ATCH 1 - PWS_ Firestation Outside Plant.pdf
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18 August 2020
Performance Work Statement Communications Service Dobbins ARB, GA
Installation of Fiber and Copper outside
Plant to Bldg. 755 New Fire Department
1. Scope. This Performance Work Statement provides information for a contractor to
Engineer, furnish, install, label and test (EFI&T) ~500 feet of Single Mode (SM) Fiber, Multimode (MM) Fiber and copper communication cables from Bldg. 737 Base
Operations to Bldg. 755 New Fire Department on Dobbins ARB, GA using Manhole
(737-MH1) and the existing conduit system to each of the buildings to route the communication cables.
Reference New_Fire_Department_OSP_SketchNo1 (below) for overall view of cable route from Bldg. 755 New Fire Department communication room A214 to Bldg. 737 Base
Operations communication room 118.
The contractor shall be responsible for engineering, furnishing, installing, terminating, labeling and testing all new fiber and copper cables. All fiber and copper runs shall be one continuous run, without splicing of cables, from Bldg. 755 New Fire Department to
Bldg. 737 Base Operations via existing conduit and manhole 737-MH1. The contractor shall use all available existing conduit along routes to building. Contractor shall leave all remaining unterminated fiber strands in a service loop. All personnel provided by the contractor in performance of the task requirements must be trained and/or certified on the infrastructure items being installed. Industry standard or OEM testing procedures and site acceptance are required.
2. Applicable Documents.
2.1. Engineering Design Drawings.
Drawing and/or Sketch No. Title
New_Fire_Department_OSP_SketchNo1 Strand Count/Distance of New Duct System
*Note: All drawings are not to scale.
2.2. Standards. Contractor is responsible to obtain all referenced information.
RUS Bulletin 1751F-640 Design of Buried Plant-Physical
Consideration RUS Bulletin 1751F-641 Construction of Buried Plant
RUS Bulletin 1751F-643 Underground Plant Design
RUS Bulletin 1751F-644 Underground Plant Construction
RUS Bulletin 1753F-201 Acceptance Test and Measurements of
Telecommunications
Plant Telecommunications Engineering Shield Continuity
& Construction Manual (TE&CM) 451.2
RUS Bulletin 345-65 (PE-33) RUS Specification for Shield Bonding
Connectors RUS Bulletin 345-54 (PE-52) RUS Specification for Telephone Cable
Splicing
Connectors
RUS Bulletin 345-72 (PE-74) RUS Specification for Filled Splice Closures
RUS Bulletin 345-150 (515a) Specifications and Drawings for Construction of Direct
Buried
Plant
RUS Bulletin 345-152 (515d) Specifications and Drawings for Underground Cable
Installation
Electronics Industry Alliance Cabinets, Racks, Panels, and Associated
Equipment (EIA-310-D)
National Electrical Manufacturers Electrical Polyvinyl Chloride (PVC) Tubing and
Conduit Association (NEMA) TC 2-1998
NFPA 70 National Electric Code
Additional commercial manuals may be required and shall be the responsibility of the contractor to identify in the site survey report and then obtain applicable manuals.
3. Technical Services Required
3.1. Site Survey.
A. A site survey/walk shall be conducted. The cost to attend shall be the responsibility of the contractor. Attending the site survey/walk through is at the discretion of the contractor.
The site survey/walk through is recommended to ensure full understanding of the detail and magnitude of the project. The contractor shall verify all requirements and measurements as required to provide a detailed technical and cost proposal by performing a site survey at Dobbins ARB, GA before purchasing materials and starting construction.
B. The contractor shall verify all information provided in this PWS from actual site conditions, including all distances between buildings and Manhole 737-MH1and other measurements provided on the drawings/sketches. Footages provided are for reference only. The contractor is responsible for providing accurate measurements.
C. The contractor shall access all manholes, hand holes and buildings necessary to verify the physical distances, paths, and conditions stated in this Performance Work Statement.
D. The contractor shall coordinate all site surveys with the 94 Contracting Flight and the 94
CS/SCX. During the site survey, personnel from the 94 Communications Squadron (CS) shall accompany the contractor.
3.2. Installation Tasks.
The contractor shall:
1. Engineer, Furnish and install 144 strands SM fiber cable from Bldg. 755 communication room A214 into Bldg-737 Base Operations in a duct/inner duct system through the existing manhole 737-MH1. Fusion splice, terminate, test and label 48 SM strands and place 96 SM strands in a service loop in each building.
2. Engineer, Furnish and install 48 strands MM fiber cable from Bldg. 755 communication room A214 into Bldg-737 Base Operations in a duct/inner duct system through the existing manhole 737-MH1. Fusion splice, terminate, test and label 36 MM strands and place 12 MM strands in a service loop in each building.
3. Engineer, Furnish and install 50 pair PE89 copper cable from Bldg. 755 communication room A214 into Bldg-737 Base Operations in a duct/inner duct system through the existing manhole 737-MH1. Terminate, test and label 50 pair of PE89 copper cable.
4. Install Maxcell (3 each 3 pack Maxcell) in each new 4-inch PVC Schedule-40 or
Schedule-80 ducts.
5. Mule Tapes are left in each Maxcell sleeve for future cables pulls in the installed
Maxcell.
6. Contractor shall furnish, install, terminate and label SM (ST Type) and MM (ST
Type) fiber into a contractor furnished Line Interface Units (LIU) in a designated space in each Comm Room and approved by 94 CS. LIUs shall be either rack mounted or Wall Mounted in a designated space approved by 94 CS/SCOI.
7. Contractor shall furnish, install, terminate and label copper cable (50 pair) into a contractor furnished 1880ECA1-100G Indoor Building Entrance Terminal in a designated space approved by 94 CS/SCOI.
8. All SM, MM, and copper cables, ducts, inner ducts, distribution boxes, fiber strands and copper pairs at the terminations shall be labeled in accordance with existing Dobbins labeling standards provided by 94 CS/SCX.
9. Provide a QA testing plan, test and provide testing results for all SM, MM and Copper cables installed.
10. Upon completion of this project, contractor shall provide the as-built drawings of the project installation to 94 CONF and 94CS/SCX.
3.3. Base Access
The contractor shall submit a base access request letter to 94 CONF or 94CS/SCX Project
Manager at least 5 business days in advance. The letter shall include name, ID number, home address, vehicle license number and purpose.
3.4. Material.
3.4.1. General. All materials installed as part of the system shall be compatible and conform to the specifications listed. Materials will include stainless steel external screws, nuts, and locking washers. Do not provide self-tapping screws unless specifically approved by the 94 CF/SCX. Provide corrosion resistant material, such as plastic, anodized aluminum or brass. Protect all materials used in construction from fungus growth and moisture deterioration. Separate dissimilar metals by an inert dielectric material. The contractor shall offer any project residue to the Government prior to disposal. If removal of equipment and/or material is necessary, the contractor is responsible for disposal and shall comply with all applicable industry rules and regulations. Any equipment removal and/or disposal shall be coordinated with 94 CF/SCX. The contractor shall provide all materials (conduit, EMT, stand alone frames, vertical/horizontal blocks, lightning protection modules, splice enclosures, shelves, connectors, terminators, LIUs, cable, etc.), tools, and equipment required to accomplish the work.
3.4.2. Government Furnished Equipment. None.
The contractor shall be responsible for providing any additional material required to satisfy this PWS.
3.4.3. Underground Duct. The duct used by metallic cable (or jointly used by both metallic and fiber optic cables) shall be corrosion resistant and 4-inch ID (minimum) round. The conduit shall be Type EPC-40-PVC (Schedule 40) IAW NEMA TC 2-1998. The duct shall be clearly labeled "Schedule 40" as appropriate. Ducts shall have a sleeve or bell end type coupling and shall be watertight when assembled. Bends, plugs, cable guards, couplings, vent chamber connectors, and transition adapters (when required for connecting to standard innerduct) shall be provided. A polyethylene pull rope that extends three feet beyond the end of the duct shall be provided secured in each duct opening. End bells shall be provided on all duct ends.
3.4.4. Metallic Cable. Outside metallic cable shall be filled core type PE-89. The contractor shall install the most cost-effective pair count for both fiber and cable to complete the project. The contractor shall verify the cable number and counts from the base communications squadron. No copper conductors for cables shall be less than 22
AWG unless matching an existing cable within a splice enclosure. Maintain manufacturer recommended minimum bend radius of the cables at all times. Do not stretch, stress, tightly coil, bend, or crimp the cables. Any splices required shall be accomplished using
PICABONDS or 710 modular type splice connectors.
3.4.5. Building Entrance Terminals (BET). Building entrance terminals shall be of protected type and UL approved. The BET shall terminate and protect on the users premises. Blocking kits shall be provided for filled cable entering the terminal.
3.4.6. Splice Closures. Splice closures shall be sealed, encapsulated and suitable for enclosing straight, butt, and branch splices in a protective housing. The closure shall be of suitable thermoplastic, thermoset, or stainless steel material and shall protect the splice and maintain cable shield electrical continuity in a cable vault, manhole, or handhole environment. Filled splice closures shall comply with RUS Bulletin 345-72 (PE-74).
3.4.7. Splicing Connectors of Metallic Conductors. Splicing connectors both modular and discreet shall be IAW RUS Bulletin 345-54 (PE-52).
3.4.8. Fiber Cable. Use Fusion ST Type connectors. Crimp-on connectors are not acceptable. All fiber connectors shall use ceramic type ferrules vice polymer. Provide connector to connector mated pair loss not exceeding 0.4 dB. Maintain this loss characteristic for a minimum of 24 connections (with periodic cleaning), at each location, and throughout the entire operating temperature range. Qualify and accept connectors on the basis of connector to connector mating of similar fibers using the test procedure described in this specification. Provide return loss for single mode connectors not greater than -40 dBm.
a. Terminate all fibers within fiber optic cable LIU enclosures. Use organization trays to hold the fiber, with each fiber neatly secured to the tray or management dividers.
Provide mounting brackets that provide cable clamps for strain relief of up to 4 incoming cables on the enclosure. Install the fiber optic cable according to the manufacturer's recommended standards for the cable distribution panel used.
b. Size fiber optic termination enclosures according to the fiber count shown within the
PWS. Provide each enclosure capable of holding at least the number of connector bulkheads to support the total number of fibers in the incoming cables. Provide each enclosure capable of holding at least the number of trays to support the total number of fibers in the incoming cables.
3.4.9. Miscellaneous.
3.4.9.1. Shield Bonding Connectors. Shield bonding connectors, bond bars, braids, ribbons, clamps, etc., shall be provided to maintain cable shield continuity at splices and at ground connections. Bonding connectors provided shall be IAW RUS Bulletin 345-65 (PE-33).
Shields shall be grounded and continuous throughout the cable distribution system as specified by RUS TE&CM 451.2.
3.4.9.2. Grounding. Grounding hardware such as corrosion resistant grounding rods, wire, clamps, etc. necessary to properly ground the cable distribution system shall be provided as follows:
3.4.9.2.1. Grounding Components. The contractor shall ground-inside type protected terminals using a No. 6 AWG plastic insulated solid-copper wire with wire continuous from the grounding lug, or the grounding strip of the terminal, to either a copper with soldered-joints cold-water pipe of the water system, or a driven ground rod. When the contractor elects to use a ground rod of minimum diameter of ½ inch and minimum length of 5 feet, he shall install it at a minimum distance of 12 inches from the building wall and drive it to a depth that provides a minimum of 6 inches of earth cover between the top of the ground rod and ground level. The ground wire shall be continuous with no breaks or splices from the terminal to the cold-water pipe or driven ground rod and shall be placed in the conduit provided or attached to the supporting surface using either staples or 1-hole clamps placed at 18 inch intervals.
When a copper cold-water pipe ground is utilized, the ground wire to a ground rod shall be made either with a compression sleeve or a soldered connection.
3.4.9.2.2. Measure Resistance. The contractor shall accomplish all grounding in a manner that results in a maximum resistance of 10 ohms to ground resistance measured as specified in TIA - 607, Earth Resistance Measurements A3-2f (fall of potential method) or A3-2g
(comparison method). When it is necessary to place more than one ground rod to meet this requirement, the minimum separation between the ground rods shall be equal to the length of the ground rods used. Two or more ground rods shall be connected using No. 6 plastic-insulated solid-copper wire. The connection of the No. 6 solid-copper wire to the ground rods may be made either with compression sleeves or soldered connection. If buried, the connections must be soldered or welded.
3.4.9.2.3. Grounding Conformance. The contractor shall perform all equipment power grounding in conformance with the NEC and all applicable base regulations. All grounds, where required, shall be made using a No. 6 AWG solid copper wire. All metallic cable sheaths shall be grounded by the contractor (e.g., risers, underground, station wiring). The
Government will provide access to ground in each building primary wire closet and in the main switch room.
3.4.8.3. Cable Warning Tape. Cable warning tape shall be a minimum of three inches wide used for both underground and buried applications to mark cable paths. The Warning tape shall be 18” to 24” above buried cable or conduit.
3.4.8.4. Cable Tags. All tags shall be permanently labeled and corrosion resistant.
3.4.8.5. Fire Wall Penetration. All fire wall penetrations shall be sleeved appropriately and all voids filled with fireproof material in accordance with NEMA, TIA and NFPA standards.
3.5 Cable Installation.
3.5.1 Underground Cable Installation. Installation of underground cable in manholes, manholes, and conduits/ducts shall be IAW RUS Bulletin 1751F-643, RUS Bulletin 1751F-
644 and RUS Bulletin 345-152 (515d). Cables and splice closures installed in manholes, manholes, or cable vaults shall be neatly formed, racked, supported and secured in place using the proper support items. Following installation activities, the contractor shall ensure that manholes are clean and free of splicing materials and debris.
3.5.2 Buried Cable Installation. Installation of buried cables shall be IAW RUS Bulletin
1751F-640, RUS Bulletin 1751F-641 and RUS Bulletin 345-150 (515a). Power and communications cables will be separated by 12 inches of well-tamped, fine earth protection.
Gas and water mains will be separated and protected by 3 inches of concrete or 12 inches of fine earth. In addition, if the cable crosses over the main, extend additional cable protection
3 feet from each side of the crossing. Where road crossings occur, a minimum of two 4” ID conduits at such crossings shall be installed and shall be concrete encased.
3.5.3 Fiber Optic Cable Installation. See Section 3.2 above for a list of the fiber optic cables that are to be installed. Fiber splices are to be avoided and all fiber optic cables shall be “home runs” between buildings.
3.6 Testing.
3.6.1 A pre-test of any previously contractor installed cable shall be accomplished, prior to splicing cable, to establish pre-existing cable. The results of the pre-test must be forwarded to 94 CS before splicing operations can start.
3.6.2 End to end attenuation tests will be conducted on all fiber optic cable strands. Test results will be provided to the 94 CS.
3.6.3 All contractor cable installations will be inspected and tested by the contractor provided QA in coordination with the 94 CS QA; all defects discovered will be repaired at no cost to the government.
4. Deliverables.
Deliverable Title Recipient Delivery Schedule
Site Survey Report 94/CS SCX PM 5 business days after Site Survey
A bi-weekly report (soft copy) 94/CS SCX PM Starting at contract award
Preliminary Schedule 94/CS SCX PM 10 calendar days after contract award
Implementation Plan &
Design Drawings
94/CS SCX PM 14 calendar days after contract award
Test Plan 94/CS SCX PM 14 calendar days after contract award
Test Report 94/CS SCX PM 5 business days after acceptance testing.
As-Built Engineering
Drawings
94/CS SCX PM 30 days after final acceptance testing
Additional Deliverable Notes:
a. Test Plan shall contain projected dates.
b. The test results of all project contractor installed cable.
1. Fiber optic cable test results
2. Copper Cable test results
3. Electronic copy of test result spreadsheet. Microsoft Excel (Version 5.0 or newer)
c. As-Built Engineering Drawings: Contractor shall provide two copies of “as-built” documentation (shape files) showing collected and recorded geospatial data of all new installed MHDS components and new cable components (including metadata) compatible with the Cyberspace Infrastructure Planning System (CIPS) Visualization
Component (CVC) drawing system. Data points shall be recorded at the center of each manhole/hand-hole lid and at intervals not to exceed 25 feet along cable routes.
Sufficient data points shall be recorded to capture any change in direction along the route. All GPS coordinates shall have +/- 3 feet accuracy for all readings. The government will review the shape files and transcribe the information to the CVC system. Shape files shall be delivered within 30 days of project completion. Provide geospatial data via CD as Environmental Systems Research Institute (ESRI) Shape files to 94 CS/SCX and 94 CONF.
5. Other Requirements.
All work shall be accomplished within 60 days of award. Any request or justification for change shall be made to the Contracting Officer in writing and approved by the government.
5.1 The contractor shall provide a preliminary schedule within two weeks of award.
5.2 The contractor shall be responsible for storage, staging and deployment of any equipment and materials provided as part of this PWS unless otherwise mutually agreed upon by the contractor and the Government.
5.3 Resolution to any contradictions/changes within the proposal shall be to the benefit to the government.
5.4 The Government retains the right to all documentation and data generation and data generated by the contractor as a result of this project. The contractor shall provide COTS products with the appropriate contractor pass through licenses.
5.5 The contractor shall provide a Quality Assurance Evaluator (QAE) for the entire life of the project. The QAE shall assist the CSO in performing random daily spot checks and in performing the system acceptance tests. The QAE shall be responsible for identifying system and outside plant deficiencies and/or discrepancies throughout the life of the project and for three months from the date of final acceptance. A bi-weekly report (soft copy) will be submitted to the CSO and Program Management Office (PMO) indicating project progress/statuses and listings any deficiencies/discrepancies found and actions to correct them.
6. Continuation of Services. In the event of crisis, DoDI 3020.37, continuation of
Essential DoD Contractor Services during crisis, does not apply.
SECTION 01560
ENVIRONMENTAL REQUIREMENTS
PART 1 GENERAL
This Section describes the requirements placed upon the Contractor necessary for the prevention of environmental pollution or damage on Dobbins Air Reserve Base (DARB), and to enable
DARB to meet environmental reporting and tracking requirements set forth in local, State, and
Federal laws, rules, and guidance documents due to work performed by the Contractor during the execution of this project.”
1.1 COMPLIANCE WITH ENVIRONMENTAL REGULATIONS
The Contractor and his subcontractors shall comply with all applicable Federal, State, and local laws and regulations concerning environmental permitting, tracking, pollution control and protection, as well as the specific requirements stated elsewhere in the contract specifications.
1.2 SUBMITTALS
Submittals requirements for this section will be outlined in specific subsections.
1.3 ENVIRONMENTAL PERMITS AND CERTIFICATIONS
The Contractor is responsible for holding and obtaining all applicable environmental permits and certifications necessary to accomplish all work. Requirements for specific permits and certifications will be included in subsequent subsections.
1.4 ENVIRONMENTAL FINES AND PENALTIES
The Contractor agrees to indemnify the Government, its officers, agents, and employees against liability and costs associated with the intentional or negligent noncompliance of environmental laws, regulations, or requirements by the Contractor, its officers, agents, employees, or subcontractors to the extent such noncompliance arises out of the manufacture or delivery of supplies, services or construction by or for the account of the Government. The Contractor shall reimburse the Government for any fines and monetary penalties assessed by State or
Government agencies against Dobbins Air Reserve Base due to intentional or negligent noncompliance with environmental laws, regulations, or requirements by the Contractor. The
Contractor shall be responsible for making corrections necessary to comply with any environmental laws, regulations or requirements.
1.5 REGULATORY INSPECTIONS
The Contractor shall immediately notify the Contracting Officer when contacted by a Federal, state or local environmental regulatory inspector(s). The Contractor cannot represent the
Government during an inspection. The Contracting Officer, or designated government representative, will be responsible for meeting and escorting the inspector(s) at the job site.
1.6 DEFINITIONS
1.6.1 Hazardous Material (Hazmat): Any substance defined by OSHA as a hazardous substance requiring a Material Safety Data Sheet (MSDS), including, but not limited to any chemicals, paints, adhesives, sealing compounds, strippers, glues, petroleum products, natural or synthetic gases, pesticides, all aerosols, and all materials containing hazardous substances.
1.6.2 Solid Waste: Any material, liquid, gaseous or solid, that is deemed as waste by the generator because it is no longer needed, is excess, has exceeded its shelf life, is spill residue, has been abandoned, or is no longer usable for its intended purpose. Solid waste includes, but is not limited to: used or spilled chemicals; contaminated clothing and personal protective equipment
(e.g. mask filters, gloves, coveralls); contaminated wipes, rags and other equipment; empty containers; garbage; packaging; construction and demolition debris; refuse; recyclable materials;
and all other discarded materials that are generated during construction, residential, and commercial activities.
1.6.3 Hazardous Waste: Any solid waste (as described in the definition above) that meets the
Recovery Conservation and Recovery Act (RCRA) criteria for hazardous waste. Solid waste that has any hazardous waste characteristics upon being generated, or is a listed hazardous waste, are hazardous wastes.
1.6.3.1 Any solid waste that has a flashpoint of less than 140 degrees Fahrenheit at the time of generation must be handled as an IGNITABLE hazardous waste. Allowing an ignitable hazardous waste to intentionally air dry (considered to be “treatment of hazardous waste”) to avoid being managed as a hazardous waste is prohibited under RCRA law since Dobbins ARB does not hold a hazardous waste treatment permit.
1.6.3.2 Empty containers must meet the RCRA regulatory definition of “empty” to be considered empty (reference 40 CFR 261.7(b)).
PART 2 PRODUCTS (NOT APPLICABLE)
PART 3 EXECUTION
3.1 GENERAL ENVIRONMENTAL REQUIREMENTS
3.1.1 Prohibition against Open Burning. The Contractor is prohibited from open burning on
Dobbins Air Reserve Base.
3.1.2 Vehicle Emissions. All light duty vehicles and trucks that the contractor, subcontractor or any of their personnel drives on base over sixty days in a calendar year shall be required to meet Georgia Rule 391-3-20 Enhanced Inspection and Maintenance. No applicable vehicle will be given a pass for greater than sixty days unless it has proof of emission inspection unless the vehicle has a valid registration from one of the following Georgia counties: Cherokee, Clayton, Cobb, Coweta, DeKalb, Douglas, Fayette, Forsyth, Fulton, Gwinnett, Henry, Paulding, or
Rockdale.
3.1.3 Historical and Archeological Findings. If the Contractor believes he or she has discovered any item or area of historical or archaeological interest not specified in the contract during the completing of work, the Contractor shall leave the area undisturbed and immediately report the finding to the Contracting Officer.
3.1.4 Unanticipated Materials of Concern
3.1.4.1 Asbestos Containing Material (ACM): If the Contractor believes they have discovered any ACM not specified in the contract during the execution of work, the Contractor shall stop work on the site immediately and notify the Contracting Officer.
3.1.4.2 Lead-Based Paint (LBP): If the Contractor believes they have discovered any LBP not specified in the contract during the execution of work, the Contractor shall stop work on the site immediately and notify the Contracting Officer.
3.1.4.3 Polychlorinated Biphenyls (PCBs): If the Contractor believes they have discovered a PCB containing item not specified in the contract during the execution of work, the Contractor shall stop work on the site immediately and notify the Contracting Officer. The Contractor shall not use or install any equipment containing PCBs on Dobbins ARB.
3.1.4.4 Mercury-Containing Materials: If the Contractor believes they have discovered mercury-containing materials (e.g. thermostats, switches, etc.) not specified in the contract during the execution of work, the Contractor shall stop work on the site immediately and notify the Contracting Officer.
3.1.4.5 Radioactive Materials: If the Contractor believes they have discovered radioactive materials or wastes (e.g. smoke detectors, some lasers, etc.) not specified in the contract during the execution of work, the Contractor shall stop work on the site immediately and notify the
Contracting Officer.
3.2 SOLID WASTE MANAGEMENT
The Contractor is authorized to generate or dispose of solid waste under the scope of this contract in accordance with the requirements of this section. Solid waste, in this section, refers to any non-hazardous waste, any municipal waste, any construction and demolition debris, and any recyclable materials generated by the Contractor while performing the work under this contract. Excess clean soil free of other solid waste and routine personal waste (food and drink containers that are carried off-base at the end of the work day) are excluded from this definition.
3.2.1 References
3.2.1.1 Dobbins ARB Integrated Solid Waste Management Plan (February 2001 or current)
3.2.1.2 AFI 32-7080, Compliance Assurance and Pollution Prevention (March 1999)
3.2.1.3 Georgia Department of Natural Resources Environmental Protection Division, Chapter 391-3-4, Solid Waste Management
3.2.1.4 Executive Order 13101, Greening of the Government Through Waste Prevention, Recycling and Federal Acquisition (14 Sep 1998)
3.2.2 Submittals
3.2.2.1 Landfill and Recycling Facility Information. The Contractor shall submit a document which lists the name(s), address (es), phone number(s) and point(s) of contact for each landfill or recycling facility intended to be used for the disposal and/or recycling of solid wastes generated by the Contractor during the course of this contract. This document must be approved by the Contracting Officer prior to beginning any demolition or deconstruction work.
3.2.2.2 Weight Receipts for solid waste disposed and materials recycled. These are legible documents provided to the Contractor by the recycling and/or disposal facility which indicate:
the date of service (drop off); the type of the waste dropped off, and the weight of the waste (in pounds or tons). Weight Receipts shall be submitted for approval within 5 days of the service date.
3.2.3 Use Of State-Permitted Solid Waste Disposal Facilities Only
3.2.3.1 The Contractor shall be responsible for collecting and properly recycling or disposing of all solid wastes generated while performing work under this contract in accordance with all applicable rules and regulations. The Contractor shall only use state-permitted solid waste landfills and licensed recycling facilities for all solid waste generated on Dobbins ARB.
3.2.3.2 The Contractor shall provide the required information for each facility selected for use by the Contractor described in submittal 3.2.2.1 prior to beginning any demolition or deconstruction work.
3.2.4 Construction And Demolition Debris
3.2.4.1 All recyclable construction and demolition debris (C&D) shall be recycled either onsite or at a C&D recycling facility. Recyclable C&D debris is prohibited from being landfilled. Recyclable C&D includes, but is not limited to: asphalt, concrete, scrap metal, metal piping, metal fixtures, lumber, ceiling tiles, gypsum, and carpeting,
3.2.4.2 Non-recyclable C&D shall be disposed of at a state permitted landfill that accepts C&D waste.
3.2.4.3 The Contractor shall segregate recyclable C&D (e.g. copper piping, concrete, asphalt, scrap metal, lumber, ceiling tiles, gypsum, etc.) from non-recyclable C&D, in accordance with the recycling facility requirements. Some scrap metals may be recycled at the base recycling center, upon Contractor request and approval from the Contracting Officer.
3.2.4.4 Any materials approved by the Contracting Officer to be recycled at the base recycling center do not require weight receipts to be submitted (ref. submittal 3.2.2.2)
3.2.5 Other Recyclable Materials
3.2.5.1 The Contractor shall collect all cardboard, fiberboard and standard wooden pallets generated by any Contractor shipping and packaging activities (e.g. receipt of furniture, receipt of shipments of hazmats, etc.) in order to recycle them at the base Recycling Center.
3.2.5.2 These materials are approved to be recycled at the base cycling center and do not require weight receipts to be submitted (ref. submittal 3.2.2.2)
3.2.6 Collection And Storage Of Solid Wastes
3.2.6.1 The Contractor shall provide all appropriate containers, bags, liners, trays and other equipment required for the proper collection of solid wastes. The Contractor shall not use any base dumpsters or other trash receptacles for collecting or storing solid waste.
3.2.6.2 All solid wastes shall be reclaimed, recycled or disposed of prior to completion of work under this project.
3.2.6.3 The Contractor shall not generate any waste as a result of cleaning any Contractor tools, vehicles, containers or other equipment on base; cleaning of Contractor equipment on base is prohibited unless otherwise permitted by the Contracting Officer.
3.3 HAZARDOUS MATERIALS MANAGEMENT
The Contractor is authorized to use hazardous materials under the scope of this contract in accordance with this section. Hazardous Material (Hazmat) is any hazardous substance required by the Occupation Safety and Health Administration (OSHA) to have a manufacturer’s Material
Safety Data Sheet (this does not include OSHA “articles” such as tape, fabric, batteries, mesh, mechanical fasteners, etc.) :
3.3.1 References
3.3.1.1 Pollution Prevention Act [42 US Code 13101, et seq.]
3.3.1.2 Air Force Instruction 32-7080, Pollution Prevention, 12 May 1994
3.3.1.3 Air Force Pollution Prevention Strategy, 24 Jul 95
3.3.1.4 HQ USAF/ILEV Memorandum, “Pollution Prevention to Achieve Compliance”, 20
Aug 1997
3.3.1.5 Executive Order 13101, Greening the Government through Waste Prevention, Recycling and Federal Acquisition, 14 Sep 1998
3.3.1.6 Executive Order 13148 Greening of the Government Through Leadership in
Environmental Management, 21 Apr 2000
3.3.1.7 Air Force Instruction 32-7086, Hazardous Materials Management, 1 Nov 2005
3.3.1.8 Base Instruction 94I32-7001, June 2006 or current policy
3.3.2 Submittals
3.3.2.1 Contractor's Hazmat Storage Field Location Sketch
3.3.2.2 Material Information Sheet (MIS)
3.3.2.3 Material Safety Data Sheets (MSDSs)
3.3.2.4 Substantiating Documentation for Use of Prohibited Hazmat
3.3.2.5 Product Data Sheets (PDSs)
3.3.2.6 Exit Inventory document
3.3.3 EPCRA Compliance. Reference FAR 52.223-5: The Contractor needs to provide all information needed by Dobbins ARB to comply with EPCRA”. Contractor shall provide:
3.3.3.1 Contractor’s Hazmat Storage Field Location Sketch (ref. submittal 3.3.2.1), document that identifies exactly where Hazmats are intended to be stored when not in use, shall be submitted to the Contracting Officer for approval.
3.3.3.2 Material Information Sheet (MIS) (ref. submittal 3.3.2.2), document completed and submitted by the Contractor to the Contracting Officer for approval and use on Dobbins ARB, which identifies specific Hazmats to be used with corresponding container data including:
container type, container size, estimated usage quantity, and application method. No Hazmat material reviews can be completed without this document.
3.3.3.3 Material Safety Data Sheet (MSDS) (ref. submittal 3.3.2.3), a manufacturer’s document that describes the physical characteristics of a hazmat, to be submitted by the
Contractor to the Contracting Officer for review and approval for each and every different
Hazmat listed on the MIS, and to be submitted with the MIS. MSDSs shall be obtained directly from the manufacturer and shall be current. .
3.3.3.4 Substantiating documentation (ref. submittal 3.3.2.4) is a document that justifies the use of prohibited Hazmats and/or prohibited chemicals constituents. Substantiating documentation must be submitted concurrently with the MIS and MSDSs if a prohibited Hazmat or chemical constituent is being requested for use on Dobbins ARB. This document must identify which specific engineering criteria or specification will NOT be met unless the prohibited Hazmat or chemical constituent is used. If alternate commercially available products are available that will meet the specific engineering criteria or specification, then the prohibited
Hazmat or chemical constituent will not be authorized for use on Dobbins. Prohibited hazmats and chemical constituents prohibited from use on Dobbins include, but are not limited to:
EPA-17 listed chemicals (i.e. methyl ethyl ketone, xylene, toluene, methylene chloride, et al);
Class I Ozone Depleting Substances (i.e. Freon 12, 1,1,1-trichloroethane, et al) ; heavy metals
(i.e. lead, barium, silver, nickel, chromium, cadmium, et al); carcinogenic constituents; cyanide and cyanide compounds, phosphated compounds, SARA Title III Extremely Hazardous
Substances, and SARA Title III 313 Hazardous Substances.
3.3.3.4.1 No prohibited Hazmat or chemical constituent will be approved for use in excess of
3000 pounds cumulatively over the entire contract period.
3.3.3.4.2 No prohibited Hazmat or chemical constituent will be approved for use that will generate hazardous waste by nature of its use, unless the Contractor is authorized to generate hazardous waste in accordance with paragraph 3.7 of this section 01560..
3.3.3.4.3 No Class I Ozone Depleting Substance will be authorized for purchase or reimbursement under any circumstances. All Class I Ozone Depleting Substances identified as necessary by engineering to meet an engineering criteria or specification must be obtained through the Defense Reserve with SAF authorization and approval..
3.3.3.5 Product Data Sheet (PDS) (ref. submittal 3.3.2.5), a document provided by the manufacturer of a hazmat that provides detailed information about the hazmat including usage conditions and proper application methods. The Contractor shall submit a PDS for each Hazmat listed on the MIS concurrently with the MIS to the Contracting Officer for approval.
3.3.3.6 Exit Inventory (ref. submittal 3.3.2.6), is a document completed by the Contractor that lists the actual quantities of authorized Hazmats that were used during the course of work under this contract. The Exit Inventory shall be submitted to the Contracting Officer no later than the pre-final inspection date.
3.3.4 Limited overnight storage of any single Hazmat on base (less than 5,000 pounds) will be authorized in accordance with any storage conditions provided by the Government during hazmat approval review
3.3.5 Use of approved and authorized Hazmats are restricted to the methods of application and quantities identified on the corresponding MIS; if quantities needed exceed the estimates provided on the MIS, the Contractor must identify the additional quantity needed to the project inspector as soon as the need is identified. Additional quantities are authorized as long as no cumulative quantity limitations (reference 3.3.3.4.1 and 3.3.4 above) are exceeded.
3.3.6 The Contractor will implement the following Best Management Practices (BMPs) to prevent spills and other releases to the environment, and to meet NFPA, OSHA, and RCRA requirements, including but not limited to: providing covered storage of Hazmats, providing appropriate storage for flammable materials, providing impervious underlayment (e.g. tarps) where Hazmats are being used on grassed areas, keeping lids of containers closed at all times, etc.:
3.3.6.1 The Contractor shall store all Hazmat in the designated Hazmat storage area approved by the Contracting Officer, per submittal 3.3.2.1.
3.3.6.2 The Contractor shall provide secondary containment for all Hazmat being stored on base. Secondary containment shall be chemically inert to the Hazmat being stored and impervious to absorption of the Hazmat (spilled, dripped or leaked). The secondary containment volume shall not be less than 10% of the total quantity being stored or the equal quantity of the largest container being stored, whichever is greater in volume. Separate secondary containment shall be provided for incompatible Hazmats, such as acids and bases, flammables and corrosives, flammables and oxidizers, etc.
3.3.6.3 The preservation of the landscape shall be an imperative consideration in the selection of all sites. No activity shall be conducted or storage permitted within the dripline of any tree without being depicted on the drawings and being approved by the Contracting Officer.
3.3.6.4 The Contractor shall be responsible for the cleanup and disposal of all spilled
Hazmats, including any spilled, leaking or dripping hydraulic fluid and other fluids from equipment and vehicles.
3.3.6.4.1 Spills have no size limit; any amount spilled shall be cleaned up by the
Contractor. The Contractor shall provide all materials use to contain and absorb any spill, and shall provide appropriate and proper containers into which the spill debris shall be placed. Spill absorbents used shall be picked up immediately and placed in the disposal container.
3.3.6.4.2 Disposal of spilled wastes generated from spill cleanup shall be the Contractor’s responsibility and shall be in accordance with paragraph 3.7 of this 01560 section.
3.3.6.5 The Contractor shall use NFPA and OSHA required or specified flammable material and corrosive material storage lockers for the storage of all Hazmats.
3.3.6.6 The Contractor shall segregate incompatible materials at all times in his or her field office, storage, staging and work areas.
3.3.6.7 The Contractor shall use protective measures, such as drop cloths and tarpaulins, when using Hazmats, in order to keep the work and storage areas free from drips and spills and to protect unimproved surfaces from environmental contamination.
3.3.6.8 The Contractor shall keep all containers closed at all times when not in use. At any time when a hazmat is finished being used for the day, the hazmat container shall be returned to the designated storage area.
3.3.6.9 The Contractor shall not store Hazmat outdoors where it may be exposed to sun, rain, wind or other elements and precipitation. The Contractor shall follow all manufacturers’ recommendations for storage of Hazmat, according to the PDS.
3.3.6.10 The Contractor shall ensure that Hazmats are never poured out onto grass or soil, and are never drained to or dispose of on the ground, in a water way or via the storm sewer system.
Mixtures of water and/or Hazmats shall never be dumped onto the ground.
3.3.6.11 The Contractor shall ensure that all employees are given proper training in the use and storage of the Hazmats onsite, and in the use of any personal protective equipment necessary for the proper use of Hazmat on Dobbins ARB.
3.3.7 The Contractor shall not generate any waste as a result of cleaning any Contractor tools, vehicles, containers or other equipment on base; cleaning of Contractor equipment on base is prohibited unless otherwise permitted by the Contracting Officer. The Contractor shall plan for this in determining which Hazmats to use for specific tasks.
3.4 STORM WATER POLLUTION PREVENTION
The Contractor is authorized to perform land disturbing activities and exterior facility work under the scope of this project. The project does not requires coverage under Georgia National
Pollutant Discharge Elimination Standard (NPDES) general permit for construction activity
GAR100001.
3.4.1 References
3.4.1.1 GA Rule 391-3-03k: Water Quality Standards
3.4.1.2 GA Rule 391-3-7: Erosion and Sedimentation Control
3.4.1.3 Cobb County, Article VIII: Soil Erosion and Sedimentation Control
3.4.1.4 Erosion Control Manual: Manual for Erosion and Sediment Control in Georgia
(4th Edition 1996, or Current)
3.4.1.5 Storm Water P2 Plan: Dobbins ARB Storm Water Pollution Prevention Plan
(September 2005 or Current)
3.4.2 Submittals
3.4.2.1 Storm Water Erosion, Sedimentation, and Pollution Control Plan
3.4.3 Erosion, Sedimentation, And Pollution Control Plan Requirements
3.4.3.1 The Contractor shall submit a project specific Erosion, Sedimentation, and Pollution
Control Plan (ESPCP) (Submittal 3.4.2.1) for government review and approval prior to the start of work. The Contractor is prohibited from beginning land disturbing activities until the ESPCP has been approved by the Contracting Officer.
3.4.3.2 The Project Specific ESPCP shall include the following:
3.4.3.2.1 Base Project Information (Project Name, Project Number, Contact Information, Project Engineer, Project Inspector);
3.4.3.2.2 Contractor Information (Contractor Name, Contact Information, Supervisor Name, Supervisor Contact Info.);
3.4.3.2.3 Project Disturbed Area (acres);
3.4.3.2.4 Erosion & Sedimentation Control Plan (1/2 Scale Project Drawings). If the project drawings do not include Erosion and Sedimentation Control Plans, the Contractor is responsible for generating a plan in accordance with Cobb County and State of Georgia Requirements;
3.4.3.2.5 Erosion and Sedimentation Control Maintenance Procedures;
3.4.3.2.6 Best Management Practices for Storm Water Pollution Prevention;
3.4.4 Dobbins Storm Water Protection Requirements
3.4.4.1 No fuels, oils, acids, wastes, or other materials shall be permitted to enter these water resources directly or through storm drain inlets in accordance with Georgia Rule 391-3-03k
Water Quality Standards.
3.4.4.2 The Contractor is prohibited from pouring ANY material down a storm drain.
Exceptions to this requirement may be granted by the Contracting Officer after a written request for the discharge is approved by the government and is consistent with permit requirements.
3.4.4.3 If the Contractor believes he/she has encountered federally protected floodplains or wetlands not specified in the contract during the execution of work, the Contractor shall stop work on the site immediately and notify the Contracting Officer.
3.5 PETROLEUM OIL AND LUBRICANT (POL) USE AND MANAGEMENT
The Contractor is prohibited from filling vehicles or equipment on Dobbins with fuel using a tank or jerry can, and from adding oil, hydraulic fluid or lubricants to vehicles or equipment on
Dobbins. The Contractor is prohibited from storing gasoline, diesel, oil or hydraulic fluid on
Dobbins ARB. If the project requires the storage and use of POL, the Contractor shall immediately notify the Contracting Officer.
3.6 LANDSCAPE PROTECTION
The Contractor is prohibited from performing exterior work that can harm or threaten trees, shrubs, grass, and landscaping on Dobbins. The Contractor is prohibited from driving on any surface other than paved or graveled roads on Dobbins ARB. If the project requires exterior work, the Contractor shall immediately notify the Contracting Officer.
3.7 HAZARDOUS WASTE MANAGEMENT
The Contractor is prohibited from generating or disposing of any Hazardous Waste under the scope of this contract. If the Contractor generates hazardous waste not authorized under the scope of this contract, the Contracting Officer shall be notified immediately. The Contractor is responsible for management and disposal of such waste in accordance with federal, state, local, and base requirements.
3.8 PESTICIDES
The Contractor is prohibited from applying herbicides, insecticides, rodenticides, or pesticides under the scope of this project including commercially available aerosol cans.
3.9 RADIOACTIVE MATERIAL (RAM)
The Contractor is prohibited from disturbing any radioactive materials or using equipment or tools containing radioactive sources. This includes, but is not limited to: ionizing radiation emitters, non-ionizing radiation emitters, and lasers.
3.10 UNIVERSAL WASTE
The Contractor is prohibited from disturbing, removing, replacing or disposal of any universal wastes, including: fluorescent or High Intensity Discharge (HID) lamps (i.e. mercury vapor lamps); batteries; mercury thermostats; mercury switches; or anything containing mercury.
Ballasts associated with these lamps are to be managed as recyclable materials and are prohibited from disposal.
Base Operations
Bldg 737
New Fire Department OSP Rev1 11 Jul 2020
BLDG 755 COMM ROOM
144 STRANDS SM OS2 FIBER
(TERM 48 SM STRANDS / SRVC LOOP 96 STRANDS
SM)
48 STRANDS MM
(TERM 36 MM STRANDS /SRVC LOOP 12 STRANDS
MM)
50 PAIR PE89 COPPER TO IBET
SKETCH No. 1 rev1
737-MH1
LEGEND:
New Manhole
New Handhole
Existing Manhole
New Direct Bury
New Duct
Existing Direct Bury
Existing Duct
New Fire Dept Bldg 755
BLDG 737 COMM ROOM
144 STRANDS SM OS2 FIBER
(TERM 48 SM STRANDS / SRVC LOOP 96 STRANDS
SM)
48 STRANDS MM
(TERM 36 MM STRANDS /SRVC LOOP 12 STRANDS
MM)
TERM 50 PAIR PE89 COPPER TO IBET
File details come from the government source that posted it. Updated .