Attachment 16 - Specifications Replace Fuel Tanks B2096.pdf

Specifications

Replace Fuel Tanks B2096 Final Construction

PROJECT TABLE OF CONTENTS

DIVISION 02 - EXISTING CONDITIONS

02 61 13 02/25 EXCAVATION AND HANDLING OF

CONTAMINATED MATERIAL

02 81 00 08/25 TRANSPORTATION AND DISPOSAL OF

HAZARDOUS MATERIALS

DIVISION 33 - UTILITIES

33 56 10 05/25 FACTORY-FABRICATED FUEL STORAGE TANKS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

Replace Fuel Tanks B2096 Design Development

SECTION 02 61 13

EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02/25

PART 1 GENERAL

1.1 UNIT PRICES

1.1.1 Measurement

Base measurement for excavation and onsite handling on the actual number of cubic yards of contaminated material in-place prior to excavation. Base determination of the volume of contaminated material excavated on cross-sectional volume determination reflecting the differential between the original elevations of the top of the contaminated material and the final elevations after removal of the contaminated material.or tons of contaminated material excavated. Use a properly calibrated weighing system to accurately measure the gross (bulk) weight of the contaminated material. Covert the measured gross (bulk) weight of the contaminated material to dry weight based on the percent moisture content of representative contaminated material samples. Determine the percent moisture content in accordance with ASTM D2216 ASTM D4643 ASTM D4959.

Determine moisture content for stockpiled contaminated material Base measurement for construction, maintenance, and removal of stockpile areas on the number of square yards of stockpile liner constructed.

1.1.2 Payment

1.1.2.1 Excavation and Handling

Compensation for excavation and onsite handling of contaminated material will be paid as a unit cost. Include any other items incidental to excavation and handling not defined as having a specific unit cost.

1.1.2.2 Stockpiling

Compensation for construction of stockpile areas will be paid for as a unit cost. Include all aspects of grading stockpile areas, preparation of stockpile areas, handling and placing contaminated materials in the stockpiles, maintenance of stockpile liners covers, leachate collection systems, removal of contaminated materials from stockpiles, disposal of stockpile cover materials and liner materials, and all other items incidental to construction of stockpiles in the unit cost.

1.1.2.3 Other Work Items

Payment for other work items not included in the above paragraphs will be included in the payment for the base bid for excavation, handling, and temporary storage of the contaminated materials. The other work items include preparation of submittals, mobilization and demobilization, site preparation, environmental compliance monitoring, health and safety monitoring and controls, and utilities required for the project if approved by the Government as necessary for the project.

1.2 REFERENCES

The publications listed below form a part of this specification to the

SECTION 02 61 13 Page 1 extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D2216 (2019) Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass

ASTM D4643 (2017) Standard Test Method for Determination of Water Content of Soil and Rock by Microwave Oven Heating

ASTM D4959 (2016) Determination of Water (Moisture) Content of Soil by Direct Heating

ASTM D5434 (2012) Field Logging of Subsurface Explorations of Soil and Rock

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA 505-B-04-900A (2005) Intergovernmental Data Quality Task Force - Uniform Federal Policy for Quality Assurance Project Plans: Evaluating, Assessing, and Documenting Environmental Data Collection and Use Programs Part 1:

UFP-QAPP Manual

UFP-QAPP WKSTS (2012) Intergovernmental Data Quality Task Force - Uniform Federal Policy for Quality Assurance Project Plans, Optimized UFP-QAPP Worksheets

1.3 SYSTEM DESCRIPTION

The work consists of excavation and temporary storage of approximately 30 cubic yards of contaminated material.

1.3.1 Design Requirements

1.3.1.1 Excavation Work Plan

Submit an Excavation Work Plan within 30 calendar days after notice to proceed. Do not perform work at the site, with the exception of site inspections and surveys, until the work plan is approved. Prepare draft for Government review and final versions of the Excavation Work Plan.

Allow 30 calendar days for Government review. Allow 10 days for comment resolution following each review and preparing the next version of the document. No adjustment for time or money will be made if resubmittals of the work plan are required due to deficiencies in the plan. At a minimum, include the following in the work plan:

a. Schedule of activities.

b. Method of excavation and equipment to be used.

c. Dewatering and Leachate Management Plan which includes: anticipated sources and quantities of water that will enter the excavation, means of removing water from the excavation, means of storage and treatment, SECTION 02 61 13 Page 2 discharge requirements, and discharge methods.

d. Storage methods and locations for liquid and solid contaminated material. Provide design details for stockpiles including but not limited to: geomembrane liner and cover, berms, anchors/ballast for cover, vehicle access points, and leachate collection sumps.

e. Haul routes.

f. Decontamination procedures developed in accordance with Section

01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES.

g. Temporary use areas required for staging equipment and supplies, for temporary storage of excavated materials, or for stockpiles.

1.3.1.2 Uniform Federal Policy Quality Assurance Project Plan (UFP-QAPP)

Prepare a Uniform Federal Policy Quality Assurance Project Plan (UFP-QAPP) in accordance with the requirements set forth in EPA 505-B-04-900A and using the 2012 UFP-QAPP WKSTS. Submit the UFP-QAPP within 30 calendar days after notice to proceed. Do not perform work at the site, with the exception of site inspection and surveys, until the UFP-QAPP is approved.

Prepare draft for Government review and final versions of the UFP-QAPP.

Allow 30 calendar days for Government review. Allow 10 days for comment resolution following each review and preparing the next version of the document. Tailor the content to the requirements of the project and the site conditions. If field analyses methods are used as described in paragraph EXCAVATION, include those field analysis in the UFP-QAPP.

1.3.2 Performance Requirements

Excavate to the limits as shown on the drawings. When stockpile samples collected in accordance with paragraph FIELD QUALITY CONTROL indicate that remaining contaminant concentrations exceed PID readings of >20ppm, Test samples for the following:

TABLE 1 - STOCKPILED MATERIAL

CONTAMINANT TOTAL CONCENTRATION IN STOCKPILED MATERIAL

___DRO__ 20 PPM

1.4 PRE-INSTALLATION MEETING

Conduct a pre-installation meeting at the jobsite at least five business days prior to the start of operations on the project. The pre-installation meeting is to be arranged by the Contractor and is to follow the written pre-installation meeting agenda submitted prior to the meeting. The purpose of this meeting is to review the requirements of this specification and the associated plans. The following individuals must be in attendance at this meeting: Contractor's Project Manager and Site Foreman and Contracting Officer.

SECTION 02 61 13 Page 3

Record pre-installation meeting minutes and publish via email within 48 hours to all attendees. The minutes must be re-published within 48 hours via email pending any subsequent comments from the attendees.

1.5 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Pre-Installation Meeting Agenda

Pre-Installation Meeting Minutes; G, Excavation Work Plan; G, Uniform Federal Policy Quality Assurance Project Plan (UFP-QAPP); G, SD-02 Shop Drawings

Surveys

SD-07 Certificates

Qualifications; G, SD-11 Closeout Submittals

Closeout Report; G,

1.6 QUALITY CONTROL

1.6.1 Qualifications

1.6.1.1 Contractor Experience

Submit evidence of successful completion of at least 1 project of comparable size and scope.

1.6.1.2 Key Personnel

Provide key personnel with a minimum of 3 years of excavation field experience. Include the Site Foreman, quality control personnel, and supervisory engineering and technical staff involved with operation in key personnel. Perform all survey work under the supervision of a registered land surveyor licensed in the State of Alaska. Submit a list of these personnel with their qualifications.

SECTION 02 61 13 Page 4

1.6.1.3 Lab Validation

Perform testing by a DoD Environmental Laboratory Accreditation Program (DoD ELAP) accredited commercial testing laboratory meeting the requirements of Section 01 45 00 QUALITY CONTROL and approved by the Contracting Officer. Submit testing laboratory validation for the testing to be performed. Do not permit work requiring testing until the Contracting Officer approves use of the testing laboratory.

1.7 PROJECTSITE CONDITIONS

1.7.1 Environmental Requirements

Do not conduct excavation or handling of contaminated materials in the following conditions: wind speeds in excess of 30 miles per hour, moderate rain greater than 0.2 inches per hour, saturated soils caused by recent rainsor snowmelt such that equipment traffic would cause excessive rutting or damage.

1.7.2 Existing Conditions

The existing site conditions are presentedon the Drawings. These include utilities and land uses. The existing conditions presented are the result of site investigations at specific locations; variations in the existing site conditions could occur. Perform an independent interpretation of the site characterization data. Notify the Contracting Officer within 48 hours if discrepancies between the data provided and actual field conditions are discovered.

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Backfill

Provide backfill in accordance with the drawing notes.

2.1.2 Topsoil

Provide topsoil in accordance with the requirements in the drawing notes.

Stripping existing topsoil for re-use on-site is allowed.

2.1.3 Geomembrane

Provide geomembranes for lining and covering contaminated material stockpiles. Provide geomembranes in accordance with manufacturers recommendations.

PART 3 EXECUTION

3.1 EXAMINATION

3.1.1 Surveys

Perform surveys immediately prior to and after excavation of contaminated material to determine the volume of contaminated material removed. Provide cross-sections at appropriate interval to accurately represent excavated and stockpiled volumes for all excavated areas. Survey and show locations of confirmation samples on the drawings.

SECTION 02 61 13 Page 5

3.1.2 Conditions

Conduct a pre-installation examination of the on-site infrastructure, utility conduits, monitoring points, site access constraints, and infrastructure. Photographically document, with identifying labels, the existing condition of infrastructure and utilities, particularly for comparison to post-excavation conditions. Verify locations of critical utilities that cannot be disrupted and those utilities that would potentially have significant impacts on excavation and public safety.

3.2 PREPARATION

3.2.1 Mobilization

Do not mobilize to the site until the Excavation Work Plan has been approved by the Contracting Officer and the Contractor has received written confirmation. Delays caused by the Contractor's failure to meet regulatory requirements must result in no additional cost to the Government. In accordance with Section 01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR CONTAMINATED SITES, the equipment which is rented andor previously used for other site remediation must be decontaminated and tested for contaminants of concern before being brought to the site.

3.2.2 Clearing

Perform clearing to the limits shown on the drawings.

3.3 CONTAMINATED MATERIAL REMOVAL

Notify the Contracting Officer 10 calendar days prior to the start of excavation of contaminated material. The Contracting Officer is responsible for contacting regulatory agencies in accordance with the applicable reporting requirements.

3.3.1 Excavation

Excavate areas of contamination to meet the requirements in paragraph PERFORMANCE REQUIREMENTS. Maintain an excavation log describing visible signs of contamination encountered for each area of excavation. Prepare excavation logs in accordance with ASTM D5434.

Use methods and equipment that result in minimal disturbance to remaining soil beyond the excavation limits. Remove and dispose of any material that becomes contaminated as a result of the Contractor's operation at no additional cost to the Government. Stage operations to minimize the time the contaminated soil is exposed to the weather .

3.3.2 Dewatering

Divert surface water to prevent entry into the excavation. Limit dewatering to that necessary to assure adequate access, a safe excavation, prevent the spread of contamination, and to ensure that compaction requirements can be met. Do not perform dewatering without prior approval of the Contracting Officer. Conduct dewatering in accordance with the Dewatering and Leachate Management Plan developed as part of the Excavation Work Plan.

SECTION 02 61 13 Page 6

3.3.2.1 Collection and Disposal of Incidental Contaminated Water

Collect rinsewater. Collect ground, surface, and rain water contaminated by operations including water collected in the open excavation pit or temporary containment. Soak up with absorbent material so that no free liquid is present. Containerize, sample, and analyze contaminant absorbed material and dispose of as specified for contaminated soils.

3.3.3 Contaminated Material Storage

Place material in temporary storage immediately after excavation. The following paragraphs describe acceptable methods of material storage.

Provide storage units that are in good condition and constructed of materials that are compatible with the material or liquid to be stored. If multiple storage units are required, clearly label each unit with an identification number and keep a written log to track the source of contaminated material in each temporary storage unit.

3.3.3.1 Contaminated Material Stockpiles

Construct stockpiles to isolate stored contaminated material from the environment. Cover stockpiles at the end of each workday. Stockpile size greater than 30 cubic yards is prohibited. Construct stockpiles to include:

a. Place a geomembrane liner on a ground surface that is free of rocks greater than 0.5 inches in diameter and any other object which could damage the membrane. Where multiple geomembrane panels are necessary to construct the liner, seam the panels together and test the seams in accordance with manufacturer requirements.

b. Place a geomembrane cover over the stockpiles. Extend the cover material over the berms and anchor or ballast to prevent it from being removed or damaged by wind. Where multiple geomembrane panels are necessary to construct the cover, shingle the upslope panel over the downslope panel and overlap the panels at least 6 inches. Secure the panels together using ballast such as sandbags or tires.

c. Construct berms surrounding the stockpile, a minimum of 12 inches in height. Berm vehicle access points.

3.3.4 Backfilling and Finish Operations

Backfill excavations immediately after all contaminated materials have been removed and confirmation test results have been approved. Conduct backfilling and finish operations in accordance with drawing notes.

3.3.5 Treatment and Disposal of Excavated Contaminated Material

Perform offsite disposal of excavated contaminated material in accordance with Section 02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS.

3.3.6 Closeout Report

Submit copies of a Closeout Report within 60 calendar days of completing work at the site. Label the report with the contract number, project name, location, date, name of general Contractor, and the Government agency contracting for the work. As a minimum, include the following information:

a. A cover letter signed by a responsible company official certifying that

SECTION 02 61 13 Page 7 all services involved have been performed in accordance with the terms and conditions of the contract documents and regulatory requirements.

b. A narrative report including, but not limited to, the following:

(1) site conditions, ground water elevation, and cleanup goals;

(2) excavation logs;

(3) field screening readings;

(4) quantity of materials removed from each area of contamination;

(5) quantity of water/product removed during dewatering;

(6) sampling locations and sampling methods;

(7) sample collection data such as time of collection and method of preservation;

(8) sample chain-of-custody forms; and

(9) source of backfill.

c. Copies of all chemical and physical test results.

d. Copies of all manifests and land disposal restriction notifications.

e. Copies of all certifications of final disposal signed by the responsible disposal facility official.

f. Waste profile sheets.

g. Scale drawings showing limits of each excavation, limits of contamination, known underground utilities within 50 feet of excavation, sample locations, and sample identification numbers. Show on-site stockpile, storage, treatment, loading, and disposal areas on the drawings. Provide separate cross-sections of each excavation area before and after excavation and after backfilling, based on survey data.

h. Progress Photographs. Use color photographs to document progress of the work. Take a minimum of four views of the site showing the location of the area of contamination, entrance road, and any other notable site conditions before work begins. After work has been started, photographically record weekly activities at each work location. Provide photographs including:

(1) Soil removal and sampling.

(2) Dewatering operations.

(3) Unanticipated events such as spills and the discovery of additional contaminated material.

(4) Contaminated material/water storage, handling, treatment, and transport.

(5) Site or task-specific employee respiratory and personal protection.

SECTION 02 61 13 Page 8

(6) Fill placement and grading.

(7) Post-construction photographs. After completion of work at each site, take a minimum of four views of each excavation site.

Include a digital version of all photos shown in the report with the Closure Report. Provide photographs with a minimum of 300 pixels per inch resolution for all photo files. Provide photos in a lossless compression file format that does not lose any pixels in the compression process (e.g. .TIFF, .PNG, and .GIF). Ensure no loss of original resolution from the raw photo if converted to a lossless format. Create digital images and metadata that meet or exceed the specifications of the Exchangeable Image File Format (EXIF) version 2.3 or higher. In addition to the raw digital photo submissions, submit a PDF document as part of the Closeout Report displaying all required progress or other photos organized into separate documents. Render the photos in the PDF with a resolution that represents the original photo resolution to the human eye. Place photos according to their proper orientation (portrait or landscape). Create an index with bookmarks for each PDF organized by submittal section and suborganized by work area (if applicable) and then by date in the sequence which they were taken.

Process all raw photos for inclusion in the PDF submission with a border including a 0.5 inch caption at the base of each photo for descriptive information. Include the following information for each photographic image in the caption:

Project Name Contract Number Contractor Name Date Station and Offset Photo Number Orientation View Work Element Depicted General Project Area

3.4 FIELD QUALITY CONTROL

3.4.1 Tests

3.4.1.1 Sampling of Stored Material

Collect samples of stored material in accordance with the basewide QAPP and this paragraph. Collect samples of stored material at a minimum frequency of once per 10 cubic yards. Collect samples as discrete grabs. Complete all other sampling and analysis activities in accordance with the basewide QAPP (including but not limited to sample handling, preservation, transportation, collection of quality control samples, data validation, and data reporting). Any deviations to sampling frequency, number of samples, or sample collection methods must be approved by the Contracting Officer.

Test samples for the following parameters: DRO.

3.4.1.2 Government Quality Assurance Testing

Work will be monitored and tested in accordance with the requirements of the Construction Quality Assurance (CQA) Plan. Be aware of all monitoring and testing activities defined in the CQA Plan and account for these activities in the construction schedule. Quality Assurance testing and

SECTION 02 61 13 Page 9 monitoring does not relieve the contractor of the responsibility to complete the quality control testing and monitoring defined in this specification section.

3.5 PROTECTION

Do not store or stockpile contaminated materials on excavation areas that have been completed and tested in accordance with paragraph FIELD QUALITY

CONTROL.

-- End of Section --

SECTION 02 61 13 Page 10

SECTION 02 81 00

TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

08/25

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 415-1-266 (2000) Construction -- Resident Engineer Management Guide (REMG) for Hazardous, Toxic, and Radioactive Waste (HTRW) Projects

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

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

40 CFR 264 Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities

40 CFR 300 National Oil and Hazardous Substances Pollution Contingency Plan

49 CFR 107 Hazardous Materials Program Procedures

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

49 CFR 173 Shippers - General Requirements for Shipments and Packagings

49 CFR 178 Specifications for Packagings

1.2 DEFINITIONS

1.2.1 Hazardous Material

A substance or material which has been determined by the Secretary of Transportation to be capable of posing an unreasonable risk to health, safety, and property when transported in commerce, and which has been so designated pursuant to the Hazardous Materials Transportation Act, 49 U.S.C. Appendix Section 5101 et seq. The term includes materials

SECTION 02 81 00 Page 1 designated as hazardous materials under the provisions of 49 CFR 172, Sections .101 and .102 and materials which meet the defining criteria for hazard classes and divisions in 49 CFR 173. EPA designated hazardous wastes are also hazardous materials.

1.2.2 Hazardous Waste

A waste which meets criteria established in Resource Conservation and Recovery Act (RCRA) or specified by the EPA in 40 CFR 261 or which has been designated as hazardous by a RCRA authorized state program.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-03 Product Data

Hazardous Waste Management Plan; G, SD-06 Test Reports

SD-07 Certificates

Transportation and Disposal Coordinator; G, Training; G, Pipeline Hazardous Materials Safety Administration Certification

1.4 QUALITY ASSURANCE

1.4.1 Transportation and Disposal Coordinator

Designate, by position and title, one person to act as the Transportation and Disposal Coordinator (TDC) for this contract. The TDC serves as the single point of contact for all environmental regulatory matters and has overall responsibility for total environmental compliance at the site including, but not limited to, accurate identification and classification of hazardous waste and hazardous materials; identification of marking, labeling, packaging and placarding requirements; completion of waste profiles, hazardous waste manifests, bill of ladings, exception and discrepancy reports; and all other environmental documentation in security of hazardous waste and hazardous materials. The TDC must have, at a minimum, one year of specialized experience in the management and transportation of hazardous waste and have been Department of Transportation certified under 49 CFR 172, Subpart H, .

1.4.2 Training

Hazardous materials/waste employees must be trained, tested, and certified to safely and effectively carry out their assigned duties in accordance with Section 01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR CONTAMINATED SITES. Employees transporting hazardous materials or preparing hazardous materials for transportation, including samples, must

SECTION 02 81 00 Page 2 be trained, tested, and certified in accordance with 49 CFR 172, Subpart H, including security awareness and any applicable security plans.

Employees must be trained, tested, and certified in accordance with 49 CFR 172, Subpart H to determine that shipments do not constitute DOT regulated hazardous materials.

1.4.3 Pipeline Hazardous Materials Safety Administration Certification

The hazardous materials transporter and offeror must possess a current certificate of registration issued by the Pipeline Hazardous Materials Safety Administration, when required by 49 CFR 107, Subpart G and unless an exemption applies. Submit copies of the certificates or written statements certifying exemption from these requirements.

1.4.4 Laws and Regulations Requirements

Comply with Federal, state, and local laws and regulations which are applicable. These requirements are amended frequently and compliance with amendments is required as they become effective. Notify the Contracting Officer immediately if compliance exceeds the scope of work or conflicts with specific requirements of the contract.

PART 2 PRODUCTS

2.1 MATERIALS

Provide all the materials required for the packaging, labeling, marking, placarding and transportation of hazardous wastes and hazardous materials in conformance with Department of Transportation standardsEP 415-1-266.

Details in this specification must not be construed as establishing the limits of the Contractor's responsibility.

2.1.1 Packagings

Provide bulk and non-bulk containers for packaging hazardous materials/wastes consistent with the authorizations referenced in the Hazardous Materials Table in 49 CFR 172, Section 101, Column 8. Bulk and non-bulk packaging must meet the corresponding specifications in 49 CFR 173 referenced in the Hazardous Materials Table, 49 CFR 172, Section 101.

Packaging must conform to the general packaging requirements of Subpart B of 49 CFR 173, to the requirements of 49 CFR 178 at the specified packing group performance level, to the requirements of special provisions of column 7 of the Hazardous Materials Table in 49 CFR 172, Section 101, and be compatible with the material to be packaged as required by 49 CFR 173.

Also provide other packaging related materials such as materials used to cushion or fill voids in overpacked containers. The hazardous materials being packaged must not react dangerously with, decompose or ignite the sorbent packaging materials. Additionally, sorbents used to treat free liquids to be disposed of in landfills must be non-biodegradable as specified in 40 CFR 264, Section 314.

2.1.2 Markings

Provide markings for each hazardous material/waste package, freight container, and transport vehicle consistent with the requirements of 49 CFR 172, Subpart D and 40 CFR 262, Section 32 (for hazardous waste) , .

Markings must withstand a 180 day exposure to conditions reasonably expected to be encountered during container storage and transportation, without deterioration or substantial color change.

SECTION 02 81 00 Page 3

2.1.3 Labeling

Provide primary and subsidiary labels for hazardous materials/wastes consistent with the requirements in the Hazardous Materials Table in 49 CFR 172, Section 101, Column 6. Provide labels meeting design specifications required by 49 CFR 172, Subpart E including size, shape, color, printing, and symbol requirements., Labels must be durable weather resistant and withstanding a 180 day exposure to conditions reasonably expected to be encountered during container storage and transportation, without deterioration or substantial color change.

2.1.4 Placards

For each offsite shipment of hazardous material/waste, provide primary and subsidiary placards consistent with the requirements of 49 CFR 172, Subpart F. Provide placards for each side and each end of bulk packaging, freight containers, transport vehicles, and rail cars requiring such placarding.

Placards may be plastic, metal, or other material capable of withstanding, without deterioration, a 30 day exposure to open weather conditions and must meet design requirements specified in 49 CFR 172, Subpart F.

2.1.5 Spill Response Materials

Provide spill response materials including, but not limited to, containers, adsorbent, shovels, and personal protective equipment. Spill response materials must be available at all times when hazardous materials/wastes are being handled or transported, must be compatible with the type of material being handled, and must include a sufficient volume of materials to contain the contents of the spill.

2.2 EQUIPMENT AND TOOLS

Provide appropriate equipment and tools necessary to handle hazardous materials and hazardous wastes in a safe and environmentally sound manner.

PART 3 EXECUTION

3.1 HAZARDOUS WASTE MANAGEMENT PLAN

Prepare a Hazardous Waste Management Plan detailing the manner in which hazardous wastes must be managed and describing the types and volumes of hazardous wastes anticipated to be managed. The Hazardous Waste Management Plan must be consistent with identified environmental controls described in 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS and 01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL. Address both onsite and offsite hazardous waste management. Describe the methods to be used to ensure accurate piece counts or weights of shipments; describe waste minimization methods;

identify and describe facilities to be used for treatment, storage, and disposal (TSD); identify areas onsite where hazardous wastes are to be handled; and identify whether transfer facilities are to be used; and if so, how the wastes must be tracked to ultimate disposal. Submit the plan to the Contracting Officer for approval prior to start of work. Provide waste inspections as required by federal, state and local hazardous waste regulations. Submit written documentation of weekly hazardous waste inspections on a monthly basis.

SECTION 02 81 00 Page 4

3.2 EMERGENCY CONTACTS

Comply with the emergency contact provisions in 49 CFR 172, Section 604.

When shipping hazardous materials, provide a 24 hr emergency response contact and phone number of a person knowledgeable about the hazardous materials being shipped and who has comprehensive emergency response and incident mitigation information for that material, or has immediate access to a person who possesses such knowledge and information. Monitor the phone on a 24 hour basis at all times when the hazardous materials are in transportation, including during storage incidental to transportation.

Ensure that information regarding this emergency contact and phone number are placed on all hazardous material shipping documents. Designate an emergency coordinator and post the following information at areas in which hazardous wastes are managed:

a. The name of the emergency coordinator.

b. Phone number through which the emergency coordinator can be contacted on a 24 hour basis.

c. The telephone number of the local fire department.

d. The location of fire extinguishers and spill control materials.

SECTION 02 81 00 Page 5

Attachment A

SAMPLE OFF-SITE POLICY CERTIFICATION MEMO

Project/Contract #:

Waste Stream:

Primary TSD Facility, EPA ID # and Location:

Alter. TSD Facility, EPA ID # and Location

EPA Region Contact

I 888-372-7341 or (617) 918-1111

II (212) 637-3660

III 800-438-2474 or 215-814-5000

IV 800-241-1754 or 404-562-9900

V (800) 621-8431 or 312-353-2000

VI 800-887-6063 or 214-665-2210

VII 800-223-0425 or (913) 551-7003

VIII (800) 227-8917 or (303) 312-6312

IX (866) EPA-WEST or (415) 947-8000

X 800-424-4372 or (206) 553-1200

EPA representative

EPA representative phone number:

Date contacted:

Comment:

The above EPA representative was contacted on __________. As of that date the above sites were considered acceptable in accordance with the Off-Site Policy in 40 CFR 300 Section 440.

Date: Signature:

Phone number:

SECTION 02 81 00 Page 6

SECTION 33 56 10

FACTORY-FABRICATED FUEL STORAGE TANKS

05/25

PART 1 GENERAL

1.1 SUMMARY

This section defines the requirements for factory-fabricated fuel storage tanks.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM A193/A193M (2025) Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High-Temperature Service and Other Special Purpose Applications

ASTM A194/A194M (2024) Standard Specification for Carbon Steel, Alloy Steel, and Stainless Steel Nuts for Bolts for High-Pressure or High-Temperature Service, or Both

ASTM A307 (2023) Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength

ASTM A563 (2021; E 2022a) Standard Specification for Carbon and Alloy Steel Nuts

ASTM D3308 (2012; R 2022) Standard Specification for PTFE Resin Skived Tape

ASTM F436 (2011) Hardened Steel Washers

ASTM F844 (2019; R 2024) Standard Specification for Washers, Steel, Plain (Flat), Unhardened for General Use

ASTM F1554 (2020) Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 30 (2024; ERTA 1 2025) Flammable and Combustible Liquids Code

NFPA 30A (2024; ERTA 1 2023) Code for Motor Fuel Dispensing Facilities and Repair Garages

SECTION 33 56 10 Page 1

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC QP 3 (2010) Standard Procedure for Evaluating Qualifications of Shop Painting Applicators

SSPC QS 1 (2015) Standard Procedure for Evaluating a Contractor's Advanced Quality Management System

STEEL TANK INSTITUTE (STI)

STI 700-50-5007 (2010) Installation Instructions for Shop Fabricated Aboveground Tanks for Flammable, Combustible Liquids

UL SOLUTIONS (UL)

UL 142 (2019; Reprint Jan 2021) UL Standard for Safety Steel Aboveground Tanks for Flammable and Combustible Liquids

UL 2085 (1997; Reprint Sep 2010) UL Standard for Safety Protected Aboveground Tanks for Flammable and Combustible Liquids

1.3 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

Grounding and Bonding

SD-03 Product Data

Aboveground Storage Tank (Double Wall Steel); G, Tank Protective Coatings; G, Atmospheric Vent; G, Emergency Vent; G, Tank Gauges; G, Tank Mounted Fuel Dispensing Unit; G, SD-06 Test Reports

Aboveground Storage Tank Tightness Tests; G, Tank Manufacturer's Tests

DEMONSTRATIONS

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SD-07 Certificates

Contractor Qualifications; G, Permitting

Registration

Licensed PersonnelSD-08 Manufacturer's Instructions

Aboveground Storage Tank

Tank Gauges

SD-10 Operation and Maintenance Data

Aboveground Storage Tank; G, Tank Gauges; G,

1.4 QUALITY ASSURANCE

1.4.1 Contractor Qualifications

Each installation Contractor must have successfully completed at least 2 projects of similar scope, and the same size or larger within the last 5 years and demonstrated specific installation experience in regard to the specific system installation to be performed. Each installation Contractor must have taken, if applicable, manufacturer's training courses on the installation of storage tanks and must meet all applicable licensing requirements in the state. If applicable, state certified installers must be provided by the Contractor. Installers must also be trained and certified by the manufacturer to install the equipment and materials being installed and must be STI certified. Submit a letter listing prior projects, the date of construction, a point of contact for each prior project, the scope of work of each prior project, and a list of work performed.

1.4.2 Regulatory Requirements

1.4.2.1 Permitting

Obtain necessary permits in conjunction with the installation of storage tanks as required by federal, state, or local authority.

1.4.2.2 Registration

Obtain and complete all tank registration forms required by federal, state, and local authorities. Submit all completed tank registration forms within 60 days after contract award to the Contracting Officer. The Contracting Officer will ensure the Base Environmental staff for the DoD Installation submits the forms to the proper regulatory agencies.

1.4.2.3 Licensed Personnel

Tank installers must be licensed by the state when the state requires licensed installers.

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1.5 DELIVERY, STORAGE, AND HANDLING

Handle, store, and protect system components and materials to prevent damage before and during installation in accordance with the manufacturer's recommendations, and as approved by the Contracting Officer, upon recommendation by Base Environmental for the DoD Installation. Replace damaged or defective items.

1.6 SITE CONDITIONS

Exposed moving parts, parts that produce high operating temperatures and pressures, parts that may be electrically energized, and parts that may be a hazard to operating personnel must be insulated, fully enclosed, guarded, or fitted with other types of safety devices. Install safety devices so that proper operation of equipment is not impaired.

1.7 WARRANTY

All factory-fabricated storage tanks must come with a manufacturer's warranty of a minimum period of 30 years. All warranty paperwork will be completed and submitted by Contractor to both the tank and system component manufacturers, the Contracting Officer, and the Base Environmental for the DoD Installation. This includes all applicable completed manufacturers' equipment installation checklists.

PART 2 PRODUCTS

2.1 ELECTRICAL WORK

Provide controllers, integral disconnects, contactors, controls, and control wiring with their respective pieces of system components.

2.1.1 Grounding and Bonding

Grounding and bonding must be in accordance with NFPA 70 and NFPA 77.

Provide jumpers to overcome the insulating effects of gaskets, paints, or nonmetallic components.

2.2 MATERIALS AND SYSTEM COMPONENTS

Provide materials and system components that are standard products of a manufacturer regularly engaged in the manufacturing of such products, that are of a similar material, design and workmanship. Provide materials and system components that have been in satisfactory commercial or industrial use for a minimum 3 years prior to bid opening. The 3 year period must include applications of the system components and materials under similar circumstances and of similar size. Provide materials and system components that have been for sale on the commercial market through advertisements, manufacturers' catalogs, or brochures during the 3 year period.

Internal parts and components of system components, piping, piping components, and valves that could be exposed to fuel during system operation must not be constructed of zinc coated (galvanized) metal, brass, bronze, or other copper alloys. Do not install cast iron bodied valves in piping systems that could be exposed to fuel during system operation.

2.3 NAMEPLATES

Attach nameplates to all specified system components defined herein. List

SECTION 33 56 10 Page 4 on each nameplate the manufacturer's name, address, component type or style, model or serial number, catalog number, capacity or size, and the system that is controlled. Construct plates of anodized aluminum. Install nameplates in prominent locations with nonferrous screws, nonferrous bolts, or permanent adhesive. Minimum size of nameplates must be one by 2.5 inches.

Provide manufacturer's storage tank nameplates as required. Lettering must be the normal block style with a minimum 0.25 inch height. Accurately align all lettering on nameplates. For plastic nameplates, engrave lettering into the white core.

2.4 ABOVEGROUND STORAGE TANK

2.4.1 Aboveground Storage Tank (Double Wall Steel)

Provide a factory-assembled unit that includes a factory-fabricated primary storage tank and an integral secondary containment. Tank assembly must be in accordance with NFPA 30NFPA 30A and be designed and manufactured for a horizontal cylindrical installation. Primary storage tank must be factory-welded, steel in accordance with UL 2085. Tank assembly must be mounted on the tank manufacturer's standard UL listed support skid that elevates the tank assembly above the underlying concrete slab a maximum of 12 inches. Tank assembly must have lifting lugs that allow tank relocation.

Provide ladder and platform as indicated on the drawings. Provide a minimal 5 gal spill container on the tank fill line. The container must be lockable and must contain any spillage encountered at the tank during tank filling operations.

2.4.1.1 Double Wall Steel Tank (Fire-Resistant, Protected)

The secondary containment (outer) tank must be a factory-fabricated, steel, tank that fully-encloses the primary storage tank and must be in accordance with UL 142. The interstitial space between the primary tank and the containment tank must be both pressure testable and verifiable. The entire tank assembly must be in accordance with UL 2085 and bear the UL 2085 label. The primary storage tank must be supported within the containment tank with steel tank saddles, or other similar supports, fabricated and installed by the tank manufacturer.

2.5 TANK PROTECTIVE COATINGS

2.5.1 Interior Surfaces

Coat 100 percent of a metal tank's interior surfaces including all metal piping and metal appurtenances in accordance with the manufacturer's standard coating system as modified herein.

2.5.1.1 Certifications of Coating Contractors

All Contractors and Subcontractors that perform surface preparation or coating application must be certified to SSPC QP 3 and SSPC QS 1 prior to contract award, and must remain certified while accomplishing any surface preparation or coating application. Painting contractors and painting subcontractors must remain so certified for the duration of the project.

If a contractor or subcontractor certification expires, the firm is not allowed to perform any work until the certification is reissued. Requests for extension of time due to delay as a result of an inactive certification will not be considered and liquidated damages will apply. Notify the Contracting Officer of any change in certification status. Notify the Contracting Officer of all scheduled or unannounced on site audits from

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SSPC and provide a copy of all audit reports.

2.5.2 Exterior Surfaces, Aboveground Tanks

Protect the exterior surfaces of each aboveground tank with the manufacturer's standard coating system as modified herein as modified herein.

2.5.2.1 Certifications of Coating Contractors

All Contractors and Subcontractors that perform surface preparation or coating application must be certified to SSPC QP 3 and SSPC QS 1 prior to contract award, and must remain certified while accomplishing any surface preparation or coating application. Painting contractors and painting subcontractors must remain so certified for the duration of the project.

If a contractor or subcontractor certification expires, the firm is not allowed to perform any work until the certification is reissued. Requests for extension of time due to delay as a result of an inactive certification will not be considered and liquidated damages will apply. Notify the Contracting Officer of any change in certification status. Notify the Contracting Officer of all scheduled or unannounced on site audits from SSPC and provide a copy of all audit reports.

2.5.3 Tank Labeling

Tank must be labelled with the following information at a minimum:

Product Stored and Tank Capacity (Per MIL-STD-161).

Tank Number and Facility Number.

NFPA 704 Diamond Hazmat Label.

"No Smoking" on Class 1 tanks.

"Confined Space" on tanks with manhole/ladder hatch.

2.6 TANK COMPONENTS

2.6.1 Tank Piping Penetrations

Provide a welded-in-place double tapered National Pipe Thread (NPT) coupling for each tank piping connection. All unused or spare tank piping penetrations must be sealed with steel plugs.

2.6.2 Tank Striker Plates

Provide an interior striker plate under each tank manhole and pipe connection. Each plate must be a minimum of 1/4 inch in thickness, be larger in diameter than the tank penetration, fit the curvature of the tank bottom, and be completely coated in the same fashion as the interior tank bottom coating. Each plate must be welded to the tank bottom at the factory (full circumference connection). The welds must be non-destructive tested using the appropriate means.

2.6.3 Manual Gauging/Sampling Hatch

Provide a combination gauging and sampling hatch assembly. The assembly must include a bronze top-seal type adapter with a corresponding locking

SECTION 33 56 10 Page 6 type cap (adapter and cap both externally-mounted to the top of the tank) and a steel stilling well pipe.

2.6.4 Tank Venting

2.6.4.1 Atmospheric Vent

Provide atmospheric, updraft type cap. Cap must be constructed of aluminum or carbon steel. Cap must have an internal brass or bronze insect screen, minimum 40-mesh. Cap must prevent rain, snow, or ice from entering the vent piping.

2.6.4.2 Emergency Vent

Vent must be the normally-closed, UL listed type that vents outward and upward. Vent must conform with NFPA 30 and UL 142 and must be sized by the tank manufacturer. Provide vent with the cubic feet per minute (cfm) rating permanently labeled on the vent's exterior. For double wall or protected type tanks, provide a second emergency vent to protect the interstitial space.

2.7 TANK GAUGES

2.7.1 Stick Gauge

Provide 1 wooden stick gauge. Gauge length must allow the measurement of the entire level of fuel in the corresponding tank. Gauges must be compatible with the fuel to be measured (no swelling or damage from fuel contact). Provide gauge with non-sparking caps on each end. Mark gauges in feet and inches. The smallest unit of measure on the gauge must be 1/16 inch.

2.7.2 Tank Strapping Table

Provide tank manufacturer certified strapping tables (calibration charts) for each tank. One of the tables must indicate the liquid contents in gallons for each 1/16 inch of tank depth. Strapping table volumes for all tanks 5,000 gallons and larger must be determined using physical measurements and not calculated values. For each tank, provide an electronic media file of each strapping table.

2.7.3 Mechanical Clock Gauge

Gauge must be the level sensing, mechanically actuated type that provides the tank level readout in a sealed glass cap contained in a gauge box.

Gauge must be accurate to plus or minus 1/4 inch and must measure the liquid level over the full range of a tank's height. Gauge must have vapor tight seals to prevent condensation from fogging the viewing glass.

2.8 TANK MOUNTED FUEL DISPENSING UNIT

Provide fuel dispensing unit with integral UL labeled suction pump as supplied by the tank manufacturer. Unit must include all necessary appurtenances for operation. Unit must include a visible register to indicate individual deliveries up to 99.9 gallons with a reset meter. Pump must have a delivery capacity of 10 gpm. Hose must be a minimum 3/4 inch inside diameter, 15 ft long, and fuel resistant. The dispensing nozzle must be of the automatic shutoff type with graduated notches for various delivery speeds. Dispensing unit must provide a means for locking of the

SECTION 33 56 10 Page 7 nozzle to the pump when the pump is shutoff. Units must be clearly marked for the fuel they are dispensing.

2.9 ACCESSORIES

2.9.1 Concrete Anchor Bolts

Concrete anchors must be in accordance with ASTM F1554, hot-dipped galvanized.

2.9.2 Bolts and Studs

Carbon steel bolts and studs must be in accordance with ASTM A307, Grade B, hot-dipped galvanized. Stainless steel bolts and studs that be in accordance with ASTM A193/A193M, Grade 8.

2.9.3 Nuts

Carbon steel nuts must be in accordance with ASTM A563, Grade A, hex style, hot-dipped galvanized. Stainless steel nuts must be in accordance with ASTM A194/A194M, Grade 8.

2.9.4 Washers

Provide flat circular washers under each bolt head and each nut. Washer materials must be the same as the connecting bolt and nut. For ASTM F1554 concrete anchors, use ASTM F436, Type 1, hot-dipped galvanized washers.

For ASTM A307 bolts and studs, carbon steel washers must be in accordance with ASTM F844, hot-dipped galvanized. Stainless steel washers must be in accordance with ASTM A194/A194M, Grade 8.

2.9.5 Polytetrafluoroethylene (PTFE) Tape

Tape must be in accordance with ASTM D3308.

PART 3 EXECUTION

3.1 INSTALLATION

Install work so that parts requiring periodic inspection, operation, maintenance, and repair are readily accessible. Handle storage tanks with extreme care to prevent damage during placement and install in accordance with the manufacturer's installation instructions and NFPA 30,…