SOW_FENCE_REPAIR_HURRICANE_IRMA_ok.pdf

STATEMENT OF WORK

Version 4.1

KYJM17-9035 Repair Fence Hurricane Irma

29 March 2018

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. The prime contractor shall maintain project management and site supervise 100% of sub-contractor work.

There shall be at least one English speaking supervisor at the work site while work is being performed.

1. SITE LOCATION: Homestead Air Reserve Base (HARB), Florida. Refer to drawings for specific locations.

2. DEMOLITION: Contractor shall visit the site to determine the demolition required for the repair. Contractor shall be responsible for the disposal and recycling of demolished materials in accordance with the SOW and HARB environmental requirements. Contractor shall carefully coordinate with Contracting and Security Forces personnel to ensure that base perimeter is secure at all times. Perimeter fence (exterior fence) and MSA munitions (B246) fence shall be close up/secure at the end of the workday.

2.1. Provide demolition of damaged fence, posts, gates, and miscellaneous areas identified in the drawings.

2.2. Provide demolition of existing tarp on fencing at 319 MWR parking area, facility 124 and north of facility121.

2.3. No demolition shall impede access for emergency response vehicles or personnel to adjacent facilities. The Fire Prevention authority shall be notified prior to any road closure.

2.4. Clearing and Grubbing: Where is indicated in the drawings, clear perimeter fence line and drainage canal with a minimum of five feet each side and thirty feet high. There is also fallen concrete power poles and attached hardware that will be cleared, west of

“restoration area”. Clearing shall consist of the felling, trimming, and cutting of trees into sections and the satisfactory disposal of the trees and other vegetation designated for removal, including downed timber, snags, brush, and rubbish occurring within the areas to be cleared. Trees, stumps, roots, brush, and other vegetation in areas to be cleared

SCOPE OF WORK

shall be cut off flush with or below the original ground surface. Limbs and branches to be trimmed shall be neatly cut close to the bole of the tree or main branches. All timber removed from the project site shall become the property of the Contractor.

3. INSTALLATION: The scope of work includes the replace of an existing fencing system in different areas of Homestead Air Reserve Base, which was damaged by hurricane Irma. The fencing system includes different type of materials, and gates, which authorize personnel and vehicles. The Contractor shall design and install these facilities in accordance with the design requirements and technical criteria established in this document.

3.1. Except as specified otherwise in this Request for Proposal (RFP), design and installation shall comply with the latest edition of the following. If design or construction criteria conflict with this RFP, RFP shall take precedence.

3.1.1. Air Force Handbook (AFH) 32-1084, Civil Engineering Facility Requirements

3.1.2. UFC 4-010-01 DOD Minimum Antiterrorism Standards For Buildings

3.1.3. UFC 4-022-03 Security Engineering: Fences, Gates, and Guard Facilities

3.1.4. UFC 3-220-04FA, Backfill for Subsurface Structures

3.1.5. UFC 3-250-08FA, Standard Practice for Sealing Joints and Cracks in Rigid and

Flexible Pavements

3.1.6. UFC 3-260-17, Dust Control for Roads, Airfield and Adjacent Areas

3.1.7. UFC 3-600-01, Fire Protection Engineering for Facilities

3.1.8. IBC, International Building Code

3.2. Chain Link Fence: Refer to Drawings for location and description of damages. Fence shall be defined by USACE Std 872-90-07 “Non-Reinforced Chain Link Fence” and the steel post schedule, with galvanized fabric. Where applies, provide 3 strands of barbed wire and outrigger on top. New fence shall have an even distance of 2 inches or less along the fence from the fabric to the firm ground, modify site accordingly. Security fencing passing over ditches or swales is intended to provide protection to prevent unauthorized entry. Provide a screen arrangement below fencing using vertical and/or horizontal steel bars or pipes for ditches and swales. A minimum spacing of 6 inches

(152 mm) should be used between bars, and a maximum spacing of 9 inches (229 mm) between either vertical or horizontal bars.

3.2.1. Fence fabric shall be galvanized IAW ASTM A392 Class 1, zinc-coated steel wire with minimum coating weight of 1.2 ounces of zinc per square foot of coated surface mounted on hot-dipped galvanized metal posts conforming to

ASTM F1083, do not bury fence fabric. Post shall be set in concrete and shall be spaced IAW recommended guidelines set forth in the CLFMI “Wind Load

Guide”. Determine the embedment depth of the fence posts and associated footing considering wind load, local soil conditions, and the potential for wind and water erosion. Provide zinc coated metal accessories conforming to ASTM

F626. Provide additional bracing at corners and gates openings using zinc-coated metal pipes conforming to ASTM F1083. Secure fence fabric to tension wires on the top and bottom with 9 gage galvanized tie wires, constructed of the same material as the fence fabric, incorporating at least three full twists to provide a tensile strength equal to or greater than the strength of the fencing fabric. Provide 7 gauge coil spring wire for top wire. Posts, bracing, and all other structural members shall be placed on the site side, toward the secured area, of the fencing fabric. All fence fittings and accessories shall be galvanized

ASTM F 626 and must be electrolytically compatible with all fence components to inhibit corrosion. Braces and rails shall also be hot-dipped galvanized IAW

ASTM F1083.

3.2.1.1. Line posts for chain link fence system around munitions B246 shall be 2 inches square 11gauge.

3.3. Gates:

3.3.1. 319 MWR Parking Area: Reinstall 18’ long roller gate. Gate will operate manually. Provide gate hardware and accessories that conforms to ASTM A116, ASTM A702, ASTM F626. Do not provide the 3 strands of barbed wire on top of the gate.

3.3.2. “Restoration Site” Area: Fabricate two gates using 2” square metal member conforming to ASTM F1083, welded at all corners. Gate assembly must meet the requirements of ASTM F900 and ASTM F1184 to include gate posts. Gate members, fabric, fittings and accessories shall be as specified for chain link fence but using 2” square metal members. Provide intermediate braces, diagonal members or truss rods to provide a rigid construction, free from sag or twist. Do not weld the chain link fabric to the gate frame. Provide double swing gates, refer to Drawings for proposed locations. Provide double swing gates IAW chapter 3.3.3 of UFC 4-022-03, UFC 4-022-03 details “Fence Height and Gate details”, chapter 2.7 of UFGS 32 31 13.53, and chapters 2.17, 2.18 and 2.19 of

UFGS 32 31 13 " Chain Link Fences and Gates". Gate posts shall be set in concrete at a minimum depth of 3' and with a foundation diameter IAW Table 4 in chapter 3.3.3 of UFC 4-022-03. Gate width shall be 20 feet. Provide the 3 strands of barbed wire on top of the gate.

3.3.2.1. Hinges: Provide non-lift-off type, forged steel hinges that suit gate size.

Weld hinges to the gate post and frame and reverse the direction of pins to increase tamper resistance. Offset to permit 180 degree opening.

3.3.2.2. Locking System: Gates shall be locked using commercial the existing locking system with a grade heavy duty latch or locking device that permits operation from either side of the gate, with padlock eye designed as an integral part of the latch. Provide stops and holders of malleable iron that automatically engage the gate and hold it in the open position until manually released. Provide cane bolt and ground set keeper. Provide commercial grade padlocks with interchangeable core conforming to

ASTM F883, Type 01, options B and 6, grade 6.

3.4. Non-galvanized ferrous or zinc-plated ferrous components and hardware are prohibited throughout the entire project.

3.5. Grounding Requirements: Applies to “Restoration Site” 3,405 feet of new fencing system.

3.5.1. Fencing shall be grounded IAW UFC 4-022-03 paragraph 2.11.

3.5.2. Bond gates to adjacent fence post using flexible copper grounding braid with sufficient slack to permit 180 degrees opening gate. Provide ground rods every

500 feet and where the fence alignment changes more than 15 degrees. Total resistance of the fence to ground cannot exceed 25 ohms.

3.6. Wooden Shadowbox Fence: Applies to Building 706. All wood posts should be pressure treated. All nails used for construction shall be galvanized. Wood posts shall be straight, sound, and seasoned with ends sawed off square or as indicated. All knots shall be trimmed flush with the surface. Wood posts shall be peeled and treated with preservative in accordance with AASHTO M133. All dimension timber and lumber required for fences or gates shall be sound, straight, and free from knots, splits, and shakes.

3.6.1. Materials: 1 in. x 5-1/2 in. x 6 ft. Pressure-Treated Pine Dog-Ear Fence Picket.

2 in. x 4 in. #2 Ground Contact Pressure-Treated Lumber Rails. 2 in. x 4 in.

ZMAX Galvanized Fence Bracket.

3.7. Tarp/Fence screen: Install new green 200 series privacy screen plus 88% blockage or equal on 319 MWR parking area (approx.1520 ft.), facility 124 (approx.900 ft.) and north of facility 121(approx.160 ft.).

3.8. Repair any pavement damaged by fence installation and repair.

3.9. All concrete work shall be in accordance with the latest edition of ACI 318. Concrete shall have a minimum 28-day compressive strength of 4,000 psi.

3.10. Compact excavations to 95% for all traffic-rated areas.

3.11. Grass areas shall be restored with St. Augustine sod.

3.12. Provide like pavement (type, thickness, reinforcement) and ground restoration where required over all excavations in existing asphalt areas.

3.12.1. Asphalt shall be milled a minimum of 2-inches deep for a minimum of 4-inches to either side of saw cuts for new hot asphalt overlays.

4. TESTING:

4.1. The Contractor shall be responsible for the condition and safety of equipment and materials at the job site and for any equipment broken during testing.

4.2. Provide a written report for the fence resistance to ground on at least three locations minimum. The report shall be in a table format to include the date and time, soil conditions, test point identification (number), resistance values, instrument information and calibration date, and a site map indicating location of each test point.

5. PERFORMANCE PERIOD: The performance period for this statement of work is 190 calendar days for the task order.

6. DRAWINGS: Refer to attached drawings (two pages).

7. ATTACHMENTS:

7.1. Environmental Protection Specification

7.2. Drawings

7.3. Pictures

8. AS-BUILT DRAWINGS: Not Applicable.

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. The Contractor shall notify the Contracting

Officer at least seven calendar days in advance for any government actions.

12. CONTINUED USE OF FACILITES: Surrounding buildings and utilities will continue to be 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 QUALIFICATIONS: Contractor personnel will possess any certifications required by federal, state and local regulations to perform the work. Copies of these certifications may be required at the discretion of the Contracting Officer. Contractor shall have a minimum of 5 years of experience fabricating gates and installing fencing system of the type and size specified under the scope of this project and must have completed three or more similar jobs within the past three years. Contractor shall submit documentations listing location of work, point of contact at job site, brief description of the work performed to include length and type of fencing system, and amount and type of gates fabricated and installed.

14. SITE SUPERVISOR: The job foreman or site superintendent shall be on the payroll of the contractor; shall be on site daily for the 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.

Any open area provided to the Contractor must be surrounded by a [chain link fence / orange safety fence / other] and must be maintained in a serviceable condition at all times. All storage areas will be kept clear of weeds and trash.

16. EXCAVATION PERMITS: The Contractor shall obtain excavation permits (AF Form 103, Base Civil Engineering Work Clearance Request) prior to any excavation. The permit shall be obtained from the Engineering Flight, 482 MSG/CEC, Bldg 232. Permit request should be made at least two weeks before the start of excavation. The excavation permit shall be created and processed in accordance with AFR 85-2. Should any one of the coordination points indicate an additional underground utility or structure over and above those shown on the contract drawing either by sketch on the permit’s drawing or by field pointing or by flagging, the Contractor shall be responsible for protection of each of the items indicated.

Should damage occur to any of the items indicated by the Contractor, contract drawings or coordinating agency to the permit, the Contractor shall be responsible for prompt repair of the damage to return the item to its original workable condition. It is required that the operator of excavation equipment have the permit (or copy) in procession while excavating.

The Contractor is responsible for initiating the permit renewal process if, required.

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). It shall be the responsibility of the Contractor to coordinate with local utility companies for the hook-up of utilities. Any utility hook-up costs shall be at the Contractor’s expense. The Contractor will be responsible for providing a gas and electrical meter to be connected to the base systems for the purpose of reimbursing the government for the quantities consumed at the office and shop buildings. No utilities will be provided by the

YES

Hazardous Waste? YES

Salvageable Materials

(SOW)

NO

Salvageable Materials?

NO

Recycling, Construction &

Demolition Wastes

(SOW)

Hazardous Waste / Spills (Environmental Specification) 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:

Hazardous Materials (Environmental Specification)

Hazmat Generated Waste

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 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, cost, dates received and signatures of the accepting organization.

22.1. Recyclables: Recyclables shall 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.

24. CONTRACT PROGRESS SCHEDULE (AF FORM 3064): Within 10 days after task order award or at the pre-construction conference, whichever is later, Contractor shall submit a signed AF FORM 3064, Contract Progress Schedule, depicting an overall contract progress schedule for the main elements of work for the period of performance. Contractor shall also provide a line graph depicting scheduled construction progress throughout the period of performance. The progress schedule shall be signed by the Project Engineer recommending approval and approved by the Contracting Officer. Once submitted, the approved contract progress schedule may only be changed by the Contracting Officer.

25. CONTRACT PROGRESS REPORT (AF FORM 3065): At least monthly, Contractor shall submit AF FORM 3065, Contract Progress Report, signed by the Contractor’s on-site representative. The work elements and percentages stated on the AF 3065 shall be identical to the work elements and percentages on the AF 3064. The Contractor shall obtain signed coordination of the report by the Contracting Officer prior to submission.

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

[N/A]

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

ENVIRONMENTAL PROTECTION SPECIFICATION

http://www.biobased.oce.usda.gov/fb4p/ 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.

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.

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

http://www.epa.gov/cpg

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 disturb 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.

X 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. The Contractor shall submit the location for approval.

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). The Contractor shall submit the container for approval. 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. The Contractor shall submit the container for approval.

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. Submit monthly reports of Hazmats delivered and removed.

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 HW1. The

1Including 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

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 expense2.

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]

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.

2Including Universal Waste. Florescent light tubes, batteries, and mercury containing devices will be managed by the Recycling Center.

A. Interior Fence- Repair each damaged area by replacing it with new materials.

Drawings

B. Exterior Fence- Repair each damaged area by replacing it with new materials.

Pictures