ATTACHMENT 0001 2021-3707 SOW - Tank Shelter.pdf

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MARK VIII TANK PAD AND SHELTER
Solicitation number
W519TC-23-R-2044
Issued by

About this file

This scope of work document outlines requirements for the construction of a concrete pad and metal shelter to display a historic Mark VIII tank at the Rock Island Arsenal in Illinois. Key details include:

  • The project involves constructing an 8-inch thick reinforced concrete pad measuring 46 feet by 26 feet with a 12-inch thickened edge and 6-foot wide exposed aggregate walkway around the perimeter. A 50-foot by 26-foot-8-inch low pitch gable roof metal shelter supported by tube steel columns will be installed over the pad.

  • In addition to the pad and shelter, the contract requires excavation, fill, tree removal and stump grinding, sidewalk construction, and installation of two lights to illuminate the tank. The tank will be placed on the completed pad by others.

  • The contractor must complete the initial phase preparing the pad within 90 days of notice to proceed and finish remaining work within 30 days after the tank is placed, which is estimated to occur 60 days after the pad is finished.

  • The solicitation number for the related federal contract opportunity is W519TC-23-R-2044. The Department of the Army Materiel Command Contracting Command Rock Island Arsenal is the contracting agency.

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Rock Island Arsenal Scope of Work

PR# 2021-3707

Mark VIII Tank Shelter 24 March 23

US Army Garrison‐Rock Island Arsenal Directorate of Public Works

Engineering and Services Division

AMIM-RIP-G

1 Rock Island Arsenal Rock Island, IL 61299‐5000

Project # 2021-3707 | Mark VIII Tank Shelter

PROJECT SUMMARY:

The Museum intends to display a recently acquired historic Mark VIII tank at the northwest corner of Rodman Avenue and Gillespie Street in the lawn of building 360.

Per their requirements for display of exterior artifacts, the tank needs to be covered. This project will provide a concrete pad and metal shelter where the tank will be displayed.

The 46’ by 26’ pad will consist of an 8” thick reinforced concrete slab with a 12” thickened edge and include a 6’ wide exposed aggregate walk around the perimeter. The canopy of the shelter will be a 50’ by 26’-8” low pitch gable roof supported on tube steel columns. At its tallest point the structure will be approximately 16’-6” above the concrete pad. The shelter manufacturer’s structural engineers will design the shelter structure and concrete foundation piers. The desired appearance of the structure is described in the attached Architectural drawings (Appendix B).

Two lights will be installed between the tank and the Northwest corner of Rodman Avenue and Gillespie Street to illuminate the tank as described in the attached Electrical drawings (Appendix B).

Grade at the proposed shelter location is lower than adjacent sidewalks. In order to create positive drainage, the top of the concrete pad will be elevated above the adjacent sidewalks and drain tile will be installed to mitigate water collection around the perimeter of the shelter. The Contractor will provide excavation, fill, and tree removal (including stump grinding) as described in the attached Civil drawings (Appendix B).

The concrete work will include sidewalks from the pad out to Rodman Avenue and Gillespie Street.

The tank will be placed on the completed concrete pad by others prior to the installation of the canopy. The Contractor will be required to execute the work in two phases before and after the placement of the tank. The tank is currently undergoing restoration work in the RIA Factory.

PART 1: SPECIFIC PROJECT

1.1 PROJECT DESCRIPTION:

US Army Garrison – Rock Island Arsenal (RIA) is seeking a Contractor to furnish labor, equipment, and material to design and construct the concrete pad and shelter as described in this Scope of Work and Appendix’s.

Demolition work for this project includes excavation as required for the concrete work, removal of the existing cannon pad and the removal and trimming of the indicated trees. Tree removal shall include removal of their trunks.

New work will include providing black topsoil to provide drainage away from the tank pad capable of growing grass. All disturbed areas shall receive an urban salt resistant hydraulic seed, fertilizing and mulching mix. A new concrete pad shall be installed as designed to support the weight of the Mark VIII tank. The factory manufactured shelter and foundation shall be designed by the manufacturer’s structural engineers to meet the current building codes. The shelter shall be manufactured at the factory and be assembled and installed on site.

1.2 SPECIAL SERVICES/REQUIREMENTS:

1.2.1 Contractor shall provide all services, labor, materials, supervision, equipment, tools, etc. necessary to accomplish the work described in this SOW.

1.2.2 Staging Area: Coordinate with the Contracting Officer for locations around the site for parking and staging as needed.

1.2.3 Construction Schedule and Closure Periods: Contractor shall submit a schedule for approval prior to mobilization. Schedule shall include all definable features of work, including submittals, design drawings, and construction activities.

Construction activities include, but are not limited to, mobilization, demolition, excavation and grading, removal of trees (including stumps) placement of reinforcement bars and concrete, removal and replacement of concrete cannon pad, removal and replacement of sidewalk and installation of the shelter.

1.2.4 Disruption of traffic and use of sidewalks shall be minimized. Any potential interferences with the rest of the Rock Island Arsenal’s (RIA) services, personnel or entities shall be coordinated with the COR so as to minimize disruption.

1.3 BASE BID:

1.3.1 The Base Bid consists of furnishing design work and all labor and material as necessary to complete the tank pad, canopy, and associated site work as shown in the attached drawings, specification, and this Scope of Work.

1.3.2 Site plan “C sheets” shall be constructed using the using the Iowa State Urban Design and Specifications Program (SUDAS) 2023 edition. These specifications can be found at the following web address;

https://iowasudas.org/manuals/specifications-manual/.

1.4 BID OPTIONS: N/A

1.5 DRAWINGS:

1.5.1 The design drawings for this project are attached to this SOW in Appendix B.

1.5.2 The contractor shall provide design drawings from the canopy manufacturer. The structural design drawings for the canopy and associated foundations shall be stamped and signed by licensed professional structural engineer.

1.6 SPECIFICATIONS:

1.6.1 The specification for this project is attached to this SOW as Appendix A.

1.6.2 Soil Boring: The report from a recent soil boring on the site is attached to this SOW as Appendix C.

1.7 SUBMITTALS/DELIVERABLES:

1.7.1 Submittals are required as described in the project specification (Appendix A) and shall be tracked using the Submittal Register (Appendix C).

1.7.2 Contractor shall submit all samples to COR for review and approval as required by Project Specifications. Schedule the submission of the samples to allow Government review time and still obtain approval of the submittal 14 calendar days prior to the date the construction schedule is showing the installation of the submitted product.

PART 2: GENERAL INFORMATION

2.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK:

2.1.1 The Contractor shall be required to commence work under this contract within 14 calendar days after the date the Contractor receives the notice to proceed, prosecute the work diligently, and complete the initial phase in preparation for the placement of the tank not later than 90 calendar days after the date the contractor receives the notice to proceed. The Contractor shall notify the Government 30 days prior to completion of the concrete pad to allow coordination of the tank placement. There may be as much as 60 days between completion of the concrete pad and placement of the tank. The Contractor shall resume work to complete the canopy and remaining work no later than 14 days after the placement of the tank, prosecute the remaining work diligently to completion not later than 30 calendar days from the start of the second phase of work. The time stated for completion shall include final cleanup of the premises.

2.1.2 Contractor shall be responsible for accurate measurements of all existing site conditions.

2.2 ACCESS AND WORKING HOURS:

2.2.1 Work hours at Rock Island Arsenal are Monday through Friday between 0600 and 1700 hours, excluding Federal holidays. The contractor’s schedule may deviate from these hours when approved by the COR.

2.2.2 The Federal Holidays are: New Year's Day, January 1; Martin Luther King Day, 3rd Monday in January; President's Day, 3rd Monday in February; Memorial Day, last Monday in May; Juneteenth National Independence Day, June 19);

Independence Day, July 4; Labor Day, 1st Monday in September; Columbus Day, 2nd Monday in October; Veteran's Day, November 11; Thanksgiving Day, 4th Thursday in November; Christmas Day, December 25.

2.2.3 If a holiday falls on Saturday, the preceding Friday is a holiday. If a holiday falls on Sunday, the following Monday is a holiday.

2.3 UTILITIES:

2.3.1 Water and will be provided by the Government at no charge to the Contractor.

2.3.2 Utility locates provided by the Government shall be field verified by the Contactor prior to construction.

2.3.3 Contractor shall notify the COR 30 days in advance for any planned utility outages. Any valves on the active water distribution system shall be opened and closed only by the Government or their designated representatives. Contractor shall coordinate required valve turns through the COR.

A. Fire service outages shall be performed on the weekend. Should the outage require a fire watch, Contractor shall provide the necessary manpower during the outage.

2.4 LICENSE REQUIREMENTS:

2.4.1 Contractors and sub-contractors shall be licensed in the State of Illinois according to the work they are performing. If applicable to a trade or profession, workers shall be licensed as required by local municipality or by the State of Illinois.

2.4.2 When professional designers, such as Architects or Engineers, are required to perform and stamp work under this contract, then they shall hold a valid license for the duration of the project.

PART 3: SECURITY

3.1 OPERATIONS SECURITY (OPSEC) REVIEW:

3.1.1 In order to perform the project, the contractor must do the following:

A. AT Level I training. All contractor employees, to include sub-contractor employees, requiring access to Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and sub-contractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 5 calendar days after completion of training by all employees and sub-contractor personnel.

B. Access and general protection/security policy and procedures. Contractor and all associated sub-contractor employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DoD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

C. For contractors that do not require CAC, but require access to a DoD facility or installation. Contractor and all associated sub-contractor 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.

D. 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 locally 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 30 calendar days of contract award and within 5 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.

E. For contracts that require OPSEC Training. Per AR 530-1 Operations Security, the contractor employees must complete Level I OPSEC Awareness training. New employees must be trained within 30 calendar days of their reporting for duty and annually thereafter.

F. Threat Awareness Reporting Program. For all contractors with security clearances. Per AR 381-12 Threat Awareness and Reporting Program (TARP), contractor employees must receive annual TARP training by a CI agent or other trainer as specified in 2-4b of AR 381-12.

G. RIA specific provision/clause language:

i. A non-disclosure agreement will be signed by the project prime before report/start date of contract.

ii. All Training will be face to face, provided by a level II certified ATO and OPSEC officer, conducted on RIA. Any conflicts with training locations/performance will be directed by the project COR.

iii. Contractors, sub-contractors will be escorted by the COR in areas where they may be exposed to classified and/or sensitive materials. All contractor employees, including subcontractor employees who are not in possession of the appropriate security clearance, will be escorted in areas where they may be exposed to classified and/or sensitive materials. The Vendor will coordinate with the COR and/or the facility security office for access when required.

iv. Building Stand-Off: All occupied buildings on Rock Island Arsenal require a 33feet stand-off by all vehicles and equipment. At no time will unoccupied vehicles, equipment or tools/tool boxes be left unattended within 33 feet of installation buildings.

v. All personnel requesting access to Rock Island Arsenal will only enter through a manned and operational Access Control Point and present a United States National or State issued identification that is capable of being scanned for valid entry. All contractor and contractor employees' vehicles, equipment, and packages are subject to inspection or examination (search) at entry/exit of the Rock Island Arsenal. Only authorized individuals that pass a screening and vetting process will be permitted access. All contractor and subcontractor personnel will be required to submit the required identification credentials and must receive a favorable background check as conducted through the National Crime Information Center (NCIC) Interstate ID Index (III) to gain access and work on the installation.

PART 4: ROCK ISLAND ARSENAL SUPPLEMENTAL GUIDANCE

4.1 SAFETY REQUIREMENTS:

4.1.1 Contractor shall comply with Engineering Manual EM-385-1-1 “Safety and Health Requirements Manual.”

4.1.2 Contractor shall designate a Site Safety and Health Officer (SSHO) in accordance with EM 385-1-1, Section 01.A.17. SSHO shall also be responsible to coordinate contract employees in the event of an emergency.

4.1.3 The following safety submittals are required prior to performing work:

A. Accident Prevention Plan (APP) (EM 385-1-1, Section 01.A.12)

B. Activity Hazard Analysis (AHA) (EM 385-1-1, Section 01.A.15)

C. Emergency Plan (EM 385-1-1, Section 01.E)

D. Supplemental plans in accordance with EM 385-1-1 shall be required as dictated by the types of work being performed (e.g. Hazardous Energy Control Program, Hot Work, Hazardous Material Abatement)

4.1.4 The Contractor shall adhere to the most current requirements of NFPA 241, EM 385-1-1 and local Fire Department requirements as supplemented below. If a conflict between requirements occurs the most stringent shall apply.

A. Fires, regardless of size, will be reported to the fire department.

B. Contractor storage areas in RIA buildings shall be inspected and approved by the RIA Fire Department prior to use.

C. Extinguishers for hot work shall be a minimum of 10 lb. ABC Type (UL Rating 4A:80B:C). Building extinguishers shall not be used to meet this requirement.

D. Contractors shall provide flameproof tarps or shields to protect combustible material during hot work.

E. Tar kettles shall not be located any closer than 20 feet to any building or 100 feet to an ammunition/explosive storage area.

F. The Contractor shall make requests in writing to the COR no less than two weeks in advance for approval to connect to a fire hydrant. The Contractor is responsible for installing the water meter/back flow preventer and providing their own hose, hose connections, and hydrant wrenches for opening/closing fire hydrants. The Contractor shall not use pipe wrenches, channel locks, etc.

for opening/closing of fire hydrants.

4.1.5 Contractor shall comply with all emergency communication instructions provided through official channels to include the outdoor speaker system, building notification systems, direction by emergency service personnel, or the COR.

A. Upon award, the Government will provide further information regarding building points of contact, areas of refuge, and access restrictions.

4.1.6 Contractor vehicles and/or equipment shall not block fire department access, hose connections, alarm panels, access roads, fire hydrants, building safety features, etc. without prior approval. The Contractor shall make requests in writing to the

COR no less than three weeks in advance of blocking items listed above. Request shall include proposed length of closure.

4.2 ENVIRONMENTAL PROTECTION:

4.2.1 The Contractor shall follow all environmental requirements in accordance with this SOW, the attached specifications (Appendix A), and the attached plans (Appendix B).

4.2.2 Compliance with Environmental Laws and Regulations. Contractor shall comply with all applicable federal, state, and local environmental laws, statutes, regulations, executive orders, permits, Army regulations (with supplements), as well as Major Subordinate Command (MSC) and installation regulation, policy, Host Tenant Agreement, Interagency Service Support Agreement, or Status-of- Forces Agreement. Contractor shall immediately report any conflicts between applicable federal, state, local environmental laws, statutes, executive orders, and provisions of Army Regulation 200-1, and any specifications within this contract to the KO/COR. The Environmental Coordinator’s Office will review questions on environmental compliance, and provide guidance as needed. In case of an environmental event or disaster, the Contractor shall comply with the Government’s emergency services plan. All environmental protection matters shall be coordinated with the KO/COR.

4.2.3 Compliance with Green Procurement Requirements. Contractor shall follow Federal EPA Comprehensive Procurement guidelines (www.epa.gov/cpg) and Army Contracting Command Quick Guide (https://acc.aep.army.mil/accapps/ACCMAP/Documents/Quick-Guide-for- Sustainable-Procurement.docx) for acquisition of building materials and products and select materials that have a long life cycle; the least toxic materials;

recyclable materials; materials that are resource-efficient; materials with the maximum recycled content; materials harvested on a sustained yield basis; and products causing the least pollution during their manufacture, use, and reuse.

4.2.4 Compliance with License and Certification Requirements. Contractor shall obtain all licenses and certifications required by Federal, State, and Local environmental laws and regulations necessary to adhere to the specifications of this contract. The Contractor shall submit all plans, notifications, reports, submittal documents, and fees required by Federal, State, and Local environmental laws and regulations to the appropriate Federal, State, and Local authority and/or agency as necessary to adhere to the specification of this contract. All required licenses and certifications required by Federal, State, and Local environmental laws and/or regulations shall be considered a contract deliverable upon award.

4.2.5 Notification of Federal and State Regulators. Contractor shall immediately notify the Designated Government Representative (DGR) and KO/COR of the arrival on site of any Federal, State, and/or DoD environmental regulator or enforcement agent and/or the receipt of any correspondence from a Federal or State environmental agency.

4.2.6 Inspections of Work Sites. Any of the facilities operated by the Contractor may be inspected by the KO/COR, the RIA Environmental Coordinator, or other Regulatory Officials on a non-notice basis. Contractor shall submit to potential Federal, State, Army and installation work site environmental regulatory inspections and/or investigations into noncompliance, and fully cooperate with such inspections/investigations by providing the appropriate records and documentation. Environmental regulatory agencies are authorized by law to inspect any work site for environmental compliance with regulatory requirements.

If an inspection is conducted, it will not stop or disrupt ongoing contract activities. The inspection will only require the work site environmental officer, or supervisor/manager to answer questions and/or escort the inspector to specific work site areas with the potential to affect environmental quality.

4.2.7 Reporting Noncompliance and Citations. Citations/Fines for non-compliance with environmental standards on Government facilities operated by the Contractor are a matter for resolution through the Environmental Coordinator’s Office and between the RIA Garrison Commander and the issuing office of Environmental Protection Agency (EPA) or State of Illinois Regulatory Authorities. If the citations/fines are issued due to faulty operation or maintenance practices, the KO/COR shall deduct the fine from any monies due the Contractor.

4.2.8 Verification of National Environmental Policy Act Documents. Contractor shall obtain from the COR or DGR a copy of the National Environmental Policy Act (NEPA) environmental analysis and/or status of the NEPA review done if analysis was not required. NEPA review and analysis is done in accordance with 32 CFR Part 651 and addresses actions to be taken by contractor prior to and during commencement of contract actions. The NEPA process consists of evaluating the environmental effects of a federal action including its alternatives.

There are three levels of analysis depending on whether or not the construction activity or project could significantly affect the environment. These three levels are: categorical exclusion determination; preparation of an environmental assessment/finding of no significant impact (EA/FONSI); and preparation of an EIS. This project is categorically excluded under 32 CFR Part 651.29(a) (1, 2, and

3) and 32 CFR Part 651, Appendix B, Section II.

4.2.9 Assignment of Environmental Compliance Designee (ECD). Contractor shall appoint an ECD for all contract work periods exceeding 180 consecutive days.

Contractor shall appoint a primary and alternate ECD for each production, shop or work area that uses and/or stores hazardous materials and/or generates hazardous wastes. Contractor ECDs shall monitor implementation of all environmental regulatory requirements, report all environmental noncompliance to the work site supervisor, correct all environmental noncompliance, and verify implementation of directed actions to correct identified environmental noncompliance. Contractor shall have at least one ECD on duty at all times at each shop or work area.

Contractor shall require all personnel designated as ECDs to complete the initial ECD training through the installation or Major Subordinate Command (MSC) environmental compliance point of contact within 15 days of the start of contract performance. Contractor personnel appointed as ECDs may perform other duties provided they do not prevent the performance of ECD duties. Contractors may request a waiver of this requirement through the KO/COR and DGR, if using and/or storing very small quantities of hazardous materials.

4.2.10 Competency Training for Contractor Personnel. Contractor shall not allow personnel to perform any activities and/or tasks on the installation without proper and adequate qualifications or job competency training. In the event of any identified noncompliance, the Contractor shall, if requested, provide proof of contract personnel training or qualification (individual name, training / qualification type, training / qualification certificate, and date of training / qualification) to perform those contract activities associated with the identified noncompliance.

4.2.11 Generation of Solid Waste. Contractor shall remove from the installation and dispose of all solid waste generated, which cannot be recycled to an approved and permitted off-post disposal facility.

A. Contractor shall submit a non-hazardous solid waste disposal plan identifying methods and locations for solid waste disposal, including clearing debris. The plan shall include schedules for disposal. The Contractor shall identify any Sub-Contractors responsible for the transportation and disposal of solid waste. Licenses or permits shall be submitted for solid waste disposal sites that are not a commercial operating facility. Evidence of the disposal facilities acceptance of the solid waste shall be attached to this plan. Submit in writing the quantities of waste removed and recycled to the DGR and/or KO/COR on a monthly basis. The submittal shall include the date of disposal/recycling, the disposal/recycling facility, the types of material disposed/recycled and the quantities of materials disposed/recycled by weight.

B. Contractor shall submit a recycling and solid waste minimization plan. The plan shall detail the Contractor’s actions to comply with and to participate in Federal, State, Regional, and local government sponsored recycling programs to reduce the volume of solid waste at the source. It is the goal to recycle and/or divert 50% of the total waste stream from this project. Prior to any work, the Contractor shall submit a preliminary Non-Hazardous Construction/Demolition Debris Disposal/Diversion/Recycling Submittal form, copy included in Appendix D. Form shall be annotated to depict the various non-hazardous waste streams expected during the work and the anticipated recycle and/or diversion rate.

C. Prior to final payment, the Contractor shall submit a final Non-Hazardous Construction/Demolition Debris Disposal/Diversion/Recycling Submittal form. Form shall be annotated to depict the actual quantities for the various non-hazardous waste streams generated during the work and the final recycle and/or diversion rates. Copies of all certified weigh-bills shall also be provided for each load of material that was disposed, diverted, or recycled.

4.2.12 Generation of Hazardous Waste. The Contractor shall follow all hazardous/special waste disposal requirements in accordance with this SOW, the attached specifications (Appendix A), and the attached plans (Appendix B). Contractor shall assign all hazardous waste management responsibilities to the appointed ECD. Contractor shall contact the DGR and/or COR to obtain technical assistance from the Environmental Office for assisting the ECD with achieving and maintaining compliance with hazardous waste storage and disposal requirements.

Contractor shall properly profile all waste generated as part of this contract to determine if any waste is hazardous waste as defined by 40 CFR. Contractor shall accumulate hazardous waste prior to disposal shipment in a satellite accumulation point at or near the point of generation or in a less-than-90-day site, in accordance with Federal, State, Army, and installation regulation, policy, Host Tenant Agreement, Interagency Service Support Agreement or Status-of-Forces Agreement. The Contractor shall properly package the hazardous waste and complete the hazardous waste manifest, then take the manifest to DGR for approval and signature prior to removing any hazardous waste from the installation. Contractor shall contact DGR to obtain the installation’s hazardous waste EPA ID number for the hazardous waste manifest. The Contractor shall notify the DGR 24 hours prior to removing any hazardous waste from the installation. The contractor shall remove and dispose of manifested hazardous waste generated by contract activities from the installation, to an approved offpost permitted hazardous waste disposal facility. The DGR shall assist contractors with profiling their waste upon request. All disposal procedures will be IAW Federal and State EPA regulations. A copy of any paperwork, including manifests, shall be forwarded to, Environmental Coordinator’s Office, RIA.

4.2.13 Use of Hazardous Materials: Contractor shall assign all hazardous materials management responsibilities to the appointed ECD. Contractor shall contact the DGR or KO/COR to obtain technical assistance from Environmental Office for assisting the ECD with achieving and maintaining compliance with hazardous material storage, issue, use, and disposal requirements. Contractor shall submit to the KO/COR and/or DGR a hazardous material inventory. The hazardous material inventory will be submitted 30 days prior to commencement of work for contracts that exceed 180 consecutive days. The inventory list will contain the hazardous material type and maximum quantities of materials anticipated to be stored onsite.

The hazardous material shall be properly identified and include any applicable identification number, such as National Stock Number or Special Item Number.

The Contractor shall maintain copies of Safety Data Sheets for all hazardous materials used and stored on-site during performance of the contract. Contractor shall not supply or deliver any hazardous materials or chemicals to an installation that are listed on EPA toxic chemical list without prior written approval from DGR and/or KO/COR.

4.2.14 Prevention of Spills: Contractor shall adopt the installation’s Spill Prevention Control and Countermeasures Plan (SPCC) if transporting, processing, storing, or in any way managing hazardous waste, hazardous material, petroleum- oils lubricants, or other restricted items. In case of a spill, the person in control of the spill site or their designated representative shall take appropriate action to protect workers and bystanders; contain the spill (if it can be done safely); secure the spill site; restrict ignition sources; and immediately contact the installation Fire and Emergency Services (Fire Department).

4.2.15 Corrective Action for Noncompliance: Contractor shall when given a verbal and/or written notice of environmental noncompliance or nonconformance by the KO/COR, take immediate corrective action. Failure or refusal to comply promptly may be grounds for the Contracting Officer to invoke the appropriate contractual remedies. This may cause all or part of the work to be stopped immediately until satisfactory corrective action has been taken.

4.2.16 Noise: Contractor shall make the maximum use of low-noise emission products, as certified by the EPA. Blasting or use of explosives will not be permitted without written permission from the Contracting Officer, and then only during the designated times. Pile-driving operations shall be coordinated through the DGR and KO/COR.

4.2.17 Mercury: Mercury is prohibited, unless specified otherwise, and with the exception of mercury vapor lamps and fluorescent lamps. Dumping of mercury containing materials and devices such as mercury vapor lamps, fluorescent lamps, and mercury switches, in rubbish containers is prohibited. Remove without breaking, pack to prevent breakage, and transport out of the activity in an unbroken condition for disposal as directed. Immediately report to the DGR and KO/COR instances of breakage or mercury spillage. Clean mercury spill area to the satisfaction of the Contracting Officer. Cleanup of a mercury spill shall not be recycled and shall be managed as a hazardous waste for disposal.

4.2.18 Universal Waste / e-Waste Management: Universal waste including but not limited to some mercury containing building products such florescent lamps, mercury vapor lamps, high pressure sodium lamps, CRTs, batteries, aerosol paint containers, electrical equipment containing PCBs, and consumed electronic devices, shall be managed in accordance with applicable environmental law and installation instructions.

4.2.19 Pollution Prevention / Hazardous Waste Minimization. Contractor shall minimize the use of hazardous materials and the generation of hazardous waste. Consult with the Environmental Office for suggestions and to obtain a copy of the installation’s pollution prevention/hazardous waste minimization plan for supporting waste minimization.

4.2.20 Prevention of Storm Water Pollution. The Contractor shall perform, track, participate, implement, and comply with storm water pollution prevention minimum control measures, protocols, and best management practices (BMP) and ensure that water quality standards are not violated in accordance with all regulations and policies as applicable to the National Pollutant Discharge Elimination System (NPDES) general permit requirements. A submission of Notice of Intent and Stormwater Pollution Prevention Plan is required if the site is greater than one (1) acre.

4.2.21 Protection of Work Site Resources. Contractor shall confine all activities to areas defined by the drawings and specifications. Prior to the beginning of any work, the Contractor shall identify any land resources to be preserved within the work area. Except in areas indicated on the drawings or specified to be cleared, the Contractor shall not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and landforms. The Contractor shall provide effective protection for land and vegetative resources at all times.

Prior to site clearing and grubbing, the Contractor shall coordinate harvesting of saleable timber with the DGR and/or KO/COR. Contractor shall notify the DGR and/or KO/COR if any trees are required to be disposed or removed. The Contractor is not authorized to remove or dispose of any tree greater than 6 inches in diameter unless permission has been granted in writing by the DGR or

KO/COR.

4.2.22 Protection of Sensitive Areas. Contractor shall comply with all installation designated sensitive and/or off-limit area restrictions. Sensitive areas are generally demarked indicating what activities (e.g., driving, digging, foot traffic) are prohibited. The Contractor shall also adhere to the following installation sensitive areas requirements:

A. Cultural Resources Sites: Do not excavate, remove, damage, or otherwise deface any archeological resource located on public lands.

B. Endangered Species Habitats: Do not initiate any action that may disturb, endanger, or damage to any degree the habitat of a threatened or endangered species.

C. Wetlands: Do not excavate or take any action that could fill or damage any wetland unless working under a project specific Corps of Engineers 404 permit. Wetlands include streams, riparian areas, bogs, marshes, and swamps.

4.2.23 The Contractor shall use site planning, design, construction, and maintenance strategies for the property to maintain or restore, to the maximum extent technically feasible, the predevelopment hydrology of the property with regard to the temperature, rate, volume, and duration of flow of storm runoff.

4.3 SPACE ASSIGNED/OPERATED:

As required in performance of the requirements of this contract. Contractor shall be required to maintain such space (both assigned and operated) in a clean and orderly manner. Each area shall be equal to or better than when it was occupied by the Contractor. Any Contractor configuration changes to such space cannot be made without the expressed written consent of the KO/COR. All approved configuration changes will be made at the Contractor's expense. Conversely, the Contractor will, at its own expense, restore this space to its original configuration upon completion of the contract.

PART 5: DEFINITIONS: N/A

PART 6: APPLICABLE PUBLICATIONS:

6.1 The Contractor shall follow the publications referenced in accordance with this SOW, the attached specifications (Appendix A), and the attached plans (Appendix B).

PART 7: PRECEDENCE:

7.1 Resolution of conflicting criteria. In the event of conflict between References and/or Applicable Military Criteria, the most stringent criteria will apply, unless otherwise specifically noted in the scope of work.

7.2 COMPLETION OF DD FORM 1354:

The Contractor shall be required to submit a DD Form 1354. To ensure the proper use of this form, the Contractor shall meet with the Government representatives prior to any demolition or construction to receive training and sample documents.

A draft version of the form shall be prepared and maintained by the Contractor throughout construction and shall be made available to the Government upon request. Upon project completion, the draft DD Form 1354 shall be finalized by the Contractor to reflect all construction, repair, relocation, and demolition information. The final version shall then be submitted to the Government as a part of the final submittal package.

PART 8: APPENDICES:

Appendix A: Project Specifications

Appendix B: Project Plans

Appendix C: Submittal Register

Appendix D: Construction Debris Submittal

Appendix E: Soil Boring Report

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