life Safety Code

UNIFIED FACILITIES CRITERIA (UFC)

UFC 3-460-01 (2019; Change 3: June 2023) Design: Petroleum Fuel Facilities

UFC 3-460-03 (2017; Change 1: Apr 2021) Operation and Maintenance of Petroleum

Systems http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety and Health Requirements Manual

U.S. DEPARTMENT OF DEFENSE

MIL-STD-161H (2015) Identification Methods for Bulk Petroleum Products Systems

Including Hydrocarbon Missile Fuels

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

29 CFR 1910.23 OSHA: Ladders

29 CFR 1910.25 OSHA: Stairways

29 CFR 1910.28 OSHA: Duty To Have Fall Protection And Falling Object Protection

29 CFR 1910.29 OSHA: Fall Protection Systems And Falling Object Protection-Criteria

And Practices

29 CFR 1910.146 OSHA: Permit-required Confined Spaces

40 CFR 112 EPA: Oil Pollution Prevention

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

49 CFR 195 DOT: Transportation of Hazardous Liquids by Pipeline

3.4 SPECIFICATIONS

Provide applicable Unified Facilities Guide Specifications (UFGS) in the design, based upon the scope of the project. Edit the specifications in accordance with the designer notes when sufficient detail is necessary to fully describe and demonstrate the quality of materials, the installation and performance of equipment, and the quality of workmanship. Do not edit specifications to remove applicable technical requirements that lessen the quality of the material and services being provided. See Submittal Paragraph Requirements on editing of submittal paragraphs.

UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS)

The list below is not an all-inclusive list of all specifications that may be relevant for use during this project. A complete list of available specifications and the specifications themselves are available electronically at: http://www.wbdg.org/ccb/browse_org.php?o=70

DIVISION 01 - GENERAL

01 42 00 Sources For Reference Publications 01 32 01.00 10 Project Schedule 01 33 29 Sustainability Reporting 01 45 00.15 10 Resident Management System Contractor Mode (RMS/CM) 01 57 19 Temporary Environmental Controls 01 74 19 Construction and Demolition Waste Management

DIVISION 02 – EXISTING CONDITIONS

02 83 00 Lead Remediation

DIVISION 05 - METALS

05 50 13 Miscellaneous Metal Fabrications

DIVISION 09 - FINISHES

09 97 13.17 Three Coat Epoxy Interior Coating of Welded Steel Petroleum Fuel

Tanks (Feb 2010) 09 97 13.27 High Performance Coatings for Steel Structures

DIVISION 21 – FIRE SUPPRESSION

21 13 21.00 20 Foam Fire Extinguishing for Fuel Tank Protection

DIVISION 26 – ELECTRICAL

26 42 17 Cathodic Protection System (Impressed Current)

DIVISION 31 – EARTHWORK

31 00 00 Earthwork

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 19.61 Sealing of Joints in Rigid Pavement 32 13 15.20 Concrete Pavement for Containment Dikes

DIVISION 33 - UTILITIES

33 01 50.55 Cleaning of Petroleum Storage Tanks 33 01 50.65 Inspection of Field Fabricated Fuel Storage Tanks 33 08 55 Fuel Distribution System Start-Up (Non-Hydrant) 33 09 53 Aviation Fuel Pump Control and Annunciation System 33 52 43.11 Aviation Fuel Mechanical Equipment 33 52 43.13 Aviation Fuel Piping 33 52 43.14 Aviation Fuel Control Valves 33 52 80 Liquid Fuels Pipeline Coating Systems 33 52 23.15 POL Service Piping Welding 33 56 21.17 Single Wall Aboveground Fixed Roof Steel POL Storage Tank 33 56 19 Fuel Impermeable Liner System

3.5 API 653 REPAIRS & MAINTENANCE SCOPE OF WORK

3.5.1 Facilities 961 (Tank 7) and 962 (Tank 6) - Replace Tank Roof (CLIN 0001 & 0003)

a) Remove and scrap existing geodesic dome roof, roof platform, rim angle, and corroded stiffeners.

b) Provide and install new cone-up, lap-welded supported fixed roof, including new roof rim angle, and all associated appurtenances, including but not limited to handrails, inspection hatches, center roof vent, scaffold supports, http://www.wbdg.org/ccb/browse_org.php?o=70 roof manway and ladder, access hatch, and other attachments, in accordance with the DoD Standard Design AW 78-24-27 and API 650.

Seal weld underside of roof plate lap connections. Do not weld roof plates to structural support members.

c) Provide calculations verifying tank shell and roof support structure can support all roof loads without exceeding the allowable stress of the material, using material of an unknown specification per API 653. Do not provide center column. Provide shell stiffeners if needed.

3.5.2 Facilities 961 (Tank 7) and 962 (Tank 6) - Repair Issue Piping (CLIN 0001 & 0003)

a) Modify the existing internal pipe supports to add PTFE isolation and PTFE coated U-bolts in accordance with the DoD Standard Design AW 78-24-27.

(3 supports per tank)

3.5.3 Facilities 961 (Tank 7) and 962 (Tank 6) - Repair Receipt Piping (CLIN 0001 & 0003)

a) Modify the existing internal pipe supports to be add PTFE isolation and PTFE U-bolts in accordance with the DoD Standard Design AW 78-24-27.

(2 supports per tank)

3.5.4 Facilities 961 (Tank 7) and 962 (Tank 6) - Repair Low Suction Piping (CLIN 0001 & 0003)

a) Modify the existing internal pipe supports to be adjustable and add PTFE isolation and U-bolts in accordance with the DoD Standard Design AW 78- 24-27. (5 pipe supports per tank)

b) Remove the anti-vortex plate from the low suction piping located over the sump and modify low suction line to be within 4” of the bottom of the sump per the DoD Standard Design AW 78-24-27.

3.5.5 Facilities 961 (Tank 7) and 962 (Tank 6) - Replace Thermal Relief Valve (CLIN 0001 & 0003)

a) Facility 961 (Tank 7): Remove and scrap existing thermal relief valve on the issue piping and provide and install new thermal relief valve rated for liquid service in accordance with the DoD Standard Design AW 78-24-28.

Coordinate with the installation to minimize downtime for the system. Set pressures shall be per UFC 3-460-01.

b) Facility 962 (Tank 6): Remove and scrap existing thermal relief valve on the receipt piping and provide and install new thermal relief valve rated for liquid service in accordance with the DoD Standard Design AW 78-24-28.

Coordinate with the installation to minimize downtime for the system. Set pressures shall be per UFC 3-460-01.

3.5.6 Facilities 961 (Tank 7) and 962 (Tank 6) - Repair Mechanical Tape Gauge (CLIN 0001

Facility 962 (Tank 6)

a) Provide additional conduit/tubing and supports for the connection of the mechanical tape gauge to the new tank roof in accordance with the DoD Standard Design AW 78-24-27

Facility 961 (Tank 7)

a) Remove and scrap existing mechanical tape gauge and supports.

b) Provide and install new mechanical tape gauge in accordance with the manufacturer’s instructions and the DoD Standard Design AW 78-24-27.

Provide connection to internal floating roof in accordance with the manufacturer’s instructions.

3.5.7 Facilities 961 (Tank 7) and 962 (Tank 6) - Replace Tank Level Alarms (CLIN 0001 &

a) Remove and scrap the existing low, low-low, high, high-high level alarms and piping.

b) Provide and install new low and low-low level alarms and all associated piping in accordance with the DoD Standard Design AW 78-24-27.

c) Provide and install new high and high-high level alarm and all associated piping in accordance with the DoD Standard Design AW 78-24-27.

Relocate alarm nozzles as needed to ensure safe access to all alarms and valves

d) Relocate the existing high-level control float chamber to the high-level alarm system piping in accordance with the DoD Standard AW 78-24-27.

e) Provide and install patch plates over abandoned penetrations in accordance with DoD Standard Design AW 78-24-27 and API 653.

f) Annunciation shall be run back to the Control Room or as directed by the base. Alarms shall conform to UFGS 33 09 53 and UFGS 33 52 43.11. The Contractor will work with the installation to ensure electrical power is secured and properly “Locked Out, Tagged Out” prior to start of any electrical work. Once electrical work is completed, ensure proper tests are completed on any newly installed or repaired components. The contractor will follow National Electrical Code (NEC) and USACE EM 385-1-1 or other specific guide to ensure safety is properly maintained.

g) Provide and install a new eight-slotted panel for new alarm system and all associated wiring, conduits, and annunciators in accordance with the DoD Standard Design AW 78-24-27. Coordinate with the installation to minimize downtime.

h) Provide calculations determining the new low, low-low, high, and high-high level alarm set points for both tanks in accordance with UFC 3-460-01 and the DoD Standard Design AW 78-24-27.

3.5.8 Facilities 961 (Tank 7) and 962 (Tank 6) - Replace Conduit/Tubing Supports (CLIN 0001 & 0003)

Facility 962 (Tank 6)

a) Provide electrical conduit for the exposed Enraf ATG and HLCV float pilot wiring.

b) Remove and scrap all existing conduit and control tubing supports welded to the tank shell and roof.

c) Provide and install new conduit and control tubing supports in accordance with the DoD Standard Design AW 78-24-27.

Facility 961 (Tank 7)

a) Remove and scrap all existing conduit and control tubing supports welded to the tank shell and roof.

b) Provide and install new conduit and control tubing supports in accordance

3.5.9 Facilities 961 (Tank 7) and 962 (Tank 6) - Repair Tank Stairs (CLIN 0001 & 0003)

a) Rework existing staircase to provide platforms at the new roof top and at the level alarm system in accordance with the DoD Standard Design AW 78-24-27 that provides clearances as required by API 650 and 29 CFR 1910.

b) Provide tank spiral stair grounding in accordance with the DoD Standard Design AW 78-24-27. Tie new ground into existing tank grounding system.

c) Provide approach steps at the base of the spiral stairs compliant with 29 CFR 1910 and in accordance with the DoD Standard Design AW 78-24-27.

Design approach step so it does not conflict with existing electrical conduit.

d) Provide a handrail of the same material on the existing stairs and ensure handrail height meets the requirements of 29 CFR 1910.

3.5.10 Facilities 961 (Tank 7) and 962 (Tank 6) - Repair Water Draw-Off System (CLIN 0001

Facility 962 (Tank 6)

a) Provide a functioning pump and ½” 316L stainless-steel piping from the

HLA / HHLA / HLCV float pilot chambers to wet test the alarms from the ground. Additionally, provide a return line to Tank 6 from the associated PST IAW DoD Standard Design AW 78-24-27.

b) Modify the existing internal pipe supports to be adjustable and add PTFE isolation and PTFE-coated U-bolts in accordance with the DoD Standard Design AW 78-24-27. (5 pipe supports)

c) Replace the 1” shell penetration with a 2” nozzle and 2” DBB valve per the DoD Standard Design AW 78-24-27.

a) Remove and scrap the existing water draw-off tank and external piping.

b) Provide new water draw-off tank and system at the location of the existing system in accordance with the DoD Standard Design AW 78-24-27, including 1/2” stainless-steel 316L line to test high level alarms.

c) Modify the existing internal pipe supports to be adjustable and add PTFE isolation and PTFE-coated U-bolts in accordance with the DoD Standard Design AW 78-24-27. (5 pipe supports)

d) Provide grounding system for the product saver tank in accordance with the DoD Standard Design AW 78-24-27 and tie into the existing tank grounding system.

3.5.11 Facilities 961 (Tank 7) and 962 (Tank 6) - Provide Stilling Wells (CLIN 0001 & 0003)

a) Provide and install a new 8” fully slotted aluminum stilling well with floating plug assembly for manual gauge well in accordance with the DoD Standard Design AW 78-24-27. Location of repads shall be in accordance with Figure 9.13 of API 653.

b) Provide and install a new 8” fully slotted aluminum stilling well for the ATG system in accordance with the DoD Standard Design AW 78-24-27.

Location of repads shall be in accordance with Figure 9.13 of API 653. .

c) Remove the existing ATG/Water Probe stilling wells. Provide a new 6” aluminum stilling well for water/temperature probe and all associated conduits in accordance with the DoD Standard Design AW 78-24-27 as close as possible to the center sump. Location of repads shall be in accordance with Figure 9.13 of API 653. Provide additional conduit and premises wiring as necessary.

3.5.12 Facilities 961 (Tank 7) and 962 (Tank 6) – Provide Tank ATG System (OPTION CLIN 0008)

a) Remove the existing ATG system and components and turn over to the installation.

b) Provide and install electronic tank ATG system, including water and temperature probe, that is compatible with DLA fuel management software in accordance with UFC 3-460-01 and the DoD Standard AW 78-24-27.

Contractor shall provide premises wiring to support ATG equipment from the tank to the ATG console. Contractor shall provide required communications and interface modules for ATG console and RTU.

Location for the ATG console and RTU are to be determined by the installation and COR. The new ATG system must be capable of meeting API MPMS chapter 3.1B Certification testing for inventory control. ATG equipment must be installed in dedicated ATG stilling wells in accordance with the DoD Standard AW 78-24-27. Documentation of installation must be submitted to DLA Energy Automation Program Manager and must include the following: Cost of ATG portion of the project, As-builts of the ATG portion of the project, serial numbers for all equipment installed to include identifying the tank each ATG is serving, and name of government employee performing the final inspection of the installation. To Request Automated Tank Gauging (ATG), Automated Fuel Service Station (AFSS), Fuels Manager-Defense (FM-D) Assistance Contact:

ENERGY HELP DESK 24/7

COMM: 1-800-446-4950

DSN: 697-6733, 6734,6735,6736,6737,6738

energy.helpdesk@dla.mil Robert Carter Robert.Carter2@dla.mil

3.5.13 Facilities 961 (Tank 7) and 962 (Tank 6) - Provide Floating Pan (CLIN 0001 & 0003)

a) Provide and install new aluminum, honeycomb internal floating pan. The floating pan shall be designed and installed according to UFGS 33 56 21.17, the manufacturer’s recommendations, and the DoD Standard Design AW 78-24-27.

b) Provide and install new double wiper perimeter seal and all penetration seals on the new internal floating pan in accordance with UFGS 33 56

21.17 and the manufacturer’s recommendations. The double wiper seal must be compatible with the fuel product stored in the tank and comply with

UFGS 33 56 21.17.

3.5.14 Facilities 961 (Tank 7) and 962 (Tank 6) - Provide Tank Overflows (CLIN 0001 &

a) Install new overflow ports. New overflows shall be designed in accordance

3.5.15 Facilities 961 (Tank 7) and 962 (Tank 6) - Demolish AFFF System (CLIN 0001 &

a) Remove and scrap the existing AFFF system piping, shell attachments and foam chambers. All AFFF piping must be properly cleaned, and contents disposed of IAW with Federal and Local regulations. (Quantity one 8” riser per tank). Blind flange and grout full the underground portion of the AFFF piping back to the tie-in point.

b) Provide blind flanges at the shell nozzles where the foam chambers were removed.

3.5.16 Facilities 961 (Tank 7) and 962 (Tank 6) - Repair Shell Manholes (CLIN 0001 & 0003)

a) Provide and install davit arms on both shell manholes in accordance with the DoD Standard Design AW 78-24-27.

b) Provide and install a filler drum on the two lower shell course manholes in accordance with the DoD Standard Design AW 78-24-27.

3.5.17 Facilities 961 (Tank 7) and 962 (Tank 6) - Replace Tank Chime Sealant (CLIN 0001 &

a) Remove and scrap all existing sealant at the tank bottom to foundation seal.

b) Provide and install an approved fuel resistant sealant around entire circumference of tank bottom to ring wall in accordance with the DoD Standard Design AW 78-24-27. (Approximately 200 linear feet per tank) Do not caulk the end of the chime extension. Tank bottom foundation seal (chime) sealant must be removed and replaced with a liquid applied non-sagging, two-part polysulfide rubber joint sealant composed of 100 percent mailto:energy.helpdesk@dla.mil solids, and conforming to ASTM C920, Class 25. The sealant must be suitable for use on steel, epoxy coated surfaces and concrete. The sealant must be rated with a Shore “A” Hardness of not more than 30, a minimum tensile strength of 1,000 kPa, a minimum elongation of 100 percent at 350kPa without breaking, and a minimum elongation of 200 percent at 550 kPa without breaking. The sealant must be resistant to jet fuel, sunlight, cold, and ozone without shrinking; and have a rated life expectancy of at least 15 years. Use with bond breaker tape recommended by the manufacturer.

3.5.18 Facilities 961 (Tank 7) and 962 (Tank 6) - Repair Containment Area (CLIN 0001 &

c) Facility 962 (Tank 6) & Facility 961 (Tank 7): Route and seal cracks in concrete containment area walls IAW UFGS 32 01 19.61. All Portland cement concrete cracks shall be sealed in accordance with UFGS 32 01

19.61 SEALING OF JOINTS IN RIGID PAVEMENT using silicone sealant meeting ASTM D 5893 COLD APPLIED, SINGLE COMPONENT, CHEMICALLY CURING SILICONE JOINT SEALANT FOR PORTLAND

CEMENT CONCRETE PAVEMENTS. Grade NS (non-sag) sealant shall be used due to its lower modulus of elasticity. Sealant shall be recommended by the manufacturer for exposure to jet fuel. Primer shall be used where recommended by the sealant manufacturer for the intended application. A bond breaker shall be applied to the bottom of the routed cracks. (Approximately 100 linear feet of cracks in the wall per tank).

d) Facility 962 (Tank 6): Provide approximately 3 linear feet of flexible, fuel resistant, UV resistant sealant at wall penetrations for the OOS AFFF piping and electrical conduit provided for tank equipment.

e) Facility 962 (Tank 6): Remove wooden board at the north containment wall opening for the removed Tank 5 AFFF piping and provide an engineered fix for the concrete wall void to maintain the integrity of the Facility 962 (Tank 6) secondary containment.

f) Facility 962 (Tank 6): Provide mechanical type link seals at the containment wall pipe penetrations for the 8-inch receipt, 6-inch issue, and 6-inch mogas piping within the secondary containment for Facility 962 (Tank 6).

g) Facility 961 (Tank 7): Provide engineered concrete patch for abandoned core hole through containment wall as seen in picture C.65 and C.65 of the API 653 inspection report for this tank.

3.5.19 Facilities 961 (Tank 7) and 962 (Tank 6) – Repair Secondary Containment Liner

(CLIN 0001 & 0003)

a) Remove the existing 6” of soil and vegetation above the existing Flexible Membrane Liner (FML). The existing liner may be left in place to serve as added protection for the new liner.