2017_Tank_Removal_and_Sampling_SOW_-_17_May_2018.pdf

Tooele Army Depot

Scope of Work

Removal of 5 Underground Storage Tanks (USTs) and Remedial Soil Testing of Previous UST Sites.

Prepared by:

Jason C. McHann and Nick Montgomery Environmental Office, JMTE-GMV-EM

1 Tooele Army Depot, Building 501 Tooele, Utah 84074-5003

17 May 2018

Table of Contents

1.0 INTRODUCTION

PROXIMITY MAP

2.0 PROJECT DESCRIPTION

3.0 APPLICABLE DOCUMENTS

4.0 GOVERNMENT-FURNISHED INFORMATION, EQUIPMENT, AND PROPERTY

(GFI, GFE, GFP)

5.0 MANAGEMENT, PLANNING, AND REPORTING REQUIREMENTS

5.1 Schedule

5.2 Project Design Schedule and Planning Requirements.

5.3 Meeting and Conference Requirements

5.4 Contractor Documentation

5.5 Notification Requirements

5.6 Permits

6.0 SITE WORK

6.1 Conservation

6.2 Site Preparation

6.3 Demobilization

7.0 CONSTRUCTION SPECIFICATIONS

8.0 SECURITY AND RESTRICTED AREA

9.0 STANDARD DESIGN CRITERIA

1 INTRODUCTION

1.1 This Scope of Work defines the task of a construction and/or engineering activity at Tooele Army Depot (TEAD). This SOW is tailored to identify specific Scope of Work requirements.

1.2 If applicable, all design services furnished shall be performed under the direct supervision of a licensed Professional Engineer or Architect. The contractor, through its designer, is responsible for the accuracy, adequacy, timeliness and professionalism of the design solutions, the design documents. The contractor shall ensure design solutions meet the requirements of the contract documents.

1.3 Requirements include efficient project management including accurate, on-time submittals of contract deliverables and timely identification and solution of impediments to successful project execution. Technical requirements include early involvement in the process to allow for the development of the most cost-effective and technically sound solution. TEAD will rely on the Contractor’s expertise in recognizing and addressing problematic issues and successful execution of this Scope of Work. The Contractor shall perform all work in accordance with federal, state, and local statutes and regulations.

TEAD MAIN ENTRANCE

2 PROJECT DESCRIPTION

2.1 All actions and SOW items herein are the responsibility of the contractor, unless an action or

SOW item is specifically designated for TEAD to complete (see: furnish government property, provide inspection). Any instance of ‘shall’ or ‘will’ is a requirement for contractor to complete unless notified by Contracting Office. Any instance of ‘may’ or ‘should’ is a suggestion for the contractor.

2.2 This scope of work consists of the removal and site closures of 5 underground storage tanks (USTs), and site closure of 4 additional USTs located at the Tooele Army Depot (TEAD), Utah. The 5 tanks planned for removal provided heating oil storage for adjacent facilities/buildings, and are designated as tanks 11, 110, 118, 1325 and 1005B. These tanks are located in the barracks, administrative, and ammunition storage area of the Depot (see Attachment 1). The tanks are readily accessible to excavation equipment. None of the tanks are known to have leaked.

2.3 Additionally, sampling of 4 locations with previously removed USTs, closed between 2001 and 2009, has been requested by Utah Department of Environmental Quality (DEQ) to determine if no further action (closeout) of the site is warranted. Designated as tanks 25, 139, 1202, and 1204, DEQ refers to these as release sites MHH, LMF, LXG, and MLW respectively. Specific tank and site conditions are detailed in Sections 6 and 7 below and shown in Attachment

2.4 Post closure report signed by a State of Utah UST Certified Consultant will be provided to the TEAD

Environmental Office for approval and subsequently submitted to the Utah Division of Environmental Restoration and Remediation.

3 APPLICABLE DOCUMENTS

3.1 The Contractor shall identify and comply with all applicable federal, state, and local statutes.

A partial list is presented at the end of this document. It is the Contractor’s fundamental responsibility to identify and comply with all mandatory federal and applicable DoD and Army requirements whether or not listed specifically in this document.

3.2 Reference Documents

3.2.1 Utah Administrative Code (UAC) R311-201, Underground Storage Tanks: Certification Programs.

3.2.2 Utah Administrative Code (UAC) R311-204, Underground Storage Tanks: Closure and

Remediation Requirements.

3.2.3 Utah Administrative Code (UAC) R311-2.5, Underground Storage Tanks: Assessment Protocol.

3.2.4 Utah Administrative Code (UAC) R311-206-6, Voluntary Admission of Eligible Exempt

Underground Storage Tanks and Aboveground Storage Tanks to the Environmental Assurance Program.

3.2.5 Code of Federal Regulations, Title 40, Part 280 – Technical Standards and Corrective Action Requirements for Owners and Operators of Underground Storage Tanks

3.2.6 Code of Federal Regulations, Title 29, Part 1910 – Occupational Safety and Health

3.2.7 Tooele Army Depot Regulation 385-2 – Safety Program

3.2.8 Executive Order 13101, Greening the Government through Waste Prevention, Recycling and Federal Acquisition

4 GOVERNMENT-FURNISHED INFORMATION, EQUIPMENT, AND PROPERTY

(GFI, GFE, GFP)

4.1 Prior to the commencement of the contracted work, the Tooele Army Depot Environmental Office shall provide containers and arrange for and provide disposal of sludge and rinse water generated during tank cleaning. The contractor shall use all means practicable to reduce the amount of sludge and waste water produced during demolition and closure. The Government will provide drums for rinsate and sludge.

The Government will provide roll-offs for contaminated soil as required. Contractor will load UST into recycling roll-off containers. COR will coordinate roll-off containers.

5 MANAGEMENT, PLANNING, AND REPORTING REQUIREMENTS

5.1 The Contractor shall implement the range of construction and engineering activities specified in this Scope of Work and in accordance with all applicable compliance documents. The Contractor shall supply all labor, equipment, and materials necessary to accomplish the work assigned unless otherwise specified in this Scope of Work. The Contractor shall perform management and planning functions, including performance measurement and fund status reporting, through the course of this effort. The contractor is ultimately responsible for submitting reports to the State that comply with reporting requirements. It is the contractors duty to know and understand reporting requirements for UST removal and remedial testing.

The Government with not provide guidance or incur liability in how to report, when to report, or what to report. Reports returned by State for omitted data are the responsibility of the contractor.

5.2 Schedule

5.2.1 The contractor shall complete removal and sample operations within 120 calendar.

5.2.2 The contractor shall submit the post closure report within 90 calendar days. These 90 days begins the day after the 120 days allotted in 5.2.1.

5.2.3 The contractor shall maintain a detailed working schedule that facilitates the management of the project work and provides the capability for early identification of potential schedule impacts. The schedule shall include negotiated baseline dates and current schedule projections. The current schedule shall be maintained and updated at least monthly to accurately reflect program progress and provide realistic forecast projections. The contractor shall provide schedule updates at either a detailed level or a summary level as requested by the Contracting Officer (CO) or Project Manager/COR. Additionally, schedule updates that reflect actual schedule progress shall be submitted on a form approved by the COR. Specific schedule and report requirements will be identified in each Scope of Work.

5.3 Meeting and Conference Requirements

5.3.1 The Contractor shall perform a site visit and attend a pre-performance conference, preconstruction conference, and/or other meetings necessary to support construction activities. The Contractor also shall attend and support meetings and teleconferences to discuss technical or regulatory issues and project progress and status. The Contractor shall prepare, and submit for review, presentation materials and minutes for meetings and an agenda.

5.4 Contractor Documentation

5.4.1 The Contractor shall create and maintain a Master Document List and/or Submittal

Register, i.e. that includes all documents, whether the document is a deliverable or not, which are prepared during the course of this Scope of Work. The Master Document List and its documents shall be maintained in libraries readily available for submittal to the Government.

5.4.2 The Contractor shall record amount of fuel oil removed and method of disposal. Fuel oil is dyed and will not be resold.

5.5 Notification Requirements

5.5.1 The Contractor is required to notify the Contracting Officer and the Army Project

Manager/COR of critical issues that may affect the contract performance and/or human health and the environment. The types of issues that require notification include, but are not limited to, health risks, spills, changes in critical personnel, and finding unexploded ordnance (UXO). As an example, if UXO were discovered during field activities, the Contractor must immediately stop work, report the discovery to each of the following - the facility Point of Contact (POC), Contracting Officer and the Army Project Managers/COR.

The Contractor must implement appropriate safety precautions. Field activities shall not continue until clearance is received from the Contracting Officer. On critical issues, verbal notification should be made immediately, followed by written notification as soon as practical.

5.5.2 Prepare and submit to the Tooele Army Depot Environmental Office a UST Closure Plan prepared in accordance with 40 CFR 280 and Utah Administrative Code R311-204-2. The Closure Plan will also include details on the site sampling described and will explain how the site will achieve closure should analytical results indicate such. The Environmental Office will forward the Closure Plan to the State of Utah and Tooele County for review, and will notify the contractor when approval has been received.

5.5.3 The contractor shall provide Tooele Army Depot with a ten calendar-day commencement notice for each site excavation. If excavation impacts TEAD operation, then contractor shall detail how area will be marked for safety and contractor will supply needed safety marking supplies.

5.5.4 The contractor shall provide the required three day notice to the State of Utah, Tooele County Health Department, and the Tooele Army Depot Fire Department.

5.6 Permits

5.6.1 The contractor shall develop, coordinate, and assist in applying for and obtaining all, federal, state, local, and other applicable permits, access (including off-base easements and leases), agreements, licenses, and certifications required to perform and complete this Scope of Work. The Contractor shall maintain a library of these documents at the contractor’s site office on base as well as the corporate facility handling each Scope of Work. The Contractor shall comply with all applicable permit conditions.

5.6.2 The contractor shall pay the required permit fee to the Tooele County Health Department for tank removal oversight and inspection.

5.6.3 The contractor shall obtain local (TEAD) excavation permits. The contractor shall be responsible for completing the excavation permit application form and obtaining the required signatures. A copy of the excavation permit application is provided as Attachment 2.

6 SITE WORK

6.1 The Contractor shall coordinate work site activities to ensure the protection of human health and the environment; the prevention of damage to property, utilities, materials, supplies, and equipment; and the avoidance of work interruptions. The Contractor shall perform site work required under this Scope of Work in compliance with the following.

6.2 Conservation

6.2.1 Activities shall be planned and implemented in a manner that protects existing site utilities, structures, surface features, service operations, monitoring and other types of wells, and the general site environment. This includes the protection of trees, shrubs, and other vegetation not in the affected zone from dust damage, soil compaction, and physical contact with machines and equipment. The contractor is required to replace and restore to the original condition – the exterior landscaping all around the building where such areas are damaged and or impacted by the contractor’s operations. This includes repair and restoration of the underground sprinkler system. If appropriate, the Contractor shall conserve uncontaminated topsoil by removal, storage, or redistribution. All reasonable measures shall be taken to minimize and suppress fugitive emissions of dust, vapors, and other site materials during site work. All fill materials shall be non-contaminated. The Contractor shall conduct all operations and activities with the intent of reducing the amount of pollution generated. Specific areas to be focused on are generation of solid waste, use of hazardous materials, use of ozone-depleting chemicals, generation of hazardous waste, and use of energy and water. The Contractor shall plan, construct, operate, maintain, optimize, and decommission systems necessary to control storm water run-on and runoff;

and transport surface water drainage to a treatment plant, discharge location, or any other destination.

6.3 Site Preparation

6.3.1 The Contractor shall perform site work as necessary to prepare sites for construction activities. Security and access controls shall be implemented to prevent unauthorized entry to sites and to protect wildlife from site exposure. The Contractor shall survey existing utilities to determine adequacy and need for modifications to support site activities. The Contractor shall obtain appropriate approvals and shall construct connections or new systems for electrical power, water, sewer, gas distribution, telephone, and other utilities, as required, to accomplish the activities specified in this Scope of Work. Provide protective perimeter fencing around the work areas to prevent people intrusion into construction zone areas. This includes the contractor’s laydown and staging areas.

6.4 Demobilization

6.4.1 The Contractor shall decommission facilities as necessary, and restore the site. The

Contractor shall remove any temporary facilities and implement erosion control measures such as seeding, mulching, sodding, and erosion control fabrics; restore roads, structures, and utilities; and plant trees, shrubbery, grasses, and other vegetation. The Contractor shall document and report on activities and train Government personnel to perform required maintenance, as requested.

6.4.2 The contractor shall reseed with the following mixture:

30% Pubescent Wheatgrass, 17% Crested Wheatgrass, 20% Indian Ricegrass, 23% Bluebunch Wheatgrass, 3% Fourwing Saltbrush, 7% Forage Kochia

7 CONSTRUCTION SPECIFICATIONS

7.1 Underground Storage Tank Removal

7.1.1 The contractor shall drain and dispose of fuel oil and sludge remain in tanks. Tanks 110 and 118 have had contents removed, but have been cleaned. Removed fuel oil can be recycled or burned in an incinerator, but it shall not be sold. Fate of fuel oil will be documented.

7.1.2 The contractor shall excavate and expose tanks for removal. The tanks are believed to be constructed of steel but they could be fiberglass. The contractor should not assume that mechanical equipment can dig until they hit the tank. Doing so may result in soil contamination and the contractor is then liable for subsequent reporting and remediation.

7.1.3 Contractor shall obtain dig permit. The dig permit includes evaluation of buried utilities including water, gas, sewer, telephone, and fiber optics. TEAD is responsible for communicating and marking buried hazards once a permit application has been submitted by the contractor.

7.1.4 In the event that soil contamination occurs as the result of contractor operations, the contractor is financially liable for clean-up, soil removal, and testing beyond criteria defined in this scope of work. Any hazardous material from this process will be the responsibility of the contractor and not

TEAD.

7.1.5 The contactor shall purge and clean tanks, remove tanks and associated piping, dispose of or recycle tanks, containerize and dispose of contaminated soils in accordance with the approved closure plan.

Piping shall be removed from the tank to the foundation of the building(s) serviced by the tank (see below for more details). TEAD has existing contract for waste and recycling dumpster. The contractor shall make effort to separate recyclable from waste material. The contractor may request flatbed trailers for large metal items. The contract shall load all materials into dumpsters or onto trailers. Rinsate and sluge shall be placed in Government provided waste drums.

7.1.6 The areas directly above all tanks are gravel, soil, asphalt or curb-and-gutter and shall be replaced with similar clean fill and/or asphalt/curb-and-gutter with the exception of tanks 110 and 118 which shall be returned to natural state.

7.1.7 Tanks 110 and 118, located in the former barracks area, are adjacent to the buildings which they serviced and are readily accessed by excavation equipment as there are no overhead powerlines and the ground is not paved. These buildings are scheduled for demolition in 2019 and surface remediation need only be returned to 90% compaction and grade consistent with surrounding soil.

All work shall be completed by the end of 2018 calendar year. Clean fill is located onsite, at 12T

380786.36 E 4484366.8 N. If the contractor chooses to source fill dirt, the contractor bares the liability for it being clean.

7.1.8 Tank 11 is located in the administrative building area in close proximity to overhead power at building 11. It provides fuel for the emergency generator in building 11 which provided power to emergency services in building 8. The adjacent concrete parking lot requires the use of rubber tracked equipment as to not damage the surface. Tank 11 has been emptied but has not been cleaned. Contractor is responsible for installing the tank on the new pad and plumbing it to existing pipes. The existing UST functions and it is unlikely that the installed AST will have any issue functioning. The contractor shall not perform electrical work.

7.1.9 Tank 11 shall be replaced with the double walled tank located at building 100. reinforced concrete pad measuring 5 feet by 7 feet will be installed after soil has been compacted. The pad will be 6 inches thick, on grade, and be reinforced with #4 rebar at 18” on center. The new tank is to be located to the north of building 11 and 4 bollards, placed 3 feet appart will be installed to prevent damage to tank from accidental automotive collision. Bollards shall be made with a steel pipe not less than 4 in diameter, 8 feet total length with 4 above ground, and a decorative plastic shroud.

7.1.10 Tank 1325 is located in the ammunition area near asphalt pads used for storing roll-off containers.

It is not in close proximity to either overhead electrical or structures. Backfill of the excavations will be compacted to 90% compaction.

7.1.11 Tank 1005B is located on the south side of building 1005. When the SOW was written the tank resided beneath a deck as shown in attachment 1. Before starting demolition at tank 1005B, TEAD personnel will remove the decking and prepare the site. Once the tanks has been removed the contractor will backfill, compact to 90%, and grade soil but will not reseed. TEAD personnel will replace decking. Any damage caused by the contractor to surrounding structures, landscaping, utilities will be repaired/replaced at the expense of the contractor.

7.1.12 At all locations fuel lines and vent pipe shall be removed to the building foundation and capped.

Asphalt, curb and gutter, landscaping, and sprinkler systems removed or damaged shall be repaired.

Fuel lines shall be capped at the buildings, and vent pipes shall be capped where not removed.

7.1.13 The contractor shall conduct soil sampling and analysis of the excavation in accordance with the approved closure plan.

7.1.14 If required due to unacceptable levels of contamination, over-excavate individual tank sites and execution of additional sampling and analysis will be conducted to determine residual levels of contamination. The over-excavation and additional sampling and analysis will not be initiated without approval of the Contracting Officer. Over-excavations and additional sampling shall be billed as separate CLIN.

7.1.15 If surface soil is stained above or around the tanks, the contractor shall excavate the stained soil, place it in appropriate containers, and dispose of the soil at a State of Utah approved landfill for petroleum contaminated soil. Containers used for the collection and transport of contaminated soil are to be provided by the contractor. Surface excavation of stained soil will not be initiated without approval of the Contracting Officer.

7.1.16 Tanks shall be evacuated of any residual liquid and sludge by the contractor, cleaned with a bio-solve soap and purged with dry ice or other inert material prior to removal. All waste liquids/solutions generated during the cleaning of the tanks will be delivered by the contractor to Tooele Army Depots 90-day storage yard, where they (the contractor) will containerize the waste.

Tooele Army Depot shall provide the required container, labels, and disposal of the waste liquids/solutions. TEAD will pay for disposal.

7.1.17 The contractor shall label tanks in accordance with Utah Administrative Code R311-204-3 immediately after removal from the ground with the facility identification number and information about previously contained substances as follows:

“FACILITY ID# 8000047”

“CONTAINED DIESEL”

“FLAMMABLE”

“TANK REMOVED ON – Month/Day/Year”

7.1.18 Cleaned tanks will be inspected by Tooele Army Depot Environmental Office personnel. The contractor shall provide all labor and material necessary to transfer metal tanks to the installations recycling program. This could include – but not limited to – lifting tanks onto flatbed trucks, cutting tanks and placing scrap metal pieces in a roll-off containers, or transporting the tanks to a temporary storage site. Any tanks not constructed of metal will be transported off-site and disposed of by the contractor in accordance with the approved closure plan and any applicable state of federal laws.

7.1.19 The contractor shall arrange for and pay for the analysis of all required soil samples collected. Each tank excavation will have two soil samples collected and analyzed for petroleum constituents at approximately 1-2 feet below the tank bottom at each end of the tank. If analytical results do not require additional soil removal, the excavation will be backfilled with clean fill that is compatible with existing soil, compacted to reduce settlement, and dressed to grade. Note that the State/County may conduct its own inspection and sampling during tank removal.

7.1.20 Closure site soil analytics will be promptly delivered to TEAD environmental office for review. In the event that the environmental offices determines that an unacceptable level of soil contamination, the following steps are required:

7.1.20.1 Excavate up to 50 cubic yards of soil per tank site (as indicated by staining and/or odor) and place in roll-off containers provided by Government. The Government will utilize existing waste contract to dispose of contaminated soil. r. All placement, labeling, removal, and disposal of containers will be the responsibility of the contractor. The over-excavation and additional sampling and analysis will not be initiated without approval of the Contracting Officer.

7.1.20.2 Collect and analyze soil samples as required (as indicated by staining and/or odor) to achieve satisfactory test results while minimizing excavation volume.

7.1.20.3 If sample analytical test results do not require additional soil removal, the excavation will be backfilled with clean fill, compatible with existing soil, lightly compacted to 90%, and dressed to grade. The contractor will place a concrete monument at the center of the excavation that is flush with the ground surface and no smaller than 6 inches in diameter.

7.1.20.4 The contractor shall replace tank 11 with the double walled tank located at building 100. A reinforced concrete pad measuring 5 feet by 7 feet will be installed after soil has been compacted.

The pad will be 6 inches thick, on grade, and be reinforced with #4 rebar at 18 inches on center.

The new tank is to be located to the north of building 11 and bollards will be installed to prevent damage to tank from accidental automotive collision. TEAD electrician will reroute power so it does not run directly over the new AST. Contractor is responsible for connecting AST to emergency generator.

7.1.20.5

7.2 Sampling of Previously Removed Underground Storage Tanks

7.2.1 The objective of soil sampling is to define the current extent and degree of contamination and determine if the concentration of petroleum constituents are not below Tier 1 Screening Levels which are the Utah State established applicable standards.

7.2.2 All samples will be collected by a Utah-certified groundwater and soil sampler.

7.2.3 Samples will be analyzed by a laboratory certified in Utah for the specific methods described in

UAC R311-205-2(d).

7.2.4 Defined terms

7.2.4.1 BTEXN: Benzene Toluene Ethyl Benzene Xylenes and Napathalene.

7.2.4.2 TPH: Total Petroleum Hydrocarbons.

7.2.5 The contractor shall complete the following at Building 25, Tank #5, Release MHH

7.2.5.1 Six samples will be analyzed for oil and grease using silica gel extraction and BTEXN in the TPH-gasoline range and TPH-diesel range.

7.2.5.2 Three soil borings to 20 feet. One near each end of the former tank and one on the north side. Two samples will be taken per boring at depths of approximately 7 and 20 feet.

7.2.6 The contractor shall complete the following at Building 139, Release LMF.

7.2.6.1 Ten samples will be analyzed for diesel-range TPH. There will be no testing for gasoline-range

TPH and BTEXN. Four borings to 35 feet, one to each end and side of former tank. Two samples will be collected in each of these 4 soil borings at approximately 10 and 30 feet.

7.2.6.2 One soil sample the boring location west of the former tank near the area of greatest confirmed contamination and one soil sample at the boring location north of the former tank or as dictated by the field screening results with a PID to confirm vertical extent below 30 feet.

7.2.7 The contractor shall complete the following at Building 1202, Release LXG.

7.2.7.1 Nine soil samples will be analyzed for both gasoline and diesel range TPH and BTEXN.

7.2.7.2 Four soil borings to 25 feet, one near each end and one near the north side of the former tank, and one stepped out from the confirmed area of contamination or area of highest contamination as inferred from screening of soil vapor with PID.

7.2.7.3 Two soil samples per boring at depths of approximately 15 and 20 feet.

7.2.7.4 One soil sample at 25 feet from one near-tank soil boring to confirm vertical extent.

7.2.8 The contractor shall complete the following at Building 1204, Release MLW.

7.2.8.1 Eleven soil samples will be analyzed for both gasoline and diesel range TPH and BTEXN.

7.2.8.2 Five soil borings to 25 feet, one near each end and side of the former tank and one stepped out form the confirmed area of contamination or area of highest contamination as inferred from screening of soil vapor with PID.

7.2.8.3 Each boring will have a sample taken at approximately 10 feet and 20 feet.

7.2.8.4 One sample at 25 feet will be taken from one near-tank boring to confirm vertical extent.

7.3 Post Closure Reporting

7.3.1 Upon completion of the site work and field activities, the contractor shall:

7.3.2 Prepare and submit to the Tooele Army Depot Environmental Office for approval, Closure Notices for each tank site specified in section 7. The report will be prepared in accordance with 40 CFR 280 and Utah Administrative Code R311-204-3. The Environmental Office will forward the Closure Notices to the Division of Environmental Restoration and Remediation upon completion of site closure.

7.3.3 Prepare a separate report for the sampling done in accordance with section 7. The Report will be reviewed and signed by a State of Utah UST Certified Consultant. A copy will be provided to the Tooele Army Depot Environmental Office for approval and subsequent submission to the Utah Division of Environmental Restoration and Remediation.

7.3.4 The contractor will provide all labor and material necessary to ensure that the reports are reviewed and approved by the regulatory agencies, and that the sites receive closure status should analytical data demonstrate acceptable levels.

7.3.5 Should analytical data for work associated with section 7 suggest that concentrations are above closure levels the contractor will provide, in a written report, recommendations to Tooele Army Depot Environmental Office to achieve closure.

8 SECURITY AND RESTRICTED AREA

8.1 Access and General Protection/Security Policy and Procedures. The contractor and all associated subcontractors’ employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by the Government representative). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the installation Provost Marshal Office, Director of Emergency Services or Security Office. The contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9 (Personal Identity Verification of Contractor Personnel)) as directed by Department of Defense (DOD), Headquarters Department of Army (HQDA), and/or local policy. In addition to the changes otherwise authorized by the changes clause of the contract, should the Force Protection Condition (FPCON) at any facility or installation change, the Government may require changes in contractor security matters or processes.

8.2 Required Employee Information. The following information shall be provided for each employee involved in the contract: name, social security number, date of birth, citizenship, employer, location of work on depot, vehicles used by contractor, and duration of contract. The contractor will submit the above information to the Identification and Registration (I & R) Office, building 100, as soon as the contract has been awarded. In an emergency, the information will be accepted with the SIOTE Form 901 Badge Requests. However, this information must be provided before badges can be issued.

8.3 Badges. All contractor/sub-contractor personnel will need a depot badge for the

Ammunition Area. Individual badge applications will be prepared on the SIOTE Form 901, by authorized employees of the Contracting Office and submitted to the I & R Office, Building 100 at TEAD for processing. The contractor will be responsible for ensuring that all depot badges issued to its personnel/subcontractor personnel are returned to the I & R Office upon completion of the contract. A $65.00 service charge will be assessed against the contractor for each badge that is not returned. The contractor is further responsible to insure that badges are turned-in to I & R upon termination of employees during the contract period.

8.4 Contractor/subcontractor personnel whose contract performance period is less than 30 days will be issued temporary visitor badges and a TEAD Form 2048 Visitor Pass.

8.5 Badges will be prominently displayed on an outer garment at all times while personnel are on-depot. Badges will be secured while off-depot and will not be used for identification purposes off the installation.

8.6 Personnel requiring badges must have picture identification (i.e., driver’s license or state

ID card) in their possession at the time of badging or a Resident Alien card issued by the State of Utah.

8.7 For contractors requiring Common Access Card (CAC). Before CAC issuance, the contractor employee requires, at a minimum, a favorably adjudicated National Agency Check with Inquiries (NACI) or an equivalent or higher investigation in accordance with Army Directive 2014-05. The contractor employee will be issued a CAC only if duties involve one of the following: (1) Both physical access to a DoD facility and access, via logon, to DoD networks on-site or remotely; (2) Remote access, via logon, to a DoD network using DoD-approved remote access procedures; or (3) Physical access to multiple DoD facilities or multiple non-DoD federally controlled facilities on behalf of the DoD on a recurring basis for a period of 6 months or more. At the discretion of the sponsoring activity, an initial CAC may be issued based on a favorable review of the FBI fingerprint check and a successfully scheduled NACI at the Office of Personnel Management.

For contractors that do not require CAC, but require access to a DoD facility or installation. Contractor and all associated sub‐contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC‐III) and Terrorist Screening Database (TSDB) (Army Directive 2014‐05/AR 190‐13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

8.8 Admittance to the Worksite. The contractor is solely responsible for all acts committed by persons admitted to the Government work site at the request of the contractor.

Sexual Harassment will not be tolerated.

8.9 Foreign Nationals. Army regulations prohibit foreign nationals from entering Army installations without prior specific written approval from the installation Commander.

Requests for foreign national employees to enter the Depot must be submitted to the TCA Security Manager at least 14 days prior to the desired date of employment. Such requests must be fully justified and will be considered on a case-by-case basis.

8.10 Vehicles. All vehicles and drivers entering the confines of the installation are required to comply with the requirements of the State of Utah or the State in which the vehicles are registered. These requirements include: valid state registration; valid vehicle insurance;

current state inspection (if required); and the operator must possess a valid state driver’s license. These requirements are strictly enforced while on the installation. If requested by a Security Officer, proof of these requirements must be produced. Vehicles with illegal modifications are prohibited from the installation. Enforcement of the Utah State Traffic Code is conducted on the installation. Violators will be issued a U.S. Federal Magistrate Citation, which requires the payment of a fine or appearance in the Magistrate Court. Contractors requiring the use of contractor-owned or leased vehicles within the Ammunition Restricted Area, must obtain a vehicle pass from the I & R Office, building 100 at TEAD prior to entering the area. Proof of registration, inspection, insurance and a properly licensed driver must be available at the time of registration. Contractor vehicle passes are valid through completion of contract.

Vehicles allowed access to the area must be contractor-owned or leased. The contractor must supply a memorandum of vehicles being used by its employees.

8.11 Prohibited Items. Firearms or dangerous weapons, illegal drugs, intoxicants or paraphernalia, cameras or camera equipment are prohibited on Tooele Army Depot, unless authorized by the Director of the area, and flame-producing items are prohibited in ammunition storage areas unless specifically authorized in writing on a TEAD Flame Permit.

8.12 Accident Reporting. The contractor shall notify the Contracting Officer of all accidents/injuries immediately. Contractor employees may be examined at the US Army Health Clinic service for emergencies, only, on a cost-reimbursable basis from the contractor. For emergencies, dial: 435-833-2911 if using a cell phone, and 911 if using a Depot phone.

Depot telephone, dial 911 and give the operator all the information-- DON’T HANG UP.

Contractors using cellular phones--call (435) 833-2911 at Tooele Army Depot.

Fire alarm transmitter and fire phones. (Instructions are plainly printed on each).

8.13 Speed Limits. While on Tooele Army Depot, all posted speed limits shall be followed. Reduce speed to 15 MPH while passing troops.

8.14 Vehicle and Package Inspection Program. All vehicles and packages entering, exiting or within the confines of the installation are subject to inspection by authorized Security personnel. This will periodically include the use of bomb or drug detection dogs.

8.15 Seat Belts. The wearing of seat belts is required on the installation. Vehicles driven on the installation must also be in compliance with all state motor vehicle regulations.

When operating motorcycles on the installation, helmets must be worn.

8.16 Cell Phones. Cell phones are, under no circumstances, to be used while driving on

Tooele Army Depot properties. No talking--no texting. If a driver needs to place a call or text, the individual must pull safely to the side of the road and park.

8.17 iWATCH Training. The contractor and all associated sub‐contractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO). This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 15 calendar days of contract award and within 10 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.

9 STANDARD DESIGN CRITERIA

The references listed below include the common criteria that may be applicable. Other technical documents and publications, which are deemed applicable for a particular project, will be made identified in the Scope of Work. Use the latest edition of references unless specified otherwise.

Building Codes:

International Building Code International Mechanical Code International Plumbing Code International Energy Conservation Code International Fuel Gas Code Fire Safety Code, NFPA 1 Life Safety Code, National Fire Protection Association, NFPA 101 National Electric Code, NFPA 70 National Electric Safety Code, ANSI C2

Design Standards:

Architectural Barriers Act (ABA) Accessibility Standard for Department of Defense Facilities – ASCE/SEI 7-05 Minimum Design Loads for Buildings and Other Structures ASHRAE Standard 62.1-2007 2010, Ventilation for Acceptable Indoor Air Quality ASHRAE Standard 90.1-2007, Energy Standard for Buildings Except Low Rise Residential Buildings Illuminating Engineering Society of North America, Reference and Application Lighting Handbook, 2008 ICSSC RP6 - Standards of Seismic Safety for Existing Federally Owned and Leased Buildings

Regulations:

10 CFR 435 Energy Conservation Voluntary Performance Standards for New Buildings (Mandatory for Federal Buildings) Energy Policy Act

ARMY Engineering Technical Letters:

Include those letters that are applicable to the project.

ARMY Design Guides:

Include those design guides that are applicable to the project.

Military Handbook:

MIL-HDBK 1004/6 Lightning Protection 1988

Unified Facilities Criteria:

UFC 1-200-01, General Building Requirements UFC 1-300-08, Process for the Transfer and Acceptance of Real Property UFC 3-201-02, Landscape Architecture UFC 3-210-01A, Area Planning, Site Planning, and Design UFC 3-210-02, POV Site Circulation and Parking UFC 3-210-10, Low Impact Development

UFC 3-230-01 (FAA Advisory Circular 150 5320-5C), Surface Drainage Design UFC 3-230-07A, Water Supply, Sources and General Considerations.

UFC 3-230-10A, Water Supply, Water Distribution UFC 3-240-07FA, Sanitary and Industrial Wastewater Collection: Gravity Sewers and Appurtenances UFC 3-250-01 FA, Pavement Design for Roads, Streets, Walks, and Open Storage Areas UFC 3-250-18FA, General Provisions and Geometric Design for Roads, in and around Airfields UFC 3-301 -01, Structural Engineering UFC 3-310-04, Seismic Design for Buildings UFC 3-400-01 Energy Conservation UFC 3-400-02 Design: Engineering Weather Data UFC 3-401-01 FA Utility Monitoring and Control Systems UFC 3-410-01FA Heating, Ventilating, and Air Conditioning UFC 3-410-02A Heating, Ventilating, and Air Conditioning (HVAC) Control Systems UFC 3-420-01 Plumbing Systems UFC 3-420-02FA Compressed Air UFC 3-450-01 Noise and Vibration Control.

UFC 3-501, Electrical Engineering UFC 3-520-01, Interior Electrical Systems UFC 3-530-01, Design: Interior and Exterior Lighting and Controls UFC 3-550-01, Exterior Electrical Power Distribution UFC 3-560-01, Electrical Safety, O&M UFC 3-570-02A, Cathodic Protection UFC 3-580-01, Telecommunications Building Cabling Systems Planning and Design.

UFC 3-600-01, Fire Protection Engineering for Facilities UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings, 9 Feb 2012 UFC 4-010-02, DOD Minimum Standoff Distances for Buildings, 9 Feb 2012 UFC 4-021-01, Design and O&M: Mass Notification Systems UFC 4-030-01, Sustainable Development UFC 3-600-01, Design: Fire Protection Engineering for Facilities

OTHER:

DD Form 1354, “Transfer and Acceptance of DoD Real Property”

DD FORM 1354 Master Checklist Excel Spread Sheet

10 CONTRACTOR MANPOWER REPORTING

The Office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the Contractor shall report all Contractor manpower (including Sub- Contractor manpower) required for performance of this contract. The Contractor shall completely fill in all the information in the format using the following web address : https://Contractormanpower.army.pentagon.mil or https://cmra.army.mil.

The required information includes:

(1) Contracting Office, Contracting Officer, Contracting Officer’s Technical Representative (COTR) or also known as the Contracting Officer’s Representative (COR);

(2) Contract number, including task and delivery order number;

(3) Beginning and ending dates covered by reporting period;

(4) Contractor's name, address, phone number, e-mail address, identity of Contractor employee entering data;

(5) Estimated direct labor hours (including sub-Contractors);

(6) Estimated direct labor dollars paid this reporting period (including sub-Contractors);

(7) Total payments (including sub-Contractors);

(8) Predominant Federal Service Code (FSC) reflecting services provided by Contractor (and separate predominant FSC for each sub-Contractor if different);

(9) Estimated data collection cost;

(10) Organizational title associated with the Unit Identification Code (UIC) for the Army Requiring Activity (the Army Requiring Activity is responsible for providing the Contractor with its UIC for the purposes of reporting this information);

(11) Locations where Contractor and sub-Contractors perform the work (specified by zip code in the United States and nearest city, country, when in an overseas location, using standardized nomenclature provided on website);

(12) Presence of deployment or contingency contract language; and

(13) Number of Contractor and sub-Contractor employees deployed in theater this reporting period (by country).

As part of its submission, the Contractor shall provide the estimated total cost (if any) incurred to comply with this reporting requirement. Reporting period shall be the period of performance not to exceed 12 months ending September 30 of each Government fiscal year and must be reported by 31 October of each calendar year.

Contractors may use a direct XML data transfer to the database server or fill in the fields on the website. The XML direct transfer is a format for transferring files from a Contractor’s system to the secure website without the need for separate data entries for each required data element at the website. The specific formats for the XML direct transfer may be downloaded from the website.