Attachment D - Technical SOW Edwards Amend 0002.pdf

MSS, Transfer Line, Hydrant 3 Edwards AFB, California

Attachment D – Technical Scope of Work, Page 1

ATTACHMENT D - TECHNICAL SCOPE OF WORK

1. GENERAL

2. CIVIL SITE DEVELOPMENT

3. ENVIRONMENTAL HEALTH AND SAFETY

4. STRUCTURAL

5. MECHANICAL

6. ELECTRICAL

Attachment D – Technical Scope of Work, Page 2

ATTACHMENT D

TECHNICAL SCOPE OF WORK

1. GENERAL

1.1. GENERAL DESCRIPTION

This project includes the following:

- Install positive displacement meter at Valve Pit Number 1

- Install fencing at Hydrant 3

- Install asphalt at Hydrant 3

- Replace 15,000-gallon UL 2085 Diesel fuel Tank 3 with new 15,000 gallon

UL 2085 Diesel fuel tank at Military Service Station

- Replace Diesel Truck Offload at Military Service Station

- Replace 15,000-gallon UL 2085 Mogas fuel Tank 4 with new 12,000 gallon

UL 2085 Mogas fuel tank at Military Service Station

- Demolish Mogas truck offload associated with Mogas fuel Tank 5

- Replace Mogas Truck Offload at Military Service Station associated with

Mogas fuel tank 4 that will serve as the main Mogas offload regardless if the OPTION is awarded or not

This project includes the following OPTION ITEM:

- Replace 15,000-gallon UL 2085 Mogas fuel Tank 5 with new 12,000 gallon UL 2085 Mogas fuel Tank at Military Service Station

CLIN ITEM 0009 IS AN OPTION ITEM THAT IS CURRENTLY FOR BIDDING PURPOSES ONLY.

THIS OPTION ITEM MAY OR MAY NOT BE AWARDED DEPENDING ON OUT-OF-SERVICE TANK

INSPECTION THAT IS TO BE COMPLETED ON MOGAS TANK 5 UNDER A DIFFERENT

CONTRACT.

1.2. PHASING

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

A temporary fueling system shall be provided for Ddiesel and MOGAS operations at the Main Service Station for the duration that the system is out-of-service for construction. The temporary Ddiesel fueling system shall be provided at time of award so there is no break in fueling service. There is an existing diesel temporary fueling system on siteThere is an existing temporary Ddiesel fuelings system on-site. that will be demobilized. The contractor may, at the expense of the government, assume the current existing temporary fueling system The contractor may coordinate with Menzies Aviation on the existing temporary fueling system:.

Jeff Boldman – Jeff.Boldman@menziesaviation.com

If the contractor chooses to provide a new temporary fueling system, the existing temporary fueling system will be demobilized off-site by the

Attachment D – Technical Scope of Work, Page 3 government. See Mechanical section 5.10 Fueling System Repairs for additional guidance.

2. CIVIL SITE DEVELOPEMENT

2.1. GENERAL

Provide civil design based on the conceptual plans and details provided.

Adjustments may be made to the concept design drawings provided, subject to approval by the Contracting Officer. Complete the civil design 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.

2.1.1. DESIGN CRITERIA AND REFERENCE PUBLICATIONS

UNIFIED FACILITIES CRITERIA (UFC)

UFC 3-201-01 Civil Engineering (Apr 2018 w/ Chg 3 – 01 May 2020)

UFC 3-210-10 Low Impact Development (July 2015 w/ Chg 3 – 01 Mar 2020)

UFC 3-250-01 Pavement Design for Roads and Parking Areas (Nov

2016)

UFC 3-250-03 Standard Practice Manual for Flexible Pavements

(May 2018)

UFC 3-250-04 Standard Practice for Concrete Pavements (Jan 2004 w/Chg 2 – 29 July 2009)

UFC 3-460-01 Design, Petroleum Fuel Facilities (Jul 2019 w/Chg 1 –

01 May 2020)

UFC 4-022-03 Security Fences and Gates (Oct 2013)

CODE OF FEDERAL REGULATIONS (CFR)

40 CFR Part 112 Oil Pollution Prevention

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 30 Flammable and Combustible Liquids Code (2021)

DEPARTMENT OF DEFENSE (DOD)

AW 78-24-28 Pressurized Hydrant Fueling System, Type III STD 123-335-03 Military Service Station and Factory Fabricated Tank

Engineering Standard, October 2015

A complete list of DOD Fuels Standards can be found at the following location: https://www.wbdg.org/ffc/dod/non-cos-standards

ACI INTERNATIONAL (ACI)

ACI 201.2R Guide to Durable Concrete (2016)

Attachment D – Technical Scope of Work, Page 4

ACI 211.1 Standard Practice for Selecting Proportions for

Normal, Heavyweight and Mass Concrete (1991; R 2009)

ACI 305R Guide to Hot Weather Concreting (2010)

ASTM INTERNATIONAL (ASTM)

ASTM D1557 Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3)

ASTM D5893 Cold Applied, Single Component, Chemically Curing Silicone Joint Sealant for Portland Cement Concrete Pavements

2.1.2. 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 Attachment C – Submittal Paragraph Requirements on editing of submittal paragraphs.

Below is list of specifications that may be relevant for use during this project, but is not all-inclusive, specifications other than those listed below may be required. A complete list of available specifications and the specifications themselves are available electronically at:

http://www.wbdg.org/ccb/browse_org.php?o=70

UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS)

UFGS 01 57 19 Temporary Environmental Controls UFGS 02 41 00 Demolition UFGS 31 00 00 Earthwork UFGS 32 01 19.61 Sealing of Joints in Rigid Pavement UFGS 32 11 23 Aggregate Base Courses UFGS 32 12 13 Bituminous Tack and Prime Coats UFGS 32 13 13.06 Portland Cement Concrete Pavement for Roads and Site

Facilities UFGS 32 12 16 Hot-Mix Asphalt (HMA) for Roads UFGS 32 16 19 Concrete Curbs, Gutters and Sidewalks UFGS 32 31 13.53 High-Security Chain Link Security Fences and Gates

2.2. CIVIL SCOPE OF WORK

2.2.1. Provide Fencing at Hydrant 3 (CLIN 0002)

Install FE6 style perimeter fencing at Hydrant 3 fuel facility. The fencing will have two electrically controlled entry and exit gates, locations shown in the drawings. The new fence shall tie into existing fence, also shown in the drawings. For more details, see FENCING paragraphs below.

2.2.2. Provide Asphalt Roadway at Hydrant 3 (CLIN 0003)

Attachment D – Technical Scope of Work, Page 5

Install new asphalt roadway to the two offload connections as shown in the drawings. All existing pavements shall be removed, the offloads P.C.

concrete however, shall remain untouched throughout the project. All new asphalt cement concrete (ACC) pavement and base course shall match the thickness of the existing asphalt pavement. In no case shall the asphalt thickness be less than 3-inches.

2.2.3. Provide New Curbed Pad for Diesel and MOGAS Offload at MSS (CLIN 0005, 0008)

Install new pad with perimeter curbing around new Diesel and MOGAS offload as shown on the drawings. The new perimeter curbing shall have 6” curbing on all sides. New pad shall be sized to fit all new offloading equipment and provide general containment for the site. Equipment pad shall be sloped to lockable ball drain valve, see drawings. Provide bollards to protect offload equipment as shown on the drawings.

For construction access for this work item, the perimeter fencing must be temporarily removed and replaced after the completion of this project, however, the current fence will need to be altered to account for the two new offloads, see drawings. The sliding gate that gives access to personnel and operators must also be extended to account for the two new offloads. All new fencing shall match existing at the site.

2.2.4. Provide New Concrete Pad for Meter at Valve Pit 1 (CLIN 0001)

Install new concrete pad under meter at Valve Pit 1. Pad shall contain all flanged connections from piping. All design details can be found under the SPILL CONTAINMENT CONCRETE paragraphs below.

2.3. TOPOGRAPHIC SURVEY

All survey work required to complete the design of this project is the responsibility of the Contractor.

2.4. AS-BUILTS

As-builts of the fuels yard facilities are provided as Attachment G. As-built drawings have not been verified by the Government and no guarantee is made as to their accuracy. The Contractor is responsible for determining accurate existing site conditions, including underground, prior to design of improvements.

2.5. DEMOLITION AND REMOVAL

Items to be removed shall be as indicated on the drawings and specified in the following civil, mechanical and electrical paragraphs, and as necessary to construct the new features of work. Disposal of all removed materials shall be outside the limits of Government-controlled land in accordance with Federal, State, and local regulations. The Contractor shall notify the Contracting Officer’s Representative if any material to be disposed of is found to contain hazardous, toxic, biological, or radiological substances.

Rubbish and debris shall be removed from Government property daily to avoid accumulation at the project site.

Attachment D – Technical Scope of Work, Page 6

All pavement removals shall be initiated with a full-depth sawcut using a vertical diamond blade. All pavement markings removed or damaged by the Contractor's operations shall be re-marked to match existing.

2.6. SITE DESIGN

The Contractor shall provide 100% design Site Plans for review and approval, in compliance with UFC 3-460-01 DESIGN, PETROLEUM FUEL FACILITIES, NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, and NFPA 30A CODE FOR MOTOR FUEL DISPENSING FACILTIES AND REPAIR GARAGES. The site layout shall conform to the concept drawings provided. Deviations may be submitted by the Contactor with the design submittal(s), subject to Government approval.

The design offloading vehicle is an AASHTO {WB-50 truck} with a total fuel capacity of 8,000 US gallons. The design documents shall include drawings showing the turning movements of the applicable design vehicle(s) at each site.

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.

2.7. PAVEMENTS

State Department of Transportation (DOT) pavement thickness design procedures may be utilized, in accordance with the guidance in UFC 3-201-1 CIVIL ENGINEERING and UFC 3-250-01 PAVEMENT DESIGN FOR ROADS AND PARKING AREAS.

Pavement design calculations shall be submitted with the Contractor’s final design documents. Specifications, as identified in the subsections below, shall be provided for all pavement and base materials included in the final design. Where DOT thickness design procedures are utilized, each UFGS must be edited to specify DOT material requirements. Other sections, such as the construction execution procedure for physically determining acceptable conditions, preparation, installation, field quality control and inspection must conform to the UFGS requirements. If DOT thickness design procedures are not utilized as allowed, editing of the specifications to incorporate DOT materials shall only be as specifically allowed by UFC 3-250-01 and by notes and bracketing within the applicable UFGS.

All pavement subgrade shall be compacted to a minimum 95% of maximum density (ASTM D 1557). Subgrade shall be maintained in a smooth compacted condition in conformance with the required section and established grade until new pavement is placed.

2.7.1. Portland Cement Concrete (PCC) Pavement

Concrete pavement shall be in accordance with UFGS 32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE. The potential for alkali-silica reactivity (ASR) shall be evaluated and tested in accordance with the UFGS.

All new concrete pavements shall have a minimum flexural strength of 650 psi at 28 days. Where DOT thickness design procedures are utilized as allowed above, and the DOT specifies concrete based upon compressive strength, the new concrete pavement shall have a minimum compressive strength of 4500 psi at 28 days.

2.7.2. Asphalt Cement Concrete (ACC) Pavement

Attachment D – Technical Scope of Work, Page 7

The new asphalt cement concrete (ACC) pavement section for roads and parking lots shall be a minimum of 3 inches ACC on 12 inches of aggregate base course. Asphalt pavement shall be in accordance with UFGS 32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS. Single lifts of asphalt shall not be less than 1- 1/2 inches nor greater than 3 inches.

All asphalt removed for installation of new PCC shall be sawcut a minimum of 2 feet from the edge of new PCC for patch back.

2.7.3. Aggregate Base Course

Aggregate base course shall be in accordance with UFGS 32 11 23 AGGREGATE BASE COURSES and shall have a minimum CBR of 80.

2.8. SPILL CONTAINMENT CONCRETE

Concrete for spill containment shall be per the Portland Cement Concrete Pavement paragraph above, unless otherwise noted in the paragraphs below.

2.8.1. Spill Containment Pad and Curbing

Spill containment shall be provided for the fuel piping, valves and equipment at the Military Service Station, shown on the drawings. This shall be accomplished by providing a reinforced concrete pad with curb around the perimeter. The concrete pad shall have a minimum thickness of 6-inches and be reinforced with No. 4 rebar at 12” o.c. each way. The concrete curb shall be not less than 6-inches above the top of the concrete pad surface, shall be reinforced with a #4 longitudinal rebar, and the top edges shall have a ¾” chamfer. Reinforcement shall have minimum yield strength of 60,000 psi. All new concrete shall have a minimum compressive strength of 4000 psi.

Expansion joints shall be provided between the concrete pad and any adjacent existing concrete. All joints shall be sealed with MOGAS and diesel resistant sealant. At least one two-inch 316 stainless steel (ss) pipe and ss lockable ball valve (normally closed) shall be provided through the curbing to drain the containment area to grade; additional valves shall be provided as necessary to completely drain the curbed containment pad. See Sheet CS508 of the AW 78-24-28 Type III Standards for details.

2.8.2. Miscellaneous Concrete Pads

Reinforced concrete housekeeping pads, a minimum of 6 inches in depth, shall be provided under new and existing aboveground fuel line flanges, valves and other devices. Each pad shall extend not less than 12 inches beyond the device or valve flange. The concrete pads shall be reinforced with #4s at 12” each way. All joints shall be sealed with jet fuel resistant sealant.

2.9. JOINT SEALANT

All new portland cement concrete joints 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 MOGAS and diesel or jet fuel in the intended application, based on the fuel type(s) at the installed locations.

Attachment D – Technical Scope of Work, Page 8

2.10. GRADING AND DRAINAGE

Positive drainage shall be provided for all areas, following the criteria indicated below. Earthwork shall be balanced to the extent possible without compromising the design. Any required borrow material must be obtained by the Contractor from off-base sources. All waste material shall be disposed of outside Government property unless otherwise approved by the Contracting Officer’s Representative. The final design shall include UFGS 31 00 00 EARTHWORK. Grading and drainage shall be in accordance with UFC 3-201-01

CIVIL ENGINEERING.

The Contractor shall develop the required grading plans. Plans shall show existing contours and new contours to indicate new grading, finished floor and pavement elevations, drainage swales, etc.

All disturbed areas, not otherwise surfaced, shall be seeded or sodded.

All surfaces surrounding the spill containment areas shall be graded to drain away from the containment areas.

All excavations from site removals must be backfilled such that all areas match surrounding grades and drainage patterns. Provide positive drainage for all areas.

The following criteria shall be used to develop site grading.

Minimum Crown grade of 2 percent.

Minimum desirable gutter grade of 0.8 percent with absolute minimum of 0.5 percent.

Desirable minimum transverse parking area grade of 2 percent. Absolute minimum grade of 1.5 percent for flexible pavement and 1 percent for rigid pavement.

Maximum desirable parking area grade of 4 percent.

Desirable minimum grade of 5 percent for 10 feet away from building and desirable maximum grade of 10 percent for 10 feet.

Minimum grade of 1 percent for overlot grading for cohesionless sandy soils and 2 percent for cohesive soils or turf areas.

Minimum ditch grade of 0.3 percent.

Maximum fore-slopes of 1V on 4H and back-slopes of 1V on 3H.

Transverse walk grade of 2 percent.

2.10.1. Storm Drainage

Storm drainage design shall be in accordance with UFC 3-201-01 CIVIL

ENGINEERING.

Attachment D – Technical Scope of Work, Page 9

2.11. SEDIMENT AND EROSION CONTROL

The Contractor shall be responsible for all necessary erosion and sediment controls required by Federal, State or local regulations, including permits and any associated fees. The final design shall include UFGS 01 57 19

TEMPORARY ENVIRONMENTAL CONTROLS.

2.12. BOLLARDS

New pipe bollards shall be provided to protect the new offload equipment, as indicated in the drawings. Bollards shall be NPS 6 steel pipe, schedule 40 minimum, galvanized, filled with concrete, and provided with a yellow plastic sleeve designed for that purpose. Bollard foundations shall have a minimum diameter of 18 inches and a minimum depth of 42 inches; these dimensions shall be adjusted as necessary to meet frost protection and structural requirements. The top of the bollard shall be rounded, and the top of the bollard foundation shall slope away from the pipe to direct water away.

Expansion joints will be provided where the bollard foundation abuts concrete pavement.

2.13. FENCING

New chain-link security fence and gates shall be used to enclose the new fuel point, as indicated. The fence shall have a standard single outrigger with three strands of barbed wire on an outrigger. The fence fabric shall be 7-feet high with top rail and bottom tension wire. Chain link fabric shall be either zinc or aluminum coated 9-gage wire woven in a 2-inch mesh. Tie wires shall be 9-gage galvanized steel. The security fencing shall be designed in accordance with UFC 4-022-03 SECURITY FENCES AND GATES. The final design shall include UFGS 32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES.

The new fence shall have two sliding gates, one for entry and exit as shown on the drawings. The gates shall be electrically operated with the entry gate having a keypad for entry and in-pavement detectors for the exit gate.

The gates will also allow remote operation from the existing control room.

3. ENVIRONMENTAL HEALTH AND SAFETY

3.1. ENVIRONMENTAL COMPLIANCE AND SUSTAINABILITY

3.1.1. General Requirements

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

Comply with all applicable federal, state, and local environmental laws and regulations including asbestos containing materials (ACM) and 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.

3.1.2. Sustainability and Energy Efficiency Policy

Attachment D – Technical Scope of Work, Page 10

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. A minimum of 60 percent by weight of total project solid waste shall be diverted from the landfill. The Contractor shall be responsible for transportation and disposal of recyclable materials outside the limits of the government property.

3.1.3. Environmental Protection Plan

Prior to commencing construction/demolition activities or delivery of materials to the site, the Contractor shall submit an Environmental Protection Plan for review and approval by the Contracting Officer. The Contractor shall maintain a current version of the Environmental Protection Plan on site for review by interested parties and implementing any additional requirements in complying with applicable federal, state and local environmental protection laws and regulations.

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

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

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

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

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

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

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

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

f) Drawings showing locations of proposed temporary excavations or embankments for haul roads, stream crossings, material storage areas, Attachment D – Technical Scope of Work, Page 11 structures, sanitary facilities, and stockpiles of excess or spoil materials including methods to control runoff and to contain materials on the site.

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

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

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

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

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

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

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

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

Attachment D – Technical Scope of Work, Page 12 materials are brought on site or removed from the site, the plan shall be updated.

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

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

3.2. 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.

3.3. DESIGN CRITERIA AND REFERENCE PUBLICATIONS

Petroleum Fuel Facilities, Design

UFC 3-460-01 (Jul 2019, Chg 1 – May 2020)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.65 Hazardous Waste Operations and Emergency

Response

40 CFR 112 Spill Prevention Control and Countermeasure

Plans

40 CFR 261 Identification and Listing of Hazardous Waste

49 CFR 171 General Information, Regulations, and

Definitions

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

Attachment D – Technical Scope of Work, Page 13

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual (2014)

NFPA 30 Flammable and Combustible Liquids Code

3.4. 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.

3.5. SAFETY AND HEALTH GENERAL DESIGN

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

Contractor shall be required to prepare a written site-specific Accident Prevention Plan (APP) that addresses all occupational safety and health hazards associated with the project. Should field sampling trigger additional laboratory and regulatory sampling a Site Safety and Health Plan (SSHP) for contaminant-related hazards shall be added to the APP as an appendix.

Contractor shall cover each APP element in Appendix A of EM 385-1-1 as applicable. The APP will require government Contracting Officer acceptance before any work begins.

3.5.2. Site Safety and Health Officer

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

3.5.3. Hot Work and Potential Sources of Ignition

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

Attachment D – Technical Scope of Work, Page 14

3.6. Environmental Design Requirements

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

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

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

c. Contractor shall be responsible for verification of all existing conditions prior to demolition. Upon receipt from the Department of Defense (DoD) Environmental Laboratory Accreditation Program (ELAP) approved laboratory, all sampling and lab results will be coordinated through and documentation will be provided to the Contracting Officer and the Installation Environmental Office via the Contracting Officer.

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

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

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

g. Identify locations of monitoring well(s) in the construction/demolition area and vicinity affected by construction/demolition activities. Avoid disturbing the integrity of existing monitoring well(s) during this project.

Indicate in specifications and drawings the locations of well(s) that are to be avoided. Address proposed temporary excavations or embankments for haul roads, Contaminant of Concern (COC) locations or plumes, anticipated excavation foot print, 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 GOVERNMENT SAFETY REQUIREMENTS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

i. Contractor shall be responsible for any sampling and final documentation required, in a timely manner. Schedules established shall ensure that the

Attachment D – Technical Scope of Work, Page 15

Installation via the Contracting Officer has ample time to review all documentation and submit according to applicable regulatory schedules.

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

3.7. Waste-Stream Requirements

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

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

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

3.8. 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.

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.

Attachment D – Technical Scope of Work, Page 16

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.

4. STRUCTURAL

4.1. GENERAL

Provide structural design based on the criteria and conceptual details provided. Adjustments may be made to the concept design drawings provided, subject to approval by the Contracting Officer. Complete the structural design 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.

4.1.1. 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.

UFC 1-200-01 DoD Building Code, with Change 1 (2020)

UFC 3-220-01 Geotechnical Engineering (2012)

UFC 3-301-01 Structural Engineering (2019)

UFC 3-460-01 Design: Petroleum Fuel Facilities, with Change

1(2020)

UFC 3-460-03 O&M: Maintenance of Petroleum Systems, with Change 1

(2021)

UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings, with Change 1 (2020)

29 CFR 1910.25 Stairways

29 CFR 1910.28 Duty to Have Fall Protection and Falling Object

Protection

29 CFR 1910.29 Fall Protection Systems and Falling Object Protection

– Criteria and Practices

NFPA 30 Flammable and Combustible Liquids Code (2021)

NFPA 30A Code for Motor Fuel Dispensing Facilities and Repair

Attachment D – Technical Scope of Work, Page 17

Garages (2021)

DEPARTMENT OF THE ARMY

EM 385-1-1 Safety - Safety and Health Requirements (2014)

Engineering Standard

DOD Fuels Standards can be found at the following location:

https://www.wbdg.org/ffc/dod/non-cos-standards

ACI INTERNATIONAL (ACI)

ACI 117 Specification for Tolerances for Concrete Construction and Materials (2010; R 2015)

ACI 201.2R Guide to Durable Concrete (2016)

ACI 211.1 Standard Practice for Selecting Proportions for

Normal, Heavyweight and Mass Concrete (1991; R 2009)

ACI 305R Guide to Hot Weather Concreting (2020)

ACI 306R Guide to Cold Weather Concreting (2016)

ACI 318 Building Code Requirements for Structural Concrete

(2014)

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325 Steel Construction Manual-15th Edition (2017)

AISC 360 Specification for Structural Steel Buildings (2016)

AMERICAN PETROLEUM INSTITUTE (API)

API 2015 Requirements for Safe Entry and Cleaning of Petroleum

Storage Tanks (2018)

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B31.3 (2018) Process Piping

ASME B31.4 (2019) Pipeline Transportation Systems for Liquid Hydrocarbons and Other Liquid

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

Attachment D – Technical Scope of Work, Page 18

ASCE 7 Minimum Design Loads for Buildings and Other Structures (2016)

ASTM INTERNATIONAL (ASTM)

ASTM A6/A6M Standard Specification for General Requirements for

Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling

ASTM A29/A29M Standard Specification for Steel Bars, Carbon and

Alloy, Hot-Wrought General Requirements for

ASTM A36/A36M Standard Specification for Carbon Structural Steel

ASTM A53/A53M Standard Specification for Pipe, Steel, Black and

Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A123/A123M Standard Specification for Zinc (Hot-Dip Galvanized)

Coatings on Iron and Steel Products

ASTM A153/A153M Standard Specification for Zinc Coating (Hot-Dip) on

Iron and Steel Hardware

ASTM A615/A615M Standard Specification for Deformed and Plain Carbon

Steel Bars for Concrete Reinforcement

ASTM A706/A706M Standard Specification for Deformed and Plain Low-

Allow Steel Bars for Concrete Reinforcement

ASTM A992/A992M Standard Specification for Structural Steel Shapes

ASTM A1085/A1085M Standard Specification for Cold-Formed Welded Carbon

Steel Hollow Structural Sections (HSS)

ASTM C31/C31M Standard Practice for Making and Curing Concrete Test

Specimens in the Field

ASTM C33/C33M Standard Specification for Concrete Aggregates

ASTM C39/C39M Standard Test Method for Compressive Strength of

Cylindrical Concrete Specimens

ASTM C90 Standard Specification for Loadbearing Concrete

Masonry Units

ASTM C452/C452M Standard Test Method for Potential Expansion of Portland-Cement Mortars Exposed to Sulfate

ASTM C989/C989M Standard Specifications for Slag Cement for Use in

Concrete and Mortars

ASTM C1012/C1012M Standard Test Method for Length Change of Hydraulic- Cement Mortars Exposed to a Sulfate Solution

ASTM C1260 Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)

Attachment D – Technical Scope of Work, Page 19

ASTM C1567 Standard Test Method for Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar Method)

ASTM C1580 Standard Test Method for Water-Soluble Sulfate in

Soil

ASTM E2950 Standard Specification for Metal Canopy Systems

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

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M Structural Welding Code — Steel (2020)

INTERNATIONAL CODE COUNCIL (ICC)

IBC International Building Code (2018)

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

NAAMM MBG 531 Metal Bar Grating Manual (2009)

STEEL TANK INSTITUTE/STEEL PLATE FABRICATORS ASSOCIATION

(STI/SPFA)

STI/SPFA SP001 Standard for the Inspection of Aboveground 700-50-1005 Storage Tanks – 6th Edition (2018)

4.1.2. 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 Attachment C – Submittal Paragraph Requirements on editing of submittal paragraphs.

Below is list of specifications that may be relevant for use during this project, but is not all-inclusive, specifications other than those listed below may be required. A complete list of available specifications and the specifications themselves are available electronically at:

http://www.wbdg.org/ccb/browse_org.php?o=70

UFGS 01 33 00 Submittal Procedures UFGS 03 30 00 Cast-In-Place Concrete UFGS 05 05 23.16 Structural Welding UFGS 05 12 00 Structural Steel UFGS 05 50 14 Structural Metal Fabrications UFGS 05 51 33 Metal Ladders UFGS 05 52 00 Metal Railings UFGS 07 92 00 Joint Sealants

Attachment D – Technical Scope of Work, Page 20

UFGS 09 97 13.15 Low VOC Polysulfide Interior Coating of Welded Steel Petroleum Fuel Tanks

UFGS 09 97 13.27 Exterior Coating of Steel Structures UFGS 31 00 00 Earthwork

UFGS 33 01 50.55 Cleaning of Petroleum Storage Tanks

UFGS 33 56 21.17 Single Wall Aboveground Fixed Roof Steel POL Storage

Tank

4.2. STRUCTURAL SCOPE OF WORK – SITE MSS

4.2.1. Provide AST Anchorage (CLIN 0004 & 0006 OPTION: CLIN 0009)

Design and provide anchorage to install the new 15,000-gallon AST fuel Tank 3 and 12,000-gallon fuel Tank 4 supports to the existing tank foundation pad.

The number of tank supports must be as determined by the tank manufacturer.

CLIN OPTION 0009:

Design and provide anchorage to install the new 12,000-gallon AST fuel Tank 5 supports to the existing tank foundation pad. The number of tank supports must be as determined by the tank manufacturer.

4.2.2. Provide Pipe Supports (CLINS 0001, 0005 & 0008)

Exterior pipe support foundations must be designed and constructed to safely support all loads without exceeding the allowable stress for the materials of construction in the structural members and connections. Pipe support foundations must resist lateral forces, as determined by thermal expansion analysis on the new aboveground pipe. Thermal expansion of pipes should also be calculated based on the pipe being empty to include considerations for when the pipe is being installed or drained. Design pipe supports to meet the applicable requirements of ANSI/ASME B31.3 or ANSI/ASME B31.4 per paragraph 9-3.2 of UFC 3-460-01. Pipe supports shall be designed in accordance with DOD Standards AW 78-24-28 or STD 123-335-03, where applicable.

4.2.3. Provide Tank Platforms (CLIN 0004 & 0006 OPTION: CLIN 0009)

Provide a platform and handrails centered along the full length of the new 15,000-gallon diesel horizontal aboveground storage Tank 3 to allow for access to the tank appurtenances.

Provide a stairway for accessing the tank platform in accordance with EM 385- 1-1.

Provide a minimum 3’x 3’ reinforced concrete landing located at the base of the stairs. Thickness of the landing must be adequate for proper anchorage of the stairs to the concrete. Concrete landing must extend to below frost depth.

CLIN 0006:

Provide a platform and handrails centered along the full length of the new 12,000-gallon MOGAS horizontal aboveground storage Tank 4 to allow for access to the tank appurtenances.

Attachment D – Technical Scope of Work, Page 21

Provide a stairway for accessing the tank platform in accordance with EM 385- 1-1.

Provide a minimum 3’x 3’ reinforced concrete landing located at the base of the stairs. Thickness of the landing must be adequate for proper anchorage of the stairs to the concrete. Concrete landing must extend to below frost depth.

CLIN OPTION 0009:

Provide a platform and handrails centered along the full length of the new 12,000-gallon MOGAS horizontal aboveground storage Tank 5 to allow for access to the tank appurtenances.

Provide a stairway for accessing the tank platform in accordance with EM 385- 1-1.

Provide a minimum 3’x 3’ reinforced concrete landing located at the base of the stairs. Thickness of the landing must be adequate for proper anchorage of the stairs to the concrete. Concrete landing must extend to below frost depth.

If CLIN OPTION 0009 is exercised, provide a platform perpendicular to the tanks, connecting all new tank platforms for Tanks 3,4, & 5; and in lieu of single stairways for each tank, provide a total of two stairways, one at each side of the group of three tanks, for accessing the tank platforms in accordance with EM 385-1-1.

4.2.4. Clean Tank (CLIN 0004 & 0006 OPTION: CLIN 0009)

The 15,000-gallon diesel Tank 3 must be vapor free and cleaned in accordance with UFGS 33 01 50.55, API 2015, and paragraph, 4.9 Tank Cleaning for Demolition, listed below, before any work is started.

CLIN 0006:

The existing 15,000-gallon MOGAS Tank 4 must be vapor free and cleaned in accordance with UFGS 33 01 50.55, API 2015, and paragraph, 4.9 Tank Cleaning for Demolition, listed below, before any work is started.

CLIN OPTION 0009:

The existing 15,000-gallon MOGAS Tank 5 must be vapor free and cleaned in accordance with UFGS 33 01 50.55, API 2015, and paragraph, 4.9 Tank Cleaning for Demolition, listed below, before any work is started.

4.3. DESIGN ANALYSIS

Design must be performed and signed by a registered professional engineer.

All required documents, including drawings, specifications, and basis of design, must be prepared in accordance with Section 01 33 00 Submittal Procedures. Specific submittal requirements in these sections supplement the requirements of Section 01 33 00.

Attachment D – Technical Scope of Work, Page 22

The basis of design must include statements on the following:

a. List a summary of the criteria upon which the structural design is based.

Including a statement of all loads: dead, live, wind, snow, seismic, and any other significant load.

b. List all assumptions required for the structural design where the design criteria is undefined, unclear, conflicting, or unknown. State the basis of the assumption made.

c. Describe the structural system. Include a discussion of both the gravity and lateral force resisting systems. Clearly describe the gravity and lateral load paths providing all pertinent information such as, capacity, size, dimensions, materials, and design strengths.

d. Provide a narrative summary of the foundation system, including method for determination of the bearing capacity, maximum allowable bearing capacity, and lateral force capacity of the foundation, as well as other soil parameters used in the design. Provide all pertinent information, such as capacity, size, dimensions, and a list of materials with design strengths.

e. When appropriate, provide a statement of any special considerations that affect the design (e.g. special corrosion resistance requirements, fire-resistive requirements, etc.)

f. Describe applicable special inspections,…