SOW.13-9008.doc

STATEMENT OF WORK

Version 5.1

KYJM 13-9008 Repair Roof and Masonry, 133 15 Oct 12 GENERAL: The work covered by this contract consists of, but is not limited to, the furnishing of all plant, labor, services, tools, materials, equipment, transportation, supervision and all miscellaneous requirements needed to perform all operations in conjunction with the effort to accomplish the Scope of Work below. All work shall be done in conformance with applicable sections of the attached Environmental Protection Specification, the project specifications, project drawings, Federal, State and Miami-Dade Department of Environmental Management (DERM) codes and regulations, and OSHA requirements. The term, Contractor, shall be interpreted to mean the prime contractor and all its subcontractors. The term, Contracting Officer, shall mean the Contracting Officer and/or designated representatives.

SCOPE OF WORK

1. SITE LOCATION: Homestead Air Reserve Base (HARB), Florida. Bldg 133.

2. EXISTING BUILDING ROOF AND IN-SCOPE WORK:

2.1. Reference as-built drawings. The building consists of three level roofs. All roofs except the portico consists of a ballasted built-up roof over rigid insulation over a metal deck with a ¼-in per LF structural slope. The portico roof consists of a ballasted built-up roof over a structural concrete elevated slab with a ¼-in per LF structural slope. The roof has incurred minor roof repairs after Hurricane Andrew in the early 1990s.

2.2. The parapets consists of structural block and face block topped by a poured concrete cap the same width as the wall, with a metal coping, approximately 14-in total width. Much of the coping was damaged in Hurricane Andrew and a smaller metal coping substituted in its place.

2.3. A new building addition is to be installed by others, before, during or after this project. This addition will be on the northernmost side of the building (not shown in attached as-built drawing). The roofing project herein does not include roofing for this new addition, nor the coping / expansion joint on the interface parapet to the new addition (approximately 34 LF interface).

3. EXISTING BUILDING PHOTOGRAPHS:

4. DEMOLITION: Demo existing roofing system to the structural deck (approximately 6,500 SF). Demo all metal copings except for the coping of the high bay north parapet. Demo includes counterflashing, all roof drains / pans / strainers, overflow scuppers, and expansion joints.

5. INSTALLATION:

5.1. Roofing: Provide new modified built-up roofing system for the existing building (approximately 6,500 SF). Match slopes and cricket patterns shown in as-built drawings. New roofing shall be designed and installed for a minimum uplift of 90 PSF within 5-LF of all parapets / edges and corners, and 62 PSF elsewhere. Counterflashing shall be the reglet type at the existing locations against all wall interfaces. On parapets, the counterflashing may be incorporated under / with the new coping. Roofing insulation shall be a minimum thickness required for min R=15 over the high bay storage room, min R=30 everywhere else except the portico, and no insulation requirement for the portico. Provide tapered insulation only as may be necessary for crickets and around drains and overflow scuppers as necessary for proper drainage where the insulation thickness may also be reduced. Work includes counterflashing, roof drains / pans / strainers, overflow scuppers, expansion joints, accommodation of penetrations, and all other work incidental to a complete and usable roofing system.

5.2. Coping: Coat the top of the concrete parapet caps with a bituminous primer, base-sheet membrane and tapered insulation as indicated below. Use of self-adhesive vapor barrier (IAW Section 07 13 53) is also an acceptable alternative to base sheet when submitted with a manufacturer-recommended adhesive for tapered insulation. Provide new plywood blocking, continuous cleats and pre-finished metal coping as indicated. The copings shall extend down to the top of split-face block.

5.3. For all exterior walls except the existing storage bay north-facing wall, repoint 60% of the most deteriorated joints in exterior face block IAW Section 04 20 01 Masonry Repointing, including all face block joints with metal angle lintels over windows and door frames. The west side of the building pointing appears slightly worse than the east side. Mortar color to generally match the existing block. Replace deteriorated joint sealants in exterior wall system, including expansion joints. All scaffolding IAW OSHA practice.

6. PERFORMANCE PERIOD: All Contractor work shall be accomplished within 120 calendar days, including any time for submittals and shipping and handling of equipment.

7. DRAWINGS: 2 as-built drawings included for information purposes.

8. AS-BUILT DRAWINGS: The Contractor will be required to supply one as-built roof plan drawing when the work is completed. The as-built drawing shall include one hardcopy and one AutoCad 2009 or later copy on CDROM. The Contractor will also provide copies of any spec sheets for installed equipment. The job will not be considered completed until after these items are supplied.

9. EXISTING FACILITIES: The existing dimensions and locations of both above ground and below ground facilities shown on the applicable drawings and/or excavation permit are for approximation purposes only. Failure to verify the dimensions and locations before commencing work will be at the Contractor’s risk and shall not relieve the Contractor from accomplishing the work required by the contract at the price awarded by the government.

10. WORKING HOURS: The normal hours of work at HARB are from 0730 to 1630 hours, Monday through Friday, excluding holidays. Access to work sites may be restricted to these hours and days. All other hours shall be considered non-regular time and must be requested in writing to the Contracting Officer 72 hours in advance. Work that requires inspection during accomplishment or that prevents inspection of previous work after accomplishment during normal hours must be coordinated in advance with the Contracting Officer and associated additional costs deducted from the final payment of the contract amount.

11. NOTIFICATION RESPONSIBILITIES: The Contractor shall notify HARB/CEC, via phone or E-mail, a minimum of 24 hours in advance of: (1) initially starting work or starting work after a multi-workday pause, (2) ceasing work for a multi-workday pause, and (3) deliveries of major materials or equipment.

12. CONTINUED USE OF FACILITES: Surrounding buildings and utilities will continue in use during this contract. Work and work areas shall be scheduled at least 24 hours in advance of anticipated time of accomplishments. Work shall be performed in a manner to create minimum disturbance and inconvenience to personnel. Contractor’s personnel will be limited to work areas.

13. CONTRACTOR BID QUALIFICATIONS: The contractor shall provide the following information in their bid. Bids not containing this information shall be considered non-performing.

13.1. NRCA: The contractor shall be a member of the National Roofing Contractors Association. Provide certificate.

13.2. State of Florida License: The contractor shall have a State of Florida Roofing Contractor License. Provide license number and certificate.

13.3. Applicator Certifications: Provide written certification that the firm is an approved, authorized or licensed applicator by any 2 of the following list of roof product manufacturers to include at least one modified built-up roofing system and one single ply / EPDM product, both currently and for a minimum of the past 4 years.

· Carlisle Syntec

· Centimark Corp.

· Cooley Roofing Systems

· Custom Seal

· Duro-Last Roofing Inc.

· Ecology Roof Systems

· Firestone Building Products

· GAF Materials Corporation

· GenFlex Roofing Systems

· Kelly Company

· Johns Manville

· Mule-Hide Products

13.4. In order to demonstrate that the bidder understands the requirements of the project, the bid shall include the a Miami-Dade Notice of Acceptance (NOA) for their selected roof system with all options indicated for the roof deck and uplift requirements for Building 133 IAW Specifications. (Alternate selections may still be submitted for approval during the post-award material submittal process.)

14. SITE SUPERVISOR: The job foreman or site superintendent shall be on the payroll of the contractor; shall be on site daily for a majority of sub-contractor work; and shall be conversant in English.

15. CONTRACTOR STORAGE: An on-site open and/or closed storage area for Contractor project material may be designated and set-aside by the Contracting Officer. Additional storage areas will not be provided, unless approved by the Contracting Officer. Security of the storage area and project materials shall be the responsibility of the Contractor. The Contractor shall keep the storage area neat, orderly and clear of all debris. The Contractor shall not allow trash or other debris to be scattered from his area by wind or other means. All storage areas will be kept clear of weeds and trash.

16. EXCAVATION PERMITS: N/A

17. OPEN FLAME, WELDING PERMITS: The Contractor must receive a permit for any welding or other open flame work to be done on base from the base Fire Department before such work is performed.

18. UTILITIES SERVICE: The Contractor may access available utilities (electricity and water) at the construction site. Any utility hook-up costs shall be at the Contractor’s expense. No utilities will be provided by the government at any contractor open storage area. All taps from fire hydrants shall make use of approved backflow prevention devices according to risk as described in UFC 3-230-02 Paragraph 10.4.

19. ELECTRICAL SERVICE AND COMMUNICATIONS FACILITIES: The Contractor will not disturb electrical and/or communications facilities and wiring. Where such facilities require removal for accomplishment of the task, the Contractor shall notify the Contracting Officer at least seven calendar days in advance of the requirement, for the accomplishment of such removals by the Government. The Contractor shall allow the telephone company and communication personnel access to the systems required. If damage by construction activities occurs, the Contractor shall restore service within 24-hours with no cost to the government.

20. SUMMARY FLOWCHART OF MATERIAL AND WASTE STREAM HANDLING:

21. SALVAGEABLE MATERIALS: All materials not reused in the project according to the applicable drawings or as specified herein, will be designated as either salvageable or unsalvageable by the Contracting Officer.

21.1. Salvageable materials shall remain the property of the government and shall be disposed of by the Contractor as directed by the Contracting Officer. Materials to be removed shall be removed without damage to adjacent areas. All damage resulting from removal shall be repaired by the Contractor at no cost to the government with materials of like nature, type, and construction as were damaged or with materials to match existing adjacent areas.

21.2. Unsalvageable materials shall be considered Construction and Demolition Wastes.

22. RECYCLING, CONSTRUCTION & DEMOLITION WASTES: The Contractor shall separate and handle all hazardous wastes according to the Environmental Protection Statement. All remaining non-hazardous and non-water soluble waste shall be considered construction and demolition (C&D) waste. The Contractor shall contact the base Civil Engineering Environmental Flight recycling program manager for disposition of potentially recyclable materials. The Contractor will then be responsible for providing recycling containers and contacting the recommended agencies for pickup or delivery. The Contractor will provide the Environmental Flight with receipts showing the disposition of recyclables to include weights, dates received and signatures of the accepting organization.

22.1. Recyclables: Recyclables include all materials classified as "construction and demolition debris" by Florida Administrative Code 62-701.200 (27): “Construction and Demolition Debris” means discarded materials generally considered to be not water soluble and non-hazardous in nature, including but not limited to steel, glass, brick, concrete, asphalt material, pipe, gypsum wallboard, and lumber, from the construction or destruction of a structure as part of a construction or demolition project or from the renovation of a structure, including such debris from construction of structures at a site remote from the construction or demolition project site. The term includes rocks, soils, tree remains, trees, and other vegetative matter which normally results from land clearing or land development operations for a construction project; clean cardboard, paper, plastic, wood, and metal scraps from a construction project; effective January 1, 1997, except as provided in Section 403.707(13)(j), F.S., unpainted, non-treated wood scraps from facilities manufacturing materials used for construction of structures or their components and unpainted, non-treated wood pallets provided the wood scraps and pallets are separated from other solid waste where generated and the generator of such wood scraps or pallets implements reasonable practices of the generating industry to minimize the commingling of wood scraps or pallets with other solid waste; and de minimis amounts of other nonhazardous wastes that are generated at construction or demolition projects, provided such amounts are consistent with best management practices of the construction and demolition industries. Mixing of construction and demolition debris with other types of solid waste will cause it to be classified as other than construction and demolition debris.

22.2. Non-recyclables: In the event that the waste cannot be recycled, the waste becomes the property of the Contractor and may be disposed in accordance with all applicable state, federal and local statutes, regulations, and executive orders in effect at the time of disposal.

23. SUBMITTALS: Required submittals are itemized on AF Form 66, Schedule of Material Submittals, and are to be submitted on AF Form 3000, Material Approval Submittal. Any proposed deviation to these specifications will require submittal to the Contracting Officer. Each submittal shall include information as described in the technical specifications or as shown on the drawings. Once an item of material or equipment has been approved, the Contractor will not be required to re-submit with the following exception: If, at any time during the duration of this contract, the Contractor desires to change materials from those originally approved, his new materials shall be resubmitted to and approved by the Contracting Officer prior to incorporation into the project.

ENVIRONMENTAL PROTECTION SPECIFICATION

1. GENERAL: The work covered by this section consists of furnishing all labor, materials and equipment and performing all work required for the prevention of environmental pollution during and as the result of construction operations under this contract except for those measures set forth in other technical provisions or specifications of this contract. For the purpose of this statement, environmental pollution is defined as the presence of chemical, physical, radiological or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balance of importance to human life; affect other species of importance to man; or degrade the utility of the environment for aesthetic and recreational purposes. The control of environmental pollution requires consideration of air, water and land, and involves noise, solid waste management and management of radiant energy and radioactive materials, as well as pollutants or hazardous materials.

In order to prevent and to provide for abatement and control of any environmental pollution arising from the activities of the Contractor and any subcontractors in the performance of this contract, they shall comply with the applicable local, state and federal laws, regulations and standards concerning environmental pollution control and abatement, in effect on the date of issue of the invitation for bids. The Contractor shall be responsible for payment of any fines and penalties levied against Homestead ARB as the result of regulatory enforcement actions that are attributable to the actions of the Contractor and any subcontractors.

The Contractor shall ensure all employees and subcontractors are aware of the installation Environmental Management System by complying with this Environmental Protection Specification. The installation Environmental Management System (EMS) policy statement is available upon request from the Contracting Officer.

2. GREEN (AFFIRMATIVE) PROCUREMENT: In order to comply with the green procurement requirements of Section 6007 of the Resource Conservation and Recovery Act (RCRA), 2002 Farm Bill, and Executive Order 13423 (GPP), the Contractor shall use recycled and recovered materials and products identified in the USEPA's Comprehensive Procurement Guidelines (CPG) and biobased products listed on the USDA Bio Preferred website, See http://www.biobased.oce.usda.gov/fb4p/. The Government requires the use of the following recycled/recovered materials/products as cited by item(s)/specification section(s)/recycled content(s) and biobased content:

GPP Item

Spec Section

%Recycled/Recovered Biobased

The GPP specific recycled-content percentages for each of the above items is also identified in the latest EPA’s Comprehensive Procurement Guidelines (CPG) available at www.epa.gov/cpg. Recycled materials in the CPG shall be used to meet the minimum content standards identified in the current Recovered Material Advisory Notices (RMANs). Other materials to include biobased and products not listed, but commonly used in industry outside of the government, shall also be considered. Material and product submittals for all recycled content items shall list the recycled and recovered materials used and the percentage content listed. The above materials and products have been reviewed by Government personnel, determined to meet the requirements of the technical specifications, are available in the local market and are not cost prohibitive. In accordance with FAR 52.223-9, if the requirement exceeds the Simplified Acquisition Threshold ($100,000), the Contractor shall provide the Contracting Officer a certification with the percentage estimate(s) of the total recovered material(s) used in contract performance, including, if applicable, the percentage of postconsumer material(s) content(s). This certification shall be provided to the Contracting Officer after final inspection, but prior to final payment.

3. PROTECTION OF LAND (SOIL) RESOURCES AND SITE RESTORATION: It is intended that land resources be preserved in its present condition or be restored to the original condition which existed at the commencement of work.

3.1. The Contractor shall confine his work activities to areas defined by the specifications and/or drawings and to areas authorized by the Contracting Officer for other operations needed for the Contractor’s performance.

3.2. Any trees, vegetation, or other landscape feature scarred or damaged by the Contractor’s equipment or operations shall be restored to its original condition at the Contractor’s expense. The Contracting Officer, in consultation with the Environmental Flight, shall approve what manner of restoration shall be used, and whether damaged trees shall be treated and healed or removed and disposed of under requirements for clearing and grubbing.

3.3. The Contractor shall obliterate all signs of temporary construction facilities such as haul roads, work areas, structures, foundations of temporary structures, stockpiles of excess waste, excavated or fill materials, construction debris or any other vestiges of construction resulting from this contract as directed by the Contracting Officer in consultation with the Environmental Flight.

4. PROTECTION OF WATER RESOURCES: The Contractor shall not pollute any waters of the United States (as defined in the Federal Water Pollution Control Act 33 U.S.C. 1251) with fuels, oils, bitumens, calcium chloride, painting materials, acids or other materials deemed hazardous per local, state and/or federal regulations. The Contractor shall implement Best Management Practices (BMPs) for any activity that disturbs or breaks the topsoil in order to control storm water runoff and erosion during construction, and shall stabilize the site after construction.

4.1. Erosion and Sedimentation Control Plan and Storm Water Pollution Prevention Plan (hereafter “the Plan”): All measures, techniques and BMPs that the Contractor intends to use to protect water resources and control storm water runoff and erosion shall be set forth in the Plan and submitted for approval before groundbreaking activities begin. If required, the Plan shall also be submitted to the South Florida Water Management District for State approval. The Plan shall contain the following information.

_N/A_ Plan is not required because erosion control does not apply to this project.

_____ This project shall comply with National Pollutant Discharge Elimination System (NPDES) for regulated construction sites (1-acre or more) in the State of Florida. Provide the Name and signature of a storm water professional that is authorized to sign a storm water plan for a NPDES to prepare the Plan and oversee the implementation the Plan. This includes the opening and closing of all permits and all related reporting activities.

_____ Name and signature of the Contractor personal to prepare the Plan and oversee the implementation the Plan.

_____ Site narrative which characterizes the construction site and activities that disturbs soil and groundcover.

_____ Description of the pollution prevention and storm water runoff and erosion control measures and BMPs to be implemented.

_____ Description of the source control and housekeeping BMPs.

_____ Description of the interim and permanent stabilization practices.

_____ Implementation schedule for the activities described.

_____ Site map showing site boundary, perimeter of control areas and construction areas, location of BMPs and map legend/index.

4.2. Storm Water Site Log (hereafter “the Log”). The Contractor shall submit a written Log for the duration of the project and readily available for review by the Contracting Officer or designated representative, and to be submitted at closeout of the contract. The following entries must be contained within the Log.

_____ Plan is not required because erosion control does not apply to this project.

_____ Name and final signature of the qualified storm water professional that kept the Log.

_____ Name and final signature of the Contractor personal that kept the Log.

_____ Dates of the beginning and end of soil disturbance.

_____ Dates of when control areas are activated and disassembled and cleaned up to a restorative state.

_____ Dates when runoff and erosion control BMPs were installed or implemented and an indication as to whether an inspection schedule is established to monitor its state and condition.

_____ Dates of significant rain events (time, duration, intensity) and a description of observations of the effectiveness of the storm water control site plan to handle the event.

_____ The inspection schedule and results of inspections conducted established for any BMP. Note any pertinent findings and response actions, if required.

_____ Certification by the log maintainer that the affected site area has been stabilized post construction, and that all remaining storm water control measures have been upgraded to their final design configuration and all construction site control areas have been removed and returned to their final stabilization state.

4.3. Source Control, Housekeeping Requirements and Sanitary Sewers: The Contractor must establish control areas for construction activities that have a potential to introduce pollutants and contaminants into storm water runoff and sanitary sewer systems. If necessary, combine or co-locate control areas, or, if it is not practical to establish control areas, establish site specific work practices. The following specifics shall be adhered to:

4.3.1. Store pollutants and other construction materials in a location and/or manner to prevent runoff into storm water systems. Volatiles, including paint and solvents, shall require secondary containment storage areas.

4.3.2. Clear construction site daily of trash, including organic debris, packaging materials, scrap, surplus building material and domestic waste.

4.3.3. Store material on pallets and provide a covering or shelter for soluble materials to prevent storm water exposure.

4.3.4. Inspect storage facilities at least weakly and after each major rain event.

4.3.5. Designate temporary areas for concrete truck/mixer washouts in a location away from storm water runoff. Hardened concrete shall be disposed of off-site.

4.3.6. Designate vehicle refueling area in a location away from storm water runoff; perform vehicle refueling within a secondary containment area where practical.

4.3.7. On-site maintenance of construction equipment shall be limited to emergencies and small-scale routine procedures, and shall be conducted away from storm water runoff Major maintenance operations shall be performed off-site.

4.3.8. Clean equipment prior to leaving the construction area.

4.3.9. Wash waters and wastes shall be processed, filtered, ponded and/or effectively treated in a manner approved by the Environmental Flight prior to its release into any body of water or the sanitary sewer system.

4.3.10. No pollutant or construction materials shall be disposed or discharged into the storm water systems or sanitary sewer systems, including but not limited to emulsifiers (such as soaps and detergents), industrial and household cleaners, trisodium phosphate, boiler treatments and any other material containing phosphorous.

5. AIR POLLUTION CONTROL

5.1. No open burning shall be allowed under any circumstances.

5.2. No Class I ozone depleting substances shall be used by the Contractor without specific written permission from the Contracting Officer, in consultation with the Environmental Flight, including Halons, Chlorofluorocarbons, 1,1,1-Trichloroethane and Trichloroethylene.

5.3. The Contractor shall not cause, let, suffer, allow or permit the discharge of air pollutants which cause or contribute to an objectionable odor.

5.4. The Contractor shall not cause, let, suffer, allow or permit the emissions or unconfined particulate matter from any activity, including vehicular movement and spray-gun painting; transportation of materials; construction; alteration; demolition; or industrially related activities.

6. REFUELING OPERATIONS AND FUEL STORAGE

6.1. All portable fuel containers shall be UL-listed for the purpose and be stored when not in use in an approved hazardous material cabinet in an approved location.

6.2. Any fuel tank 55 gallons or more stored on-site shall either be double-walled or have secondary containment and comply with all local, state and federal regulations for containment systems. Ref: 40 CFR 112.8 (c) (ii). Secondary containment systems must meet the following criteria:

6.2.1. Capable of 110% of the capacity of the largest single compartment plus six inches of rainfall.

6.2.2. An automatic/spring-closing drain valve, locked in the closed position and requires the operator to manually keep the drain valve open during draining operations.

6.2.3. Water shall be drained from the secondary containment system only after visual inspection and after all visible product sheen has been absorbed / removed. All visual inspections and discharges shall be logged and the log shall be made available for inspection upon request of the contracting officer / site inspector.

6.3. Refueling tank vehicles with a capacity over 25-gallons must comply with all local, state and federal regulations for containment systems.

6.4. General requirements for on-base refueling operations:

6.4.1. All fuel spills will be immediately reported to the Base Fire Department and Environmental Engineering Flight.

6.4.2. Appropriate spill response equipment will be located adjacent to refueling operations.

6.4.3. Spill containment shall be located to provide protection of the ground surface at the tank nozzle and the fill port.

6.4.4. Whenever possible, locate all refueling operations on a paved surface and away from storm drainage structures.

6.4.5. Ensure a competent person is at the dispensing nozzle during all filling operations.

6.4.6. The dispensing nozzle shall be listed as self-closing without a hold-open clip.

6.4.7. No smoking within 25 feet of refueling operations.

6.4.8. All deliveries shall be made in adequately lighted areas during normal business hours, if possible.

6.4.9. The tank vehicle shall have flashing lights in operation while dispensing.

6.4.10. Each tank being filled shall have adequate expansion space.

6.4.11. A serviceable and unobstructed extinguisher shall be in place.

6.4.12. Proper safety distance shall be maintained between fuel trucks, vehicles and buildings.

6.4.13. Stop all refueling operations during electrical storms within 5 miles.

6.4.14. Free falling fuel is prohibited.

6.4.15. The contractor shall have its own distinct Spill Prevention, Control, and Countermeasure (SPCC) Plan for any on-site contractor-owned aboveground Storage Tank (AST) exceeding 1,320 gallons.

7. FISH AND WILDLIFE: The Contractor shall not interfere, alter water flows, or disturb the native habitat for any fish and wildlife areas designated by the Environmental Flight.

8. HAZARDOUS MATERIALS:

8.1. A hazardous material (Hazmat) is defined as any item that is:

8.1.1. A health hazard or physical hazard as defined in 29 CFR 1910.1200©, the OSHA Hazard Communication (HAZCOM) Standard.

8.1.2. Regulated in its disposal by EPA under 40 CFR

8.1.3. Defined by DOT regulations under 49 CFR

8.1.4. Defined by the Dangerous Goods Regulations of the International Air Transport Association.

8.1.5. Covered under the Emergency Planning and Community Right-to-Know Act (EPCRA) reporting requirement

8.2. The Contractor shall establish a Hazmat storage and distribution system. Prior to bringing any Hazmat on base, the Contractor shall:

8.2.1. Inventory all Hazmats required to support the contract and submit for approval: (1) two copies of the most current material data and safety sheet (MSDS) and (2) a listing all Hazmats and approximate quantities to be used using the 482d MSG/SGPB Bioenvironmental Engineering Services Chemical and Radiological Material Tracking Form for Contractors Working on Homestead ARB.

8.2.2. Designate and maintain a Hazmat storage and issue location with flammable/corrosive material storage lockers (or lockers that are chemically inert to the Hazmat as well as impervious to absorption).

8.2.3. Provide all Contractor employees with Hazmat training and all necessary personal protective equipment. The Contracting Officer may request proof of employee training.

8.3. While Hazmats are on base, the Contractor shall follow all hazardous material laws as they pertain to the Contractors’ workforce and abide by the following best management practices:

8.3.1. Maintain a tracking report for Hazmats issued and quantities used and make available for inspection upon request of the Contracting Officer.

8.3.2. Keep MSDSs on site and available to employees as required by OSHA and make available for inspection upon request of the Contracting Officer.

8.3.3. Segregate incompatible materials at all times.

8.3.4. Keep work and storage areas free from drips and spills by use of drop cloths or tarpaulins.

8.3.5. Close all containers when not in use and return to a proper storage area when no longer used or at the end of the workday.

8.3.6. The Contractor shall provide certification that all unused Hazmats have been inventoried and removed from HARB before the contract can be said to be complete or before the expiration date of the Hazmat.

9. NON-HAZARDOUS WASTE SPILLS: The Contractor shall be responsible for the cleanup and disposal of all spilled regulated and unregulated materials, including materials used to contain and absorb the spill. Applicable spills shall be managed IAW the latest Homestead HAZMAT plan.

10. HAZARDOUS WASTES AND SPILLS: This section includes the handling of all hazardous waste (HW) as generated by the Contractor or encountered by the Contractor during the course of the contract.

10.1. “Contractor HW” is defined as any waste resulting from Contractor use of Hazmats and Contractor activities resulting in spills or leaks which can be defined as HW . The Contractor shall be fully responsible for immediately reporting any Hazmat spill incident to the base Fire Department, Environmental Flight, and Base Civil Engineering. The Contractor shall be liable for containment and environmental clean up and disposal of all Contractor HW, or release of Contractor HW per the Hazardous Material Emergency Planning and Response and Oil Spill Facility Response Plan (HAZMAT Plan) for Homestead Air Reserve Base (available from the base Environmental Flight). The following checked items shall be submitted only if HW is transported:

· A copy of the Contractor’s registration and EPA ID number.

· The HW transporter's name and copy of its license or permit to transport HW.

· The Treatment, Storage, And Disposal Facilities’ name and copy of its license, permit or interim status from EPA to receive HW.

10.2. “Government HW” is defined as all pre-existing HW encountered at the job site. This waste shall remain the property of the government and disposal shall be by the government, unless directed otherwise by the Contracting Officer at Government expense

10.3. The Contractor shall notify the Contracting Officer and the Environmental Flight before any activity that is expected to generate HW and when any HW generation commences or changes characteristics. The Contracting Officer may direct the Contractor to change waste disposal procedures based on recommendations from the Environmental Flight.

11. ASBESTOS-CONTAINING MATERIALS AND LEAD-BASED PAINT: If the Contractor believes they have discovered any asbestos-containing material (ACM) and/or lead-based paint (LBP), not already specified in the contract, during the execution of work, the Contractor shall stop work immediately and notify the Contracting Officer and Environmental Flight. The Contractor shall not disturb, remove, use, store or transport any ACM or LBP unless specifically licensed and contracted to do so.

12. RADIOACTIVE MATERIALS: N/A

13. PESTICIDES / HERBICIDES: N/A

¶ Hazardous Materials

(Environmental Specification)

Hazmat Generated Waste

�¶ Hazardous Waste / Spills

(Environmental Specification)

YES

¶ Hazardous Waste?

YES

¶ Salvageable Materials�(SOW)

Salvageable Materials?

NO

¶ Recycling, Construction & Demolition Wastes

(SOW)

NO

� Including Polychlorinated Biphenyls (PCBs). Electrical equipment and hydraulic machinery manufactured prior to 1980 are suspected to contain Polychlorinated Biphenyls (PCBs). Items that do not contain polychlorinated biphenyls (PCBs) are generally marked by the manufacturer with the words "No PCBs". Items not so marked shall be considered to contain PCBs and are subject to HW procedures in the event of a spill or leak. If the Contractor suspects any item contains PCBs, the contractor shall stop work and immediately notify the HARB Environmental Flight and Contracting Officer.

� Including Universal Waste. Florescent light tubes, batteries, and mercury containing devices will be managed by the Recycling Center.

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