0-5_FA4427-13R0102_Atch_1_SPECS_Section_01_56_00.doc

IDC FACILITY DEMOLITION

FA4427-13-R-0102

30 JAN 2013

SECTION TABLE OF CONTENTS

DIVISION 01 – GENERAL

SECTION 01 56 00

ENVIRONMENTAL GENERAL REQUIREMENTS

1PART 1 GENERAL

11.1 REFERENCES

11.2 SUBMITTALS

11.3 NOTIFICATION OF NON-COMPLIANCE

11.4 SUBCONTRACTORS

11.5 ENVIRONMENTAL PERMITS AND CERTIFICATIONS

11.6 ENVIRONMENTAL FINES AND PENALTIES

21.7 DEFINITIONS

7PART 2 PRODUCTS (NOT APPLICABLE)

7PART 3 EXECUTION

73.1 GENERAL ENVIRONMENTAL REQUIREMENTS

83.1.1 Open Burning

83.1.2 Historical and Archeological Findings

83.1.3 Unidentified Materials

83.1.3.1 Asbestos Containing Material (ACM)

83.1.3.2 Lead-Based Paint (LBP)

83.1.3.3 Polychlorinated Biphenyls (PCBs)

93.1.3.4 Transformers

93.1.3.5 Building Demolition and Renovation

93.2 SOLID WASTE MANAGEMENT

93.2.1 References

93.2.2 Submittals

93.2.3 Management of Solid Waste

103.3 HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT

103.3.1 References

103.3.2 Submittals

103.3.3 Base HAZMART

113.3.4 Coordination Process for HAZMAT usage on Base

113.3.5 Bar-Coding/Tracking HAZMAT

113.3.6 Tracking Usage of HAZMAT

123.3.7 HAZMAT Storage

123.3.8 Best Management Practices (BMPs)

133.3.9 Spill Control and Clean Up

133.4 waste water and STORM WATER POLLUTION PREVENTION

133.4.1 References

13(a) State Water Resources Control Board Water Quality Order No. 2009-0009-DWQ, National Pollutant Discharge Elimination System (NPDES) Permit For Discharges Of Storm Water Runoff Associated With Construction Activities.

13(b) San Francisco Bay Basin Plan Objectives.

13(c) 60 AMW Storm Water Pollution Prevention Plan.

13(d) 60 AMW Sanitary Sewer Accidental Spill Prevention Plan.

13(e) Fairfield-Suisun Sewer District Permit #SIU-07/Zero 433-02.

13(f) Fairfield-Suisun Sewer District Ordinance #2008-003.

13(g) State Water Resources Control Board Water Quality Order No. 97-03-DWQ National Pollutant Discharge Elimination System (NPDES) Permit For Discharges Associated With Industrial Activities

133.4.2 Permit Registration Documents

143.4.3 Additional Documents

143.4.4 Termination Document

143.4.5 Permits

143.4.6 Sites Requiring Site Specific Construction Storm Water Permits

163.4.6.4 Risk Assessment

163.4.6.4.1 Type of Linear Underground/Overhead Projects

173.4.6.4.2 Combined Risk Level for General Construction Projects

173.4.6.5 Certifications

183.4.6.6 Fee

183.4.6.7 Site Inspections, Pollutant Monitoring and Reporting

203.4.6.8 Notice of Termination

203.4.7 Sites Not Requiring Site Specific Construction Storm Water Permits

203.4.8 Industrial Operations by Contractor After Construction is Complete

203.4.9 Water

203.4.9.1 Storm Water

213.4.9.2 Contained Storm Water

213.4.9.3 Non-Storm Water

213.4.9.3.1 Non-storm water discharges

223.4.9.4 Waste Water

223.4.9.4.1 Discharges to Sanitary Sewer

223.4.10 Correspondence

233.4.11 Sampling and Analyses

233.4.12 Wetlands

233.5 PETROLEUM OIL AND LUBRICANT (POL) USE AND MANAGEMENT

233.6 Natural and Cultural Resources

243.6.1 References

243.6.2 Submittals (RESERVED)

243.6.3 Protection of Landscape Features

253.6.4 Restoration of Damage to Landscape Features

253.6.5 Project Site Access

253.6.6 Temporary Excavation and Embankments

263.6.7 Post Work Cleanup

263.6.8 Cultural Resources

263.6.9 Land Use Controls

263.7 AFFIRMATIVE PROCUREMENT

263.7.1 References

273.7.2 Submittals

273.7.3 Certification

273.8 HAZARDOUS and Non-Hazardous WASTE MANAGEMENT

273.8.1 Reference:

273.8.2 Submittals

293.9 Soil Management

293.9.4 Backfill

293.9.5 Stockpiling

303.9.6 Soil Characterization

303.9.7 Disposal

303.9.8 Dumping

303.10 Air Quality

313.11 PESTICIDES

313.11.1 References

313.11.2 Submittals

313.11.3 Approval

313.11.4 Applicator Certification

313.11.5 Storage

313.11.6 Usage Report

323.11.7 Disposal

323.12 RADIOACTIVE MATERIAL (RAM)

323.12.1 Radiation Emitters

323.12.2 Ionizing Emitters

323.12.3 Non-Ionizing Emitters

333.12.4 Laser

333.13 Fluorescent Light Tubes and High Intensity Discharge (HID) Lamps

333.14 Spills

34ATTACHMENT 1 - Temporary Staging of Contaminated Soil

34ATTACHMENT 2 – MAP OF NATURAL RESOURCE PRESERVE AREAS ON TAFB

DIVISION 01- GENERAL

SECTION 01560

ENVIRONMENTAL GENERAL REQUIREMENTS

PART 1 GENERAL

The work covered by this Section consists of performing all work required for the prevention of environmental pollution on Travis AFB during, and as a result of, construction or service contract operations under this contract. The control of environmental pollution requires consideration of the effects of the activities of the Contractor on air, water, and land resources and base wide facility, utility and real property assets.

1.1 REFERENCES

The Contractor and all subcontractors shall comply with all applicable Federal, State, and local laws and regulations concerning environmental pollution control and protection, as well as the specific requirements included or referenced under these stated elsewhere in the contract specifications.

1.2 SUBMITTALS

Submittal requirements for this section are outlined in specific subsections.

1.3 NOTIFICATION OF NON-COMPLIANCE

Upon receipt of written notification on noncompliance from the Contracting Officer, the Contractor shall immediately take corrective action as directed by the Contracting Officer. If the Contractor fails or refuses to comply promptly, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. All costs associated with the correction and suspension of work shall be the sole responsibility of the Contractor.

1.4 SUBCONTRACTORS

The requirements of these specifications shall be included in any subcontract written under this contract. Compliance with the provisions of the specifications by subcontractors shall be the responsibility of the Contractor.

1.5 ENVIRONMENTAL PERMITS AND CERTIFICATIONS

The Contractor is responsible for obtaining all applicable environmental permits and certifications necessary to accomplish all work. Requirements for specific permits and certifications are included in subsequent subsections.

1.6 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.

1.7 DEFINITIONS

1.7.1 Accumulation

The temporary holding of hazardous waste during waste generation activities for a specific limit of time past the accumulation start date.

1.7.2 Air Pollution

The generation and/or release to the atmosphere of one or more air contaminants, as defined in 40 CFR 50, in the outdoor atmosphere in excess quantities of regulatory thresholds, or for a duration of time, that is determined by the Contracting Officer or his authorized representative, to be injurious to human health or which unreasonably interferes with enjoyment of life or use of property.

1.7.3 Bill of Lading

A shipping document containing information required by DOT for commodities and hazardous materials.

1.7.4 Conditionally Exempt Small Quantity Generator

There are no conditionally exempt small quantity generators on Travis AFB. All hazardous waste; to include Contractor generated hazardous waste must be properly handled, stored and disposed in accordance with the Travis AFB Hazardous Waste Management Plan.

1.7.5 Container

Title 22, Section 66260.10 defines a container as “any device that is open or closed, and portable in which a material can be stored, handled, treated, transported, recycled or disposed of.” Containers include portable tanks. Title 13, Section 1160.3(j) defines containers as any covered or uncovered receptacle to be used for transporting hazardous waste and having a capacity greater than 110 U.S. gallons (416.4 liters).

1.7.6 Characteristic Waste

Wastes are considered hazardous if containing one of the following characteristics: ignitable, corrosive, reactive or toxic. Note that California’s criteria for corrosive and toxic wastes are more inclusive than USEPA.

1.7.7 Disposal

Disposal is defined as the discharge, deposit, injection, dumping, spilling, leaking, or placing of any solid waste or hazardous waste into or on any land or water so that such solid waste or hazardous waste or any constituent thereof may enter the environment or be emitted into the air or discharged into the waters, including ground water.

1.7.8 Disposal Facility

A facility or part of a facility at which hazardous waste is intentionally placed into or on any land or water, and at which waste will remain after closure.

1.7.9 Disposal Site

The location where any final deposition of hazardous waste occurs.

1.7.10 Dust

Minute solid particles caused to be suspended by natural forces or by mechanical processes such as, but not limited to, the following operations: crushing, grinding, milling, drilling, demolishing, shoveling, conveying, covering, bagging, mixing, general vehicle operations and sweeping.

1.7.11 Environmental Pollution

The presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human life; affect other species of importance to man; or degrade the utility of the environment for aesthetic or recreational purposes.

1.7.12 Excluded Hazardous Waste

Any hazardous waste or mixture of hazardous wastes in which a significant percentage of the waste is recycled and reused at the same location the waste is originally generated. Excluded Recyclable Materials must be labeled and properly managed while being accumulated on site.

1.7.13 Extremely Hazardous Waste

The list of extremely hazardous wastes is provided in Title 22, CCR Section 66261.110.

1.7.14 Generator or Producer

Any person, by site, whose act or process produces hazardous waste, identified or listed in 40 CFR Part 261 or Chapter 11 of Title 22 CCR or whose act first causes a hazardous waste to become subject to regulation. Travis AFB is the generator for hazardous wastes generated on Base.

1.7.15 Hazardous Constituent

Hazardous constituent (a) constituent identified in Appendix VIII to Chapter 11 of CCR Section C; (b) any other element, chemical compound, or mixture of compounds which is a component of a hazardous waste or leachate and which has a physical or chemical property that causes the waste or leachate to be identified as a hazardous waste.

1.7.16 Hazardous Material (Hazmat)

Any substance defined by OSHA as a hazardous substance requiring a Material Safety Data Sheet, including, but not limited to, any chemicals, paints, adhesives, sealing compounds, strippers, glues, petroleum products, natural or synthetic gases, pesticides and all compounds containing hazardous substances.

1.7.17 HAZMART

The HAZMART is the central issuing, storing and tracking function for all hazardous materials used on Travis AFB.

1.7.18 Hazardous Waste (HW)

A waste is hazardous if it is listed as a hazardous waste or exhibits one or more of the following characteristics as defined in 40 CFR Part 261 and Section 66261.3 of Title 22 CCR: Ignitability, Corrosivity, Reactivity and/or Toxicity.

1.7.19 Incompatible Waste

A hazardous waste which is unsuitable for (a) placement in a particular device or facility because it may cause corrosion or decay of containment materials (e.g. container inner liners or tank walls); (b) commingling with another waste or material under uncontrolled conditions because the commingling might produce heat or pressure, fire or explosion, violent reaction, toxic dusts, mists, fumes, or gases.

1.7.20 Manifest

The shipping document, EPA Form 8700-22 (rev. March 2005), which is originated and signed by the generator in accordance with the instructions included in the appendix to Chapter 12 of Title 22 CCR.

1.7.21 Natural Resources

All plants, animals, and ecosystems existing within the boundaries of Travis Air Force Base.

1.7.22 Non-RCRA Hazardous Waste

All hazardous waste regulated in the State of California pursuant to Title 22 CCR, Section 66261.101 excluding waste regulated by the Resource Conservation and Recovery Act (RCRA) as defined in 40 CFR 261.

1.7.23 Open Burning

Any outdoor fire from which the products of combustion are emitted directly into the open air without passing through a stack, chimney, or duct.

1.7.24 Particulate Matter

Any material, liquid or solid, other than water, which is suspended in air or other gases.

1.7.25 Post-Consumer Material

Any material or finished product that has served its intended use and has been discarded for disposal or recovery having completed its life as a consumer item.

1.7.26 RCRA

Resource Conservation and Recovery Act (RCRA) is the federal statute used to regulate facilities that generate, treat, store, or dispose of hazardous waste.

1.7.27 RCRA Hazardous Waste

All RCRA hazardous wastes are identified in Part 261 of Title 40 of the Code of Federal Regulations and Title 22 CCR, Section 66261.100.

RCRA hazardous waste typically meets the characteristics of ignitability, corrosivity, reactivity, or toxicity; is a listed hazardous waste in CCR Article 4 and not excluded from 40 CFR Part 261, Subpart D by the USEPA pursuant to 40 CFR Sections 260.20 and 260.22; or is identified as a hazardous waste pursuant to Title 22 CCR Sections 66261.3 (a)(2)(B), 66261.3(a)(2)(D), 66261.3(a)(2)(B), or 66261.3(c)(2). A hazardous waste is presumed to be RCRA hazardous waste unless or until a generator determines that the waste is non-RCRA hazardous waste regulated under California law pursuant to Section 66261.101.

1.7.28 Recovered Material

Waste materials and by-products that have been recovered or diverted from solid waste, but not including those materials and by-products generated from, and commonly reused within, an original manufacturing process.

1.7.29 Recyclability

Ability of a product or material to be recovered from, or otherwise diverted from, the solid waste stream for the purpose of recycling.

1.7.30 Recyclable Material

A solid waste that is capable of being recycled, including, but not limited to, any of the following: (a) a residue; (b) a spent material, including but not limited to a used or spent stripping or plating solution or etchant; (c) material that is contaminated to such an extent that it can no longer be used for the purpose for which it was originally purchased or manufactured; (d) a byproduct listed in Section 66261.31 or Section 66261.32 Title 22 CCR; (c) any retrograde material that has not been used, distributed, nor reclaimed through treatment by the original manufacturer or owner by the later of the following dates: (1) one year after the date the material became a retrograde material; (2) if the material has been returned to the original manufacturer, one year after the material is returned to the original manufacturer.

Any material designated by 60 CES/CEA as of the date of this contract as having recyclable value and can be collected to reclaim that value. Typical recyclable materials include, but are not limited to: aluminum cans, asphalt, books, ceiling tiles, construction debris, corrugated cardboard, copper tubing, magazines, newspapers, office paper, used oil, metal cans, plastic bottles, glass bottles, scrap metals, tires, wire/metal cable and wood pallets.

1.7.31 Recycling

The series of activities, including collection, separation and processing, by which products or other materials are recovered from the solid waste stream for use in the form of raw materials in the manufacture of new products other than fuel for producing heat or power by combustion.

1.7.32 Residue

The hazardous materials remaining in a packaging, including a tank car, after its contents have been unloaded to the maximum extent practicable and before the packaging is either refilled or cleaned of hazardous materials and purged to remove any hazardous vapors.

1.7.33 Satellite Accumulation

Under Federal and State Law, a generator may accumulate up to 55 gallons of hazardous waste (or one quart of acutely or extremely hazardous waste) without a permit at the initial point of accumulation for up to one year, provided specific requirements are met. Not considered storage, see Title 22, CCR, Sections 66262.34(e)(1)(B) and 66262.35.

1.7.34 Solid Waste

Solid Waste is any discarded material. While there are some regulatory exclusions in 40 CFR 261.4(a),if these materials exhibit any characteristic of hazardous wastes under Title 22 CCR, Division 4.4, Chapter 11, Article 3, they may be regulated as California non-RCRA hazardous wastes under 22 CCR 66261.101(b)(2).

Thus, a Solid Waste is any material, liquid, gaseous or solid, that is deemed as waste 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 also includes, but is not limited to: chemicals, contaminated clothing, empty containers, garbage, packaging, construction and demolition debris, refuse and all other discarded materials that are generated during construction, industrial, residential, and commercial activities.

1.7.35 Spill

Any unauthorized or unpermitted release of a hazardous material outside of the primary container. The spill could be due to human error, faulty equipment, failed containers, or natural mishap.

1.7.36 Storage

The containment of hazardous waste, either for a temporary period or for a period of a year or potentially longer, in such a manner as not to constitute disposal or use of such hazardous waste.

1.7.37 Tank

A stationary device designed to contain an accumulation of hazardous waste which is constructed primarily of non-earthen materials (e.g., wood, concrete, steel, plastic) which provide structural support. A “portable tank” (without structural support, etc.) is defined as a container.

1.7.38 Treatment

Any method, technique, or process, including but not limited to, neutralization, filtration and dilution, designed to change the physical, chemical, or biological character or composition of any hazardous waste so as to render such waste non-hazardous, safer for transport, amenable for recovery, amenable for storage, or reduced in volume. This includes any activity or processing designed to change the physical form or chemical composition of hazardous waste so as to render it non-hazardous.

1.7.39 Universal Waste

Universal wastes are hazardous wastes that must be managed in compliance with the standards defined in 22 CCR, Division 4.5, Chapter 23 to avoid being managed under the stringent standards of other hazardous wastes. Examples of “universal” waste are:

(a) Batteries (as described in 22 CCR 66273.2)

(b) Mercury switches and thermostats (66273.4)

(c) Lamps (66273.5)

(d) Aerosol cans

(e) Electronic devices (66273.3) and cathode ray tubes (66273.6)

1.7.40 Vernal pool

A vernal pool is a seasonal wetland that occurs in California’s grasslands where soils are poorly drained. These pools are full of water in the winter rainy season and dry up in the spring and remain dry throughout the summer and most of the fall. Vernal pools on Travis AFB are protected federal wetlands and harbor many rare species of plants and animals, some of which are protected under the Endangered Species Act. Vernal pools must not be disturbed and must be protected from unnatural run-on and contamination.

1.7.41 Waste Prevention

Any change in the design, manufacturing, purchase, or use of materials or products (including packaging) to reduce their amount or toxicity before they are discarded. Waste prevention also refers to the reuse of products or materials.

1.7.42 Wetlands

Those areas that are inundated or saturated by surface or ground water at a frequency and duration under normal circumstances sufficient to support , and that normally do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, vernal pools and similar areas.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL ENVIRONMENTAL REQUIREMENTS

3.1.1 Open Burning

The Contractor is prohibited from open burning on Travis AFB.

3.1.2 Historical and Archeological Findings

If the Contractor has a reasonable suspicion he or she has discovered any item (bones, artifacts, structures, etc.) or area of historical or archaeological interest not specified in the contract during the completing of work, the Contractor shall leave the area undisturbed, render it safe for and from workers and the public, and immediately report the finding to the Contracting Officer.

3.1.3 Unidentified Materials

3.1.3.1 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.

3.1.3.2 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.

3.1.3.3 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 Travis AFB.

(a) The Contractor is responsible for properly managing PCBs and waste generated from PCB-contaminated materials including light ballasts. Proper management includes but is not limited to handling, marking, labeling, packaging, transporting, and disposing of PCBs. When managing PCBs, the Contractor must follow federal, state, and local standards. The Code of Federal Regulations (40 CFR 761) outlines procedures for handling PCBs above 50 parts per million (ppm). California also regulates PCBs as hazardous waste above five ppm.

(b) Because the danger PCBs pose to human health, the Contractor shall ensure measures are in-place to prevent injury to personnel, accidental releases, and environmental contamination. Spilled material must be cleaned-up promptly and reported to the Contracting Officer. If any amount of spilled material contacts, or has the potential to contact water, soil or any drain (sanitary or storm) the Contractor shall call 911 (4-4911 if utilizing telephone on base) immediately. Waste PCB material cannot remain on-site for more than 90 days. While in storage, the Contractor shall comply with all applicable requirements that govern PCB hazardous waste management. A representative from 60 CES/CEV must sign all manifests for PCBs destined for disposal. The Contractor must provide laboratory analysis for all manifested PCBs.

3.1.3.4 Transformers

The Contractor shall not use or install any equipment containing PCBs on Travis AFB.

3.1.3.5 Building Demolition and Renovation

The Contractor conducting demolition activities shall comply with the current version of the Travis AFB Asbestos Management Plan.

3.1.3.5.1 Buildings shall not be demolished without prior coordination with 60 CES/CEAN.

3.1.3.5.2 Buildings shall not be demolished or renovated without prior surveys for asbestos materials, lead-based paint, PCB and other hazardous materials.

3.1.3.5.3 The Contractor shall obtain the Contracting Officer’s written approval to proceed in advance of any demolition or renovation.

3.1.3.5.4 There shall be no visible emissions from the work site during demolition or renovation

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 this section.

3.2.1 References

a) Integrated Solid Waste Travis AFB Solid Waste Management Plan (Most Management Plan Current Version)

b) CCR Title 14, Division 7, Construction and Demolition and Inert Debris Chapter 3.0, Article 5.9 Transfer/Processing Regulatory Requirements

3.2.2 Submittals

3.2.2.1 Landfill, Recycling Facility & Transporter Information

3.2.2.2 Weight Receipts for Solid Waste Disposed and Materials Recycled

3.2.3 Management of Solid Waste

3.2.3.1 The Contractor shall be responsible for collecting all solid wastes generated under the scope of this contract. All Construction and Demolition debris (C&D) shall be recycled either onsite or at a C&D recycling facility. The Contractor shall segregate recyclable wastes (i.e. copper piping, asphalt, concrete, lumber, plastics, ceiling tiles, all scrap metal, etc.) and universal wastes (fluorescent lamps, ballasts, batteries, etc). Non-recyclable solid waste generated under the scope of this contract shall be taken to an approved landfill.

3.2.3.2 The Contractor shall determine the location of the recycling and/or disposal facilities to be used for all materials recycled and/or disposed of which will be generated from the work performed under this contract, as well as their method of transport. Within ten (10)calendar days after the Notice to Proceed (NTP), the Contractor shall submit the Landfill, Recycling Facility & Transporter Information (Submittal 3.2.2.1) including name, address, and phone number for each of the chosen facilities and transporters to the Contracting Officer for approval.

3.2.3.3 The Contractor shall collect all solid wastes generated during the performance of the contract in a container/area provided by the Contractor and approved by the Contracting Officer. The Contractor shall provide appropriate containers for the collection and segregation of solid wastes, recyclables, and C&D debris generated directly and indirectly by work under this Contract. The Contractor is prohibited from using base dumpsters or other waste receptacles for the disposal of any solid wastes. All solid wastes shall be reclaimed, recycled, or disposed of prior to completion of work on Travis AFB.

3.2.3.4 As proof of proper disposition of solid wastes, the Contractor shall provide legible Weight Receipts for Solid Waste Disposed and Materials Recycled (Submittal 3.2.2.2) bearing the name, address, and phone number of the receiving facilities for every load of materials delivered. The weight ticket shall detail the type of material, weight of the material in pounds, the date of the transaction, and a signature from a representative of the receiving facility. Receipts shall be submitted to the Contracting Officer within ten (10) calendar days after the transaction.

3.3 HAZARDOUS MATERIALS (HAZMAT) MANAGEMENT

The Contractor is authorized to use hazardous materials under the scope of this contract in accordance with this section.

3.3.1 References

(a) AFI 32-7086 Air Force Instruction, AMC Supplement 1 Hazardous Materials Management (January 2006)

(b) Spill Contingency Plan 60 AMW Integrated Contingency Plan for Oil and Hazardous Substances Spill Prevention and Response (Most current version)

3.3.2 Submittals

3.3.2.1 Completed AF Forms 3952

3.3.2.2 Material Safety Data Sheets (MSDSs)

3.3.2.3 Contractor’s Field Location Sketch

3.3.3 Base HAZMART

The Contractor shall participate in the Base HAZMART program to the extent described in this contract as required by AFI 32-7086, AMC Supplement 1. Participation shall include:

(a) Designation of a single individual who has experience and knowledge of HAZMAT issues;

(b) Provision of MSDSs for all HAZMAT to be used or stored on base;

Limited storage of HAZMAT on base;

Coordination of all HAZMAT used or stored on base from the Base HAZMART; to include HAZMAT bar-coding and tracking Implementation of Best Management Practices (BMPs) to prevent spills and other releases to the environment to meet NFPA, OSHA, and RCRA requirements;

Participation in an accurate exit inventory of materials used on base at the end of the contract.

3.3.4 Coordination Process for HAZMAT usage on Base

3.3.4.1 Within ten (10) days of the NTP, the Contractor shall submit to the Contracting Officer completed copies of AF Forms 3952 (Submittal 3.3.2.1) for all HAZMAT to be used. The Contracting Officer will provide blank AF Forms 3952 to the Contractor at the preconstruction meeting. Within ten (10) days of the NTP, the Contractor shall also submit to the Contracting Officer one (1) legible copy of the most current MSDSs (Submittal 3.3.2.2) for each HAZMAT item to be used during the performance of work under this contract. As soon as the coordination is completed, the Contractor may bring bar-coded HAZMAT onto Travis AFB. The Contractor is prohibited from bringing HAZMAT onto Travis AFB prior to receiving bar-codes from the Base HAZMART.

3.3.4.2 The Contractor shall maintain a current MSDS on base for each HAZMAT item at the site where the HAZMAT is being stored or used, and shall make the MSDSs available for inspection upon request from the Contracting Officer.

3.3.5 Bar-Coding/Tracking HAZMAT

3.3.5.1 The Contractor shall contact the Base HAZMART (707-424-2689) between 0800 hours and 1400 hours within 1 hour of bringing approved HAZMAT onto the base for use to arrange for bar-coding of all HAZMAT.

3.3.5.2 The Base HAZMART manager will compare HAZMAT items to those listed on submittals 3.3.2.1: AF Forms 3952 and 3.3.2.2: Material Safety Data Sheets (MSDSs) to ensure they are exactly the same. If they do not match, the HAZMAT cannot be bar-coded until authorized per paragraph 3.3.4.1. The Base HAZMART manager will then issue barcodes to be placed on each HAZMAT container. The Contractor shall ensure that all hazmat containers are bar-coded prior to transporting hazmat on base. Barcodes shall not be destroyed, mutilated, covered, or otherwise made illegible to a barcode reader prior to the exit inventory for the HAZMAT. If additional HAZMAT is brought onto the base after initial registration, the Contractor shall contact the Base HAZMART and request bar-coding immediately.

3.3.5.3 Unregistered HAZMAT (containers without a HAZMAT barcode) will be reported to the Contracting Officer upon discovery, the Contractor may be directed to stop work and remove any unregistered hazardous materials from the base.

3.3.6 Tracking Usage of HAZMAT

3.3.6.1 Contractor shall submit barcodes from empty HAZMAT containers to the HAZMART for processing.

3.3.6.2 The Contractor shall contact the Base HAZMART Manager to arrange an exit inventory to be completed by the Base HAZMART Manager as soon as HAZMAT items are no longer needed on site and prior to disposal or transport off base. HAZMAT shall not be disposed of, or transported off base, prior to the exit inventory. Partial and full containers of HAZMAT must be reported to the HAZMART.

3.3.7 HAZMAT Storage

3.3.7.1 The Contractor shall store all HAZMAT in a designated HAZMAT storage area. The Contractor shall receive at least one assessment prior to storing HAZMAT to ensure their HAZMAT storage area is in compliance with HAZMAT storage requirements of AFOSHSTD 91-68, 3.3.

3.3.7.2 The Contractor shall ensure that all Best Management Practices in paragraph 3.3.8 of this section are in place while HAZMAT is being used or stored on base.

3.3.7.3 The location on Government Property of the Contractor's field office, storage and other facilities required for the performance of the work shall be upon cleared areas of the job site, areas to be cleared, or other areas designated by the Contracting Officer. The Contractor shall submit a sketch showing the location of the areas designated for temporary field offices, equipment storage, material storage and staging. The sketch shall be submitted for government review prior to commencement of work. 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 drip line of any tree without being depicted on the drawings and being approved by the Contracting Officer

3.3.8 Best Management Practices (BMPs)

3.3.8.1 NFPA and OSHA required or specified flammable material and corrosive material storage lockers shall be used for the storage of all HAZMAT.

3.3.8.2 The Contractor shall ensure that the segregation of incompatible materials is accomplished at all times in his or her field office, storage, staging, and work areas in accordance with AFJMAN 23-209, Chapter 4.

3.3.8.3 Ensure the use of protective measures such as drop cloths and tarpaulins when using HAZMAT to keep the work and storage areas free from drips and spills.

3.3.8.4 Keep all containers closed when not in use. At the end of the workday, or when finished using any material, return the container to a proper storage area.

3.3.8.5 Do NOT store HAZMAT outdoors where it can be exposed to precipitation.

3.3.8.6 Follow all manufacturer's recommendations for storage and use of HAZMAT.

3.3.8.7 Ensure that all employees are given proper training in the use of the HAZMAT onsite and all personal protective equipment necessary for the use of HAZMAT on Travis AFB.

3.3.8.8 MSDSs for each HAZMAT item being used are required by OSHA to be available onsite to employees. The Contractor shall have current copies available at all times where employees can access them.

3.3.9 Spill Control and Clean Up

The Contractor shall be responsible for the cleanup and disposal of all spilled materials whether or not they are HAZMAT. This includes all materials use to contain and absorb the spill. Spilled material must be cleaned-up promptly and reported to Contracting Officer. If any amount of spilled material contacts, or has the potential to contact water, soil or any drain (sanitary or storm) the Contractor shall call 911 (4-4911 if utilizing telephone on base) immediately. Spills of HAZMAT or hazardous waste shall be managed in accordance with the current 60 AMW Integrated Contingency Plan for Oil and Hazardous Substances Spill Prevention and Response for Travis AFB. Disposal of wastes generated from spill cleanup shall be the Contractor's responsibility and be in accordance with paragraph 3.2 and 3.8 of this section.

3.4 waste water and STORM WATER POLLUTION PREVENTION

The Contractor may be required to perform land disturbing activities and facility work under the scope of this project. The Contractor shall comply with requirements in References (a) through (g) and any other applicable Federal, State, and local regulations to minimize or prevent contaminated storm water runoff and illicit discharges to the sanitary sewer.

3.4.1 References

(a) State Water Resources Control Board Water Quality Order No. 2009-0009-DWQ, National Pollutant Discharge Elimination System (NPDES) Permit For Discharges Of Storm Water Runoff Associated With Construction Activities.

(b) San Francisco Bay Basin Plan Objectives.

(c) 60 AMW Storm Water Pollution Prevention Plan.

(d) 60 AMW Sanitary Sewer Accidental Spill Prevention Plan.

(e) Fairfield-Suisun Sewer District Permit #SIU-07/Zero 433-02.

(f) Fairfield-Suisun Sewer District Ordinance #2008-003.

(g) State Water Resources Control Board Water Quality Order No. 97-03-DWQ National Pollutant Discharge Elimination System (NPDES) Permit For Discharges Associated With Industrial Activities

3.4.2 Permit Registration Documents

(a) Notice of Intent

(b) Site Maps and Drawings (c) Storm Water Pollution Prevention Plan

(d) Risk Assessment (Standard or Site Specific) (e) Post Construction Water Balance Calculator

(f) Certification

(g) Fee

3.4.3 Additional Documents

(a) Compliance Status Reports

(b) Construction Site Inspection Forms upon request

3.4.4 Termination Document

(a) Notice of Termination

3.4.5 Permits

Federal, state and local regulations require site specific construction storm water permits for construction sites meeting certain criteria. Permits, or prior authorization, are also required to discharge waste water generated by construction activities to the sanitary sewer.

The Contractor shall not begin construction or discharge waste water to the sanitary sewer until all required permits and authorizations have been obtained by the Contracting Officer. The Contractor shall not independently apply for or obtain storm water or waste water permits or seek any form of information or authorization directly from regulatory agencies.

The Contractor is responsible for providing all required construction storm water and waste water documents and fees to the Contracting Officer.

3.4.6 Sites Requiring Site Specific Construction Storm Water Permits

Site specific construction storm water permits are required for all construction sites which disturb 1 acre or more of soil and/or create an area 1 acre or more of erodible material. Soil disturbance includes all excavating, trenching, grading and associated soil piles; grubbing; lay down areas, parking and access roads on unimproved surfaces; soil and debris piles on any surface. Other sites which require construction storm water permits include sites less than 1 acre that are part of a larger common plan of development that totals 1 acre or more and construction sites which the Contracting Officer determines pose a significant threat to storm water runoff. For construction sites that meet these criteria, the Contractor shall provide Permit Registration Documents in 3.4.2 electronically, except the fee, which must be in check form and made payable to the State Water Resources Control Board. Permit Registration Documents and fee must be received by the Contracting Officer at least 14 days before construction begins.

3.4.6.1 The Contractor shall complete a Notice of Intent on the electronic form provided by the Contracting Officer. Guidelines for completing a Notice of Intent will be included. These guidelines are specific for construction activity on Travis AFB and must be obtained from the Contracting Officer and followed precisely.

3.4.6.2 Site Maps and Drawings

The Contractor shall provide site maps and drawings that comply with all requirements in Reference (a) Attachment A for Linear Underground/Overhead Projects and Attachment B for all general construction projects.

Site Map(s) Includes:

(a) The project’s surrounding area (vicinity)

(b) Site layout

(c) Construction site boundaries

(d) Drainage areas (e) Storm drain inlets (f) Discharge locations

(g) Sampling locations

(h) Areas of soil disturbance (temporary or permanent)

(i) Active areas of soil disturbance (cut or fill)

(j) Locations of all runoff BMPs

(k) Locations of all erosion control BMPs

(l) Locations of all sediment control BMPs

(m) ATS location (if applicable)

(n) Locations of sensitive habitats, watercourses, or other features which are not to be disturbed

(o) Locations of all post-construction BMPs

(p) Locations of storage areas for waste, vehicles, service, loading/unloading of materials, access (entrance/exits) points to construction site, fueling, and water storage, water transfer for dust control and compaction practices

3.4.6.3 Storm Water Pollution Prevention Plan

The Contractor shall provide a Storm Water Pollution Prevention Plan (SWPPP) in an electronic format (unprotected on a rewritable CD), to the Contracting Officer at least 14 days before construction begins. The Contractor shall ensure that the SWPPP for all traditional project sites are developed and amended or revised by a Qualified SWPPP Developer. The SWPPP shall be designed to address the following objectives:

(a) All pollutants and their sources, including sources of sediment associated with construction, construction site erosion and all other activities associated with construction activity are controlled;

(b) Where not otherwise required to be under a Regional Water Board permit, all non-storm water discharges are identified and either eliminated, controlled, or treated;

(c) Site BMPs are effective and result in the reduction or elimination of pollutants in storm water discharges and authorized non-storm water discharges from construction activity to the BAT/BCT standard;

(d) Calculations and design details as well as BMP controls for site run-on are complete and correct, and

(e) Stabilization BMPs installed to reduce or eliminate pollutants after construction are completed.

To demonstrate compliance with requirements of this General Permit, the Qualified SWPPP Developer shall include information in the SWPPP that supports the conclusions, selections, use, and maintenance of BMPs.

The Contractor shall make the SWPPP available at the construction site during working hours while construction is occurring and shall be made available upon request by a State or Municipal inspector. When the original SWPPP is retained by a crewmember in a construction vehicle and is not currently at the construction site, current copies of the BMPs and map/drawing will be left with the field crew and the original SWPPP shall be made available via a request by radio/telephone.

The SWPPP shall include all information required in Reference (a), Attachment A for Linear Underground/Overhead projects, Attachment C for Risk Level 1 general construction projects, Attachment D for Risk Level 2 general construction projects and Attachment E for Risk Level 3 general construction projects. The Contractor must update this Plan electronically as required and immediately provide a copy to the Contracting Officer. A copy must be kept by the Contractor on site.

3.4.6.4 Risk Assessment

For periods of soil exposure (i.e. grading and site stabilization) the Contractor shall calculate the Type of Linear Underground/Overhead Projects or the Combined Risk Level for general construction projects. The Type of Linear Underground/Overhead Projects or Combined Risk Level of general construction projects will determine the level of visual inspections, pollutant monitoring and reporting required. The Contractor must document in the SWPPP how the Type or Risk Level was determined and include calculations and supporting documentation such as known or measured soil type, measured sheet flow and average watershed slope. If the Contractor arrives at more than one Type or Risk Level determination because a project is accomplished in phases, the Regional Water Board may choose to break the project into separate levels of implementation.

3.4.6.4.1 Type of Linear Underground/Overhead Projects

The Contractor must determine Type of Linear Underground/Overhead Project being constructed using the flow chart in Reference (a) Attachment A.1 by matching the Sediment Risk to the Receiving Water Risk. For Linear Underground/Overhead Projects only the Receiving Water Risk is considered “Medium” because Travis AFB is located within a sensitive watershed but not within the flood plane of a sensitive receiving water body.

To determine the Sediment Risk, the Contractor must calculate and multiply together the R Factor, the K Factor (soil erodibility factor) and LS Factor (the effect of topography on erosion).

The R Factor must be calculated using the EPA on-line calculator at http://cfpub.epa.gov/npdes/stormwater/LEW/lewCalculator.cfm.

The soil erodibility factor K must be calculated using the Erickson Triangular Nomograph in Reference (a) Appendix 1. The Contractor must conduct a soil particle size analysis of the actual construction site using method ASTM D-422.

The LS factor must be calculated from the table in Reference (a) Appendix 1 using the actual average watershed slope and sheet flow length of the construction site.

The Sediment Risk Factor must then be determined using the Sediment Risk Factor Worksheet in Reference (a) Appendix 1 and the product of R*K*LS.

3.4.6.4.2 Combined Risk Level for General Construction Projects The Contractor must determine the Combined Risk Level for general construction projects by matching the Sediment Risk to the Receiving Water Risk in the Combined Risk Level Matrix in Reference (a) Appendix 1. For general construction projects only the Receiving Water Risk is considered “High” Because the receiving waters around Travis AFB are tributaries to waters designated as COLD, SPAWN, MIGRATORY.

To determine the Sediment Risk, the Contractor must follow the steps in 3.4.6.4.1 above.

3.4.6.5 Certifications

To ensure that water quality is being protected, the Contractor must ensure that the SWPPP is written, amended, and certified by a Qualified SWPPP Developer. A Qualified SWPPP practitioner must implement the SWPPP and all BMPs required by this General Permit as well as conduct storm water visual observations, pollutant monitoring and reporting.

A Qualified SWPPP Developer (QSD) must possess one of the following eight certifications and or registrations and appropriate experience, as required:

(a) A California registered professional civil engineer;

(b) A California registered professional geologist or engineering geologist;

(c) A California registered landscape architect;

(d) A professional hydrologist registered through the American Institute of Hydrology;

(e) A Certified Professional in Erosion and Sediment Control (CPESC) TM registered through Enviro Cert International, Inc.;

(f) A Certified Professional in Storm Water Quality (CPSWQ) TM registered through Enviro Cert International, Inc.; or

(g) A professional in erosion and sediment control registered through the National Institute for Certification in Engineering Technologies (NICET);

Effective two years after the adoption date of this General Permit, a QSD shall have attended a State Water Board-sponsored or approved QSD training course.

The Contractor shall list the name and telephone number of the currently designated QSDs in the SWPPP.

Effective two years from the date of adoption of this General Permit, a Qualified SWPPP Practitioner (QSP) shall be either a QSD or have one of the following certifications:

(a) A certified erosion, sediment and storm water inspector registered through Enviro Cert International, Inc.; or

(b) A certified inspector of sediment and erosion control registered through Certified Inspector of Sediment and Erosion Control, Inc.

Effective two years after the adoption date of this General Permit, a QSP shall have attended a State Water Board-sponsored or approved QSP training course.

The Contractor shall include in the SWPPP a list of names of all subcontractors and individuals who will be directed by the QSP. This list shall include telephone numbers and work addresses. Specific areas of responsibility of each subcontractor and emergency contact numbers shall also be included.

The Contractor shall ensure that the SWPPP and each amendment is signed by the QSD. The Contractor shall include a listing of the date of initial preparation and the date of each amendment in the SWPPP.

3.4.6.6 Fee

The Contractor shall provide the appropriate fee to the Contracting Officer along with the PRDs. The Contractor must calculate the fee, based on the area of disturbance, rounded up to the nearest acre, using the State Water Resources Control Board’s guidelines and fee table for construction activities contained in Reference (a). The Contractor shall not include the 21% ambient water monitoring surcharge in the calculation for construction on federal facilities.

3.4.6.7 Site Inspections, Pollutant Monitoring and Reporting

The Contractor shall perform site inspections, pollutant monitoring and reporting according to requirements in Reference (a), Section I, Paragraph J, Reference (a) Attachment A for Type 1, 2 and 3 Linear Underground/Overhead projects, Attachment C for Risk Level 1 general construction projects, Attachment D for Risk Level 2 general construction projects and Attachment E for Risk Level 3 general construction projects.

The Contractor shall take all necessary actions described in Reference (a) whenever Narrative Effluent Limitations or Numerical Effluent Limits are exceeded.

If Numeric Effluent Limits are exceeded the Contractor shall report the exceedance immediately to the Contracting Officer and 60 CES/CEAN.

Qualified persons shall conduct inspections of the construction site prior to anticipated storm events, every 24 hours during extended storm events, and after storm events to evaluate the adequacy of existing BMPs and determine if additional BMPs are necessary. Before August 1 of every year of construction, the Contractor shall evaluate the site, review site inspection records and complete and provide submittal 3.4.2.4, Compliance Status Report for the Construction Storm Water General Permit, to the Contracting Officer. The report shall describe the current project status including but not limited to grading, site disturbance, current and planned erosion and sediment control practices (BMPs), and upcoming events such as project completion and land disturbances. A final Compliance Status Report shall be completed and submitted to the Contracting Officer at the time construction is complete. The final report shall cover the period of time between the last Compliance Status Report and the completion of construction. Status reports shall contain complete lab analyses or field measurement results of all sampling and monitoring conducted during the reporting period.

Monitoring for pH and Turbidity shall be accomplished in the field with calibrated portable instruments.

Guidelines for completing the annual status report are contained in Reference (a). A copy of the forms and guidelines titled “ANNUAL COMPLIANCE STATUS REPORT FOR THE CONSTRUCTION STORM WATER GENERAL PERMIT” accompany each site specific construction storm water permit and are available from the Contracting Officer.

Contractors shall prepare and submit an Annual Report no later than August 1 of each year to the Contracting Officer. The Contractor shall certify each Annual Report in accordance with the Special Provisions.

Contractors shall retain an electronic or paper copy of each Annual Report for a minimum of three years after the date the annual report is filed.

The Contractor shall include storm water monitoring information in the Annual Report consisting of:

(a) A summary and evaluation of all sampling and analysis results, including copies of laboratory reports;

(b) Analytical method(s), method reporting unit(s), and method detection limit(s) of each analytical parameter (analytical results that are less than the method detection limit shall be reported as "less than the method detection limit");

(c) A summary of all corrective actions taken during the compliance year;

(d) Identification of…