FT Hood Technical SOW API 653 Repairs and Maintenance.pdf

ATTACHMENT D - 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 three vertical aboveground storage tanks – Facilities 7065, 7066, and 7068.

1.2 PHASING

The Contractor shall phase their work, in coordination with the installation, to minimize disruption to existing fuels operations.

All three tanks are currently in service since their last inspection. Tank conditions must be verified in accordance with paragraph 3.15 TANK CLEANING prior to beginning any hot work. Only one tank may be taken out of service at a time. Coordinate with USACE Contracting Officer’s Representative (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.

To the best of the government’s knowledge, the AFFF system has never been used and there is not expected to be a holding tank on site.

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 and/or the COR. 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) Description of the Contractor's environmental protection personnel training program.

d) A Storm Water Pollution Prevention Plan, which identifies the type and location of the erosion and sediment controls to be provided.

e) 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.

f) 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.

g) 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.

h) A Borrowing Material Plan including drawings showing the location of waste and borrow areas.

i) 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.

j) 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.

k) 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.

l) 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.

m) 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.

n) 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.

o) 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 and/or the COR.

2.1.4 Existing Environmental Contamination

No known contamination is expected to exist within the confines of the site. 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.

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.

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 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

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

40 CFR 263 Standards Applicable to Transporters of Hazardous

Waste

40 CFR 280 Technical Standards and Corrective Action

Requirements for Owners and Operators of Underground Storage Tanks (UST)

40 CFR 300 National Oil and Hazardous Substances Pollution

Contingency Plan

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)

EP 1110-1-16 Handbook for the Preparation of Storm Water Pollution

Prevention Plans for Construction Activities

AMERICAN PETROLEUM INSTITUTE (API)

API RP 2219 (2016) Safe Operation of Vacuum Trucks in Petroleum

Service

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 30 (2024) Flammable and Combustible Liquids Code

NFPA 51B (2024) Standard for Fire Prevention During Welding, Cutting, and Other Hot Work

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/SSHP)

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 section 36.7 of EM 385-1-1 as applicable. The SSHP will require government Contracting Officer and the COR 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 2-3.b and Section 36-3.e.

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 and the COR. A Hot Work Permit shall be required to be obtained per the requirements of Fort Cavazos (This could mean a daily or a weekly permit pending the requirements of the installation.) Copies of the approved Hot Work Permit shall be posted on the work site job board.

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.

Submit and obtain a written permit prior to performing "Hot Work" (i.e., welding or cutting) or operating other flame-producing/spark producing devices, from the Fire Division and/or COR, as required. A permit is required from the Explosives Safety Office for work in and around where explosives are processed, stored, or handled. Contractors are required to meet all criteria before a permit is issued. Provide at least two 20-pound 4A:20 BC rated extinguishers for normal "Hot Work". The extinguishers must be current inspection tagged and contain an approved safety pin and tamper resistant seal. It is also mandatory to have a designated FIRE WATCH for any "Hot Work" done at this activity. The Fire Watch must be trained in accordance with NFPA 51B and remain on-site for a minimum of 1 hour after completion of the task or as specified on the hot work permit.

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 materials are found during construction that may be hazardous to human health, the SSHO shall stop work immediately and contact the Contracting Officer and the COR.

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, the COR, and the Installation Environmental Office via the Contracting Officer and the COR.

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, the COR, and the Installation Environmental Office via the Contracting Officer and the COR.

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

MANAGEMENT

02 41 00 DEMOLITION AND DECONSTRUCTION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED

MATERIAL

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS

MATERIALS

31 00 00 EARTHWORK

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 and the COR 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 and the COR. 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, the COR, and installation Environmental Management Office via the Contracting Officer and the COR 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 and the COR 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

The project is not expected to encounter petroleum contaminated soils.

2.7.2 Petroleum Groundwater

The project is not expected to encounter petroleum contaminated groundwater.

2.7.3 PFAS Contaminated Soil

The project is not expected to encounter PFAS contaminated soils.

2.7.4 PFAS Contaminated Groundwater

The project is not expected to encounter PFAS contaminated groundwater.

2.7.5 Lead Based Paint and Paint Containing Chromium

The project is not expected to encounter Lead-Based Paint (LBP) and paint containing chromium.

2.7.6 Asbestos Containing Material

The project is not expected to encounter asbestos containing material.

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 and the COR.

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 Aboveground Storage Tank (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. 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. New double wiper seal was installed after latest API 653 inspection.

The contractor shall coordinate with the Installation on the removal of the Automatic Tank Guage (ATG) from the tank as well as the re-installation of the ATG once the tank work is complete 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 contractor should expect approximately 6 to 8 weeks to schedule and perform these activities.

The contractor must take all necessary precautions to avoid damaging the existing containment area liner and concrete pavement. The contractor will be responsible for all damage to the liner and concrete as a result of construction activities. Liner repairs must be performed by a qualified technician using methods in accordance with the manufacturer’s recommendations.

Perform any applicable testing on new welded areas as required by API 650, API 653, and UFGS 33 56 21.17. API 653 and Non-Destructive Examination (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 53. 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 53. Tank Level Alarm and High Level Shut-Off Valve testing must be completed during the tank fill test as required by UFGS 33 08 53, unless specifically waived by the Service SME, Service Control Point, and the installation during review of the startup and performance testing plan submittal. Performance Testing must be in the presence of Government Witnesses in accordance with UFGS 33 08 53. 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.

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 650 (2020; ERRATA 2: February 2025) Welded Tanks for Oil Storage

API 653 (2014; Addendum 3: November 2023) Tank Inspection, Repair, Alteration, and Reconstruction

API 2015 (2024) 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 B31.1 (2024) Power Piping

ASME B31.3 (2024) 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 (2025) Standard Fueling Systems; Aboveground Vertical Steel Tanks with Floating Pans and Fixed Roofs

AW 78-24-28 (2020) Pressurized Hydrant Fueling System, Type III

DoD Fuels Standards can be found on the WBDG (https://www.wbdg.org/dod/) under the NON-COS STANDARDS link.

ENERGY INSTITUTE (EI)

EI 1581 (2024) Specifications and Laboratory Qualification Procedures for Aviation Fuel Filter/Water Separators

INTERNATIONAL CODE COUNCIL

IBC 2024 2024 International Building Code (IBC)

NATIONAL FIRE PROTECTION ASSOCIATION

NFPA 30 (2024) Flammable and Combustible Liquids Code

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)

Electronic files of the Unified Facilities Criteria can be found at https://www.wbdg.org/dod/.

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

UFC 3-460-03 (2017; Change 2: 24 August 2023) Operation and Maintenance of

Petroleum Systems

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety and Health Requirements Manual https://www.wbdg.org/dod/

U.S. DEPARTMENT OF DEFENSE

MIL-STD-161 (2015; (Rev H)) 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

29 CFR 1926.1200-1213 Confined Spaced in Construction

40 CFR 112 EPA: Oil Pollution Prevention

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: https://www.wbdg.org/dod/

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 05 - METALS

05 12 00 Structural Steel 05 50 13 Miscellaneous Metal Fabrications 05 51 00 Metal Stairs 05 52 00 Metal Railings

DIVISION 09 - FINISHES

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

Tanks 09 97 13.27 High Performance Coatings for Steel Structures

DIVISION 25 – INTEGRATED AUTOMATION

25 08 10 Utility Monitoring and Control System Testing

DIVISION 26 – ELECTRICAL

26 20 00 Interior Distribution Systems 26 41 00 Lightning Protection Systems 26 42 17 Cathodic Protection System (Impressed Current)

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 53 Aviation Fuel Distribution System Start-Up 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 21.18 Single Wall POL Tank Undertank Interstitial Space 33 56 19 Fuel Impermeable Liner System 33 71 02 Underground Electrical Distribution

3.5 API 653 REPAIRS & MAINTENANCE SCOPE OF WORK

3.5.1 Tanks 7065, 7066, and 7068 - Repair Issue Piping (CLIN 0001, 0003, & 0005)

a) Provide new internal flange in accordance with the DoD Standard Design

AW 78-24-27.

b) 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. Remove unnecessary pipe support nearest to the sump in accordance with API 653.

c) Rework the internal issue piping to extend to ½ the tank radius and provide round anti-vortex plate in accordance with the DoD Standard Design AW 78-24-27.

3.5.2 Tanks 7065, 7066, and 7068 - Repair Receipt Piping (CLIN 0001, 0003, & 0005)

a) Provide and install internal support adjacent to the tank shell in accordance with the DoD Standard Design AW 78-24-27. Location of interior pipe support repads shall be in accordance with Figure 9.13 of API 653.

b) Replace the existing internal pipe support in accordance with the DoD Standard Design AW 78-24-27. Adjust diffuser height to be in accordance with the DoD Standard Design AW 78-24-27. Location of interior pipe support repads shall be in accordance with Figure 9.13 of API 653.

c) Remove and replace the existing high-level control valve. New valve must comply with UFC 3-460-01 and UFGS 33 52 43.14.

d) Only on tank 7068, provide a DBB isolation valve on the pipe racks return line in order to isolate the HLCV. Modify the existing piping as necessary for the installation of the DBB isolation valve.

e) Only on tank 7065, provide a DBB isolation valve on the upstream side of the HLCV. Modify the existing piping as necessary for the installation of the DBB isolation valve.

3.5.3 Tanks 7065, 7066, and 7068 - Repair Low Suction Piping (CLIN 0001, 0003, & 0005)

a) Provide and install new internal flange in accordance with the DoD Standard Design AW 78-24-27 and API 653.

b) 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.

3.5.4 Tanks 7065, 7066, and 7068 - Replace Thermal Relief Lines (CLIN 0001, 0003, & 0005)

a) Remove and scrap existing thermal relief system on the issue, receipt, and transfer piping and provide and install new thermal relief system 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.

3.5.5 Tanks 7065, 7066, and 7068 - Remove Mechanical Tape Gauge (CLIN 0001, 0003, &

a) Remove and scrap existing mechanical tape gauge and supports. Provide lap welded patch plates over abandoned penetrations in accordance with

API 653.

3.5.6 Tanks 7065, 7066, and 7068 - Replace Tank Level Alarms (CLIN 0001, 0003, & 0005)

a) Remove and scrap the existing low, low-low, high, high-high level alarm housing and piping, high-level control float chamber, and associated supports.

b) Provide and install new low and low-low level alarm housing 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 housing, high-level control float chamber, and all associated piping in accordance with the DoD Standard Design AW 78-24-27.

d) Modify high level alarm platform in order to provide safe access to the high-level alarm system in accordance with OSHA CFR 1910 Subpart D and the DoD Standard Design 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 new 12 slotted panel for new alarm system and all associated wiring, conduits, and annunciators in accordance with the DoD Standard Design AW 78-24-27 located at the existing panel. Coordinate with the installation to minimize downtime.

3.5.7 Tanks 7065, 7066, and 7068 - Repair Tank Stairs (CLIN 0001, 0003, & 0005)

a) Remove concrete landing for the existing shared stairway and replace with a concrete landing designed to provide a uniform rise in stair tread at the intermediate platform in accordance with OSHA CFR 1910.25(b)(3).

Rework existing staircase and handrail to accomplish this effort in accordance with the DoD Standard Design AW 78-24-27.

b) The concrete landing shall be a minimum 4’x 4’ reinforced concrete landing located at the base of the existing stairs for proper anchorage of the stairs to the concrete. The landing shall extend to below frost depth.

c) Provide and install a new stairway extending from outside of the containment up to the shared walkway in between tanks 7066 & 7065 in accordance with paragraph 3.12 below. Modify the existing stairs, platform, and handrail as necessary.

d) Provide a minimum 4’x 4’ reinforced concrete landing located at the base of the new stairs for proper anchorage of the stairs to the concrete. The landing shall extend to below frost depth. Outside of the containment area the landing for new stairs shall be placed so that the top matches finished grade.

e) Provide tank stair grounding on the existing and new stairways in accordance with the DoD Standard Design AW 78-24-27.

3.5.8 Tanks 7065, 7066, and 7068 - Replace Water Draw-off System (CLIN 0001, 0003, &

a) Remove and scrap the existing shared water draw-off tank, pump , internal and external piping, shell nozzles, valves, and internal supports. Patch holes in the shell in accordance with API 653.

b) Provide new water draw-off tank and system for each tank in accordance with the DoD Standard Design AW 78-24-27, including 1” line to test high level alarms.

c) 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.

3.5.9 Tanks 7065, 7066, and 7068 - Repair Stilling Wells (CLIN 0001, 0003, & 0005)

a) Fully slot the Vito stilling wells in accordance with DoD Standard Design

AW 78-24-27.

3.5.10 Tanks 7065, 7066, and 7068 – Repair Floating Pan (CLIN 0001, 0003, & 0005)

a) Provide and install PTFE plugs on each of the floating pan’s support legs in accordance with UFGS 33 56 21.17 (4 per tank).

3.5.11 Tanks 7065, 7066, and 7068 – Replace Insect Screens (CLIN 0001, 0003, & 0005)

a) Remove and scrap existing insect screens on the shell overflows and replace them in accordance with the DoD Standard Design AW 78-24-27.

3.5.12 Tanks 7065, 7066, and 7068 - Demolish AFFF System (CLIN 0001, 0003, & 0005)

a) Remove and scrap the existing AFFF system piping, shell attachments and foam chambers. 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.

3.5.13 Tanks 7065, 7066, and 7068 - Replace Roof Manhole and Inspection Hatches (CLIN 0001, 0003, & 0005)

a) Remove existing roof perimeter inspection hatches and replace with new inspection hatches in accordance with the DoD Standard Design AW 78- 24-27.

b) Add one new roof perimeter inspection hatch and modify the railing at that location in accordance with the DoD Standard Design AW 78-24-27.

c) Relocate the existing top rail chain to the mid rails at the locations of the roof perimeter inspection hatches. Ensure that the inspection hatches can be opened as intended.

d) Provide and install a top rail matching the existing at the locations of the roof perimeter inspection hatches.

e) Remove and scrap the existing roof manhole hatch cover.

f) Provide and install roof manhole hatch cover including a new grounding strap in accordance with the DoD Standard Design AW 78-24-27.

3.5.14 Tanks 7065, 7066, and 7068 - Replace Center Roof Vent (CLIN 0001, 0003, & 0005)

a) Remove and scrap the existing center roof vent hood down to the roof flange.

b) Provide and install new center roof vent hood in accordance with the DoD Standard Design AW 78-24-27 using stainless steel hardware.

3.5.15 Tanks 7065, 7066, and 7068 - Replace Tank Chime Sealant (CLIN 0001, 0003, &

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 70 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 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.

3.5.16 Tanks 7065, 7066, and 7068 - Repair Containment Area (CLIN 0001, 0003, & 0005)

a) Route and seal cracks in concrete ring wall foundation and concrete containment area in accordance with 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 125 feet of cracks in wall and floor per tank).

3.5.17 Tanks 7065, 7066, and 7068 - Repair Tank Grounding (CLIN 0001, 0003, & 0005)

a) Provide exothermic welded connections, including repad and lug, at all external grounds in accordance with the DoD Standard Design AW 78-24-

27. (Approximately 3 locations per tank)

b) Provide one additional exothermic welded connection per tank, including repad and lug, in accordance with the DoD Standard Design AW 78-24-27.

3.5.18 Tanks 7065, 7066, and 7068 - Provide Scaffold Supports (CLIN 0001, 0003, & 0005)

a) Provide and install scaffold cable supports in accordance with API 650.

3.5.19 Tanks 7065, 7066, and 7068 - Remove Abandoned Appurtenances (CLIN 0001, 0003, & 0005)

a) Remove and scrap the existing temperature probe, old sensor and supports, and provide lap welded patch plates in accordance with API 653.

3.5.20 Tanks 7065, 7066, and 7068 – Notch Anchor Chairs (CLIN 0001, 0003, & 0005)

a) Notch the tank anchor chairs in order to prevent the intersection of 3 fillet welds in accordance with the DoD Standard Design AW 78-24-27.

(Approximately 8 anchor chairs per tank)

3.5.21 Tanks 7065, 7066, and 7068 – Repair Weld Spacing Issues (CLIN 0001, 0003, &

a) Repair the weld spacing issues identified in the beginning of the short-term repairs section of each inspection report in accordance with API 653 (Quantity: 3 tank 7065, 3 tank 7066, 2 tank 7068). Repairs must include removal of the repad and replacement with a repad that complies with the weld spacing provisions of Figure 9.13 of API 653.

3.5.22 Tanks 7065, 7066, and 7068 - Provide Dike Access Stairs (CLIN 0001, 0003, & 0005)

a) Provide and install new dike access stairs into the containment areas for tanks 7065 and 7068 (one each). Locate one set of stairs near the northwest corner of tank 7068’s containment and the other near the southeast corner of tank 7065’s containment.

b) Dike access stairs must be in accordance with paragraph 3.12 below.

c) Provide a minimum 4’x 4’ reinforced concrete landing located at the base of the new stairs for proper anchorage of the stairs to the concrete. Within the containment area the landing shall rest on top of the existing concrete containment floor. Outside of the containment area the landing for new stairs shall be placed so that the top matches finished grade.

3.5.23 Tank 7068 – Repair Junction Box (CLIN 0005)

a) Replace the broken face plate on the electric junction box under the low-level alarm chamber in accordance with the manufacturer’s instructions.

3.5.24 Tanks 7065, 7066, and 7068 – Replace Internal Ladder (CLIN 0001, 0003, & 0005)

a) Remove and scrap the existing internal ladders and replace with new internal ladders in accordance with the DoD Standard Design AW 78-24- 27.

3.5.25 Tanks 7065, 7066, and 7068 – Repair Containment Area (CLIN 0001, 0003, & 0005)

a) Mechanically clean secondary containment area to remove the failed coating from the floor, interior dike walls, and tank foundation.

b) Provide and install a flexible membrane liner inside the containment area to provide a liquid tight seal on existing secondary containment (approximately 5000 SF total).

c) The new liner shall include geotextile fabric below the FML for protection.

The liner and geotextile fabric shall be as specified in UFGS 33 56 19. New liner system must by certifiable per 40 CFR 112. Anchorage shall be provided along all tank foundation, pipe penetrations, pipe support foundations, stair foundations, existing pipe drain, and along the top of all walls per the manufacturer’s recommendations. The contractor must install sufficient liner to completely cover each containment area, all upturned areas, the inside of each wall, and the liner anchorage at the top of the walls. Provide slip resistant geomembrane on the new liner in all access walkway areas around the tanks and appurtenances in accordance with UFGS 33 56 19 Fuel Impermeable liner system. Locations of slip resistant walkway must be shown on the 65% design submittal for review.

d) Install sandbags for ballast in accordance with the manufacturer’s recommendations. Sandbags shall be 50 pounds each made from FML material.

e) Provide certification by a licensed professional engineer of the completed containment areas to be in compliance with 40 CFR 11 and the State of Texas Regulations.

3.5.26 Tanks 7065, 7066, and 7068 - Provide Tank Data Plate (CLIN 0001, 0003, & 0005)

a) Provide and install legible data plate in accordance with API 653. Do not remove existing data plate.

3.5.27 Tanks 7065, 7066, and 7068 – Repair Tank Coatings (CLIN 0002, 0004, & 0006)

a) All federal, state, and local regulations shall be followed for surface coatings. Where the implementation of the requirements of the specifications UFGS 09 97 13.17 and 09 97 13.27 result in noncompliance with applicable regulations, the applicable regulations shall govern.

b) Provide containment for abrasives and overspray according to UFGS 09 97

13.27 and all applicable Society for Protective Coatings (SSPC) requirements. Train site personnel on health and safety precautions regarding the proper use of Personal Protective Equipment (PPE).

c) Remove all existing interior bottom coatings and provide new interior bottom coatings, including three feet up the shell wall, in accordance with UFGS 09 97 13.17 after all hot work repairs have been completed.

(Approximately 600 sq. ft. per tank) Interior coating system must comply with all local, state, and federal environmental requirements.

d) Remove all existing exterior coatings on the tank roof, shell, and appurtenances and provide new exterior tank roof, shell, and appurtenance coating in accordance with UFGS 09 97 13.27 after all hot work repairs have been completed. (Approximately 1900 sq. ft. per tank) This square footage does not include repairs to interior coatings damaged during other repairs.

e) After tank coatings have been repaired, provide tank product identification stencils in accordance with Detail 3 on page D.13 of the DoD Standard Design AW 78-24-27, NFPA 704, and MIL-STD-161H.

f) Provide new confined space warning placards on the lower shell manhole covers and the roof manhole cover in accordance with 29 CFR 1910.

g) Touch up paint in areas of new work on tank and ancillaries. The process shall be in accordance with UFGS 09 97 13.17 and 09 97 13.27. Inspect the interior & exterior coatings according to UFGS 09 97 13.27, UFGS 09 97 13.17, and NACE standards by a third-party independent level III certified inspector.

h) All variations to these specifications shall…