Attachment 1 - Statement of Work.pdf

PROJECT # 1031927 DATE: 13 APR 2020

DEPARTMENT OF THE AIR FORCE

SPECIAL OPERATIONS COMMAND

1st SPECIAL OPERATIONS WING

STATEMENT OF WORK FOR:

DEMOLISH BLDGS 90329 & 90334

HURLBURT FIELD, FLORIDA

DIVISION l GENERAL

INDEX

PAGE NOS.

01010 Summary of Work 01010-1 - 01010-2 01300 Submittals 01300-1 - 01300-2 01410 Testing Laboratory Services 01410-1 - 01410-2 01560 Environmental Protection 01560-1 - 01560-12

DIVISION 2 SITE WORK

02070 Selective Demolition 02070-1 - 02070-1 02075 Asbestos Abatement 02075-1 - 02075-29 02938 Sodding 02938-1 – 02938-6

Attachment 1 Demo Location Map Attachment 2 Elevation photos

End of Index

SECTION 01010: SUMMARY OF WORK

PART 1 GENERAL

1.1 RELATED SPECIFICATION SECTIONS:

A. Section 01000 – GENERAL REQUIREMENTS.

1.2 WORK INCLUDED:

A. The contractor shall furnish all labor, materials, tools, supervision and equipment and perform all operations necessary to accomplish all work complete in place, specified herein, or as needed to demolish facilities 90329/90334, Hurlburt Field, FL.

1.3 JOB DESCRIPTION:

A. The work to be performed includes, but is not necessarily limited to, the following principal features:

1. The wet demolition shall include facility 90329/90334 in its entirety. This includes but is not limited to: all walls, roof, slabs, sidewalks, footings, building contents, equipment pads and all shrubbery.

2. Contractor shall remove concrete area located behind 90329.

3. Prior to demolition of facilities, contractor shall install approximately 1600 linear feet of construction and silt fence around entire construction site.

4. Prior to demolition of facility 90329, contractor shall install two 4” PVC communication system conduits from existing manhole to Bldg. 90326 Route conduit up exterior wall into soffit and seal as required. Cut and patch sidewalks as required. Drawings included.

5. Asbestos Containing Materials (ACM) has been identified in both facilities. These materials have been identified in mechanical room ceilings, pipe wrap, holding tank and black mastic floor tiles.

6. Complete surveys / reports are available to contractor upon request.

7. There are no surveys on record for Lead Based Paint.

7. Hazardous materials shall be disposed of in accordance with all Federal, State and local laws and regulations.

8. All demolished materials which are not hazardous materials, to include mechanical equipment, shall be segregated for recyclable materials prior to being disposed of at a licensed C & D landfill. Materials which are recycled, documentation of quantities shall be submitted to the government as part of close out.

9. Contractor shall remove all utilities as shown in drawings.

10. CE Electric shop will disconnect electrical service and remove transformers, contractor shall remove all remaining electrical cables.

11. Permanently cap sewer services at the nearest manhole or gravity main. Cap any force mains or small individual pump stations, if applicable. There is a Cistern located behind 90334, this location shall be marked off to prevent heavy equipment from crossing.

12. Permanently cap water services near a valve or connection point nearest the water main.

13. Permanently cap chill water piping at butterfly flange and remove any exterior mechanical equipment.

14. Contractor shall remove old steam line to include concrete channel and backfill.

15. Contractor shall remove complete fire connection located at 90334.

16. Contractor shall coordinate with Gas Company to remove meters and cap lines at locations.

17. Contractor shall replace any sidewalks not part of demo that were removed or damaged due to demolition activities or equipment.

18. Contractor shall backfill and sod all disturbed areas once demolition is complete and maintain until established.

1.4. CONTRACTOR USE OF SITE AND PREMISES

A. Limit use of site to allow Owner visitation and inspection.

B. The contractor and subcontractors are permitted to use existing utilities available at the site. Use is subject to approval by the Contracting Officer. The 1 Special Operation Civil Engineering Squadron must approve all connections. Connection to existing water mains must utilize a backflow preventer, certified within the 12 months prior to use on base.

1.5 DISPOSAL

A. All scrap materials and debris shall be disposed of in an on- site dumpster. When full, it shall be emptied at a legally approved dumpsite off- base. It shall be the responsibility of the contractor to provide the dumpster and for the selection of the dumpsite. Provide Contracting Officer with name(s) of waste disposal company and approved dumpsite.

01010-1

1.6 STORAGE AREA

A. Contractor lay-down/materials storage site shall be approved by the Contracting Officer.

B. A 6 foot high temporary visual barrier shall surround the complete construction site.

C. The area must be maintained in a reasonably clean manner. All empty boxes, paper and trash must be deposited in the on-site construction dumpster.

1.7 SAFETY

A. The pertinent sections of the following publications are applicable to all work on this project.

1. U.S. Army Corps of Engineers: EM 385-1-1, Safety and Health Requirements Manual.

2. Air Force Instruction (AFI) 91-301.

1.8 HAUL ROUTE AND LITTER

A. The Contractor shall utilize only the designated haul route for the project for access to and from the site.

Haul route will be identified at pre-con.

1.9 USE OF BARGE AREA (Not Used)

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTIONS

3.1 INSPECTION

A. The contractor shall accomplish work in an orderly progression of steps to satisfy the performance requirements of this specification.

3.2 HOURS OF WORK

A. The normal hours of a workday shall be between 7:00 A.M. and 4:00 P.M., Monday through Friday, except holidays and observed holidays. The contractor may elect, at his option, to work hours other than normal duty hours if approved by the Contracting Officer. All work time, other than normal working days, shall be requested in writing, 3 days in advance.

3.3 PHOTOGRAPHS

A. Photographs of 90329 and 90334 have been included due to no elevation drawings being available.

3.4 QUALITY CONTROL

A. The contractor shall establish and maintain quality control to assure compliance with Contract Documents, and maintain records of his quality control for materials, equipment and construction operations.

3.5 CONSTRUCTION LAYOUT & VERIFICATION: (Not Used)

3.6 WARRANTY INSPECTION (Not Used)

END OF SECTION

01010-2

01300-1

SECTION 01300: SUBMITTALS

PART l GENERAL

A. Section 01000 – GENERAL REQUIREMENTS

1.2 WORK INCLUDED:

A. Throughout the Contract Documents, the minimum acceptable quality of workmanship and materials has been defined by manufacturer's name and catalog number, reference to recognized industry and Government standards, or description of required attributes and performance.

B. Make all submittals required by the Contract Documents in a timely manner to allow construction of the building within the allotted performance time.

1. Long lead items such as pre-engineered metal building systems, electrical and mechanical systems, special equipment, etc. must be submitted within 15 days of Notice to Proceed.

2. All submittals must be made within 45 days of Notice to Proceed.

3. Late submittals that result in delayed delivery of materials and equipment, which will affect the completion and acceptance of the building by the government, will not be a justification for a time extension.

4. Revise, submit and/or resubmit (submittals) as necessary to establish compliance with the specified requirements.

1.3 QUALITY ASSURANCE:

A. Coordination of Submittals: Prior to each submittal, carefully review and coordinate all aspects of each item being submitted and verify that each item and the submittal for it conforms in all respects with the requirements of the Contract Documents. By affixing his signature to each submittal, the contractor certifies that this coordination and verification has been performed.

B. Certificates of Compliance:

1. Certify that all materials used in the work comply with all specified provisions thereof. Certification shall not be construed as relieving the contractor from furnishing satisfactory materials if, after tests are performed on selected samples' the material is found to not meet specific requirements.

2. Show on each certification the name and location of the work, name and address of contractor, quantity and date or dates of shipment or delivery to which the certificate applies, and name of the manufacturing or fabricating company. An officer of the manufacturing or fabrication company shall sign certificates.

3. In addition to the above information, all laboratory test reports submitted with Certificates of Compliance shall show the date or dates of testing, the specified requirements for which testing was performed, and results of the test or tests.

PART 2 PRODUCTS

2.1 SHOP Drawings AND COORDINATION Drawings:

A. Shop Drawings: Make all shop Drawings accurately to a scale sufficiently large to show all pertinent aspects of the item and its method of connection to the work.

2.2 MANUFACTURER'S LITERATURE:

A. Where contents of submitted literature from manufacturers includes data not pertinent to the submittal, clearly indicate which portion of the contents is being submitted for review.

PART 3 EXECUTION

3.1 IDENTIFICATION OF SUBMITTALS:

A. General: Consecutively number all submittals.

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B. Internal Identifications: On at least the first page of each copy of each submittal and elsewhere as required for positive identification, clearly indicate the submittal number in which the item was included.

C. Indicate FTEV Number, Project Title and Contract Number

3.2 COORDINATION OF SUBMITTALS:

A. General: Prior to submittal for approval, use all means necessary to fully coordinate all material including, but not necessarily limited to:

1. Determine and verify all interface conditions, catalog numbers and similar data.

2. Coordinate with other trades as required.

3. Clearly indicate all deviations from requirements of the Contract Documents.

B. Grouping of submittals: Unless otherwise specified, make all submittals in groups containing all associated items to ensure that information is available for checking each item when it is received. Partial submittals will be rejected as not complying with the provisions of the Contract Documents and the contractor shall be strictly liable for all delays so occasioned.

C. Interior Finish Materials/Colors/Samples: All interior finish materials/colors/samples, includIng but not limited to, flooring, base, paint/stain, wall coverings, acoustic ceiling/suspension system, acoustical treatment, window treatment, laminated plastic for base/wall cabinets/countertops, interior signage, etc., shall be submitted as a group (one submittal) to allow the government to review/approve/disapprove and select/coordinate the interior finish materials/colors prior to being incorporated into the work. Upon receipt of the government's approved selections, the contractor shall provide the government with actual samples of each item for the record, minimum size 4"x4", except laminate plastic chips shall be manufacturer's standard size.

D. Exterior Finish Materials/Colors/Samples: All exterior finish materials/colors/samples, including but not limited to, brick, concrete masonry, exterior insulation finish system, stucco, paint/stain, roofing/flashing, exterior signage, pavers, windows, doors, etc., shall be submitted as a group (one submittal) to allow the government to review/approve/disapprove and /select/coordinate the exterior finish materials/colors prior to being incorporated into the work. Upon receipt of the government's approved selections, the contractor shall provide the government with actual samples of each item for the record, minimum size 4"x4".

3.3 SUBMITTAL APPROVAL:

A. General: Approval by the Contracting Officer shall not be construed as a complete check, but only that the general method of construction and detailing is satisfactory. Review and approval by government shall not relieve the contractor from responsibility for errors that may exist, or from liability for failure to comply with the intent of the Contract Documents.

B. Revisions After Approval: When a submittal has been approved, a re-submittal by the contractor for the purpose of substitution of materials or equipment, will not be considered unless accompanied by an acceptable explanation as to why the substitution is necessary.

C. Unnecessary Submissions: When the contractor elects to provide the materials, equipment, etc., that was used as the basis for the design and is the exact: Manufacture's name, catalog number, size, and finish as shown in the drawings or specified herein, no submittal is required. The contractor however shall submit a letter to the Contracting Officer stating that he will use the specified product. All field-testing associated with the material or equipment, etc. must be performed and submitted to the Contracting Officer for approval.

3.4 SCHEDULE OF MATERIAL SUBMITTALS.

A. Assign numbers to these items to be submitted, beginning with the number 1 and continuing through the last submittal. Items that are disapproved and require resubmittal shall be numbered with the original submittal number followed by R1 if the first resubmittal of the item, R2 if the second resubmittal, and so on, until final approval is given.

01410-1

SECTION 01410: TESTING LABORATORY SERVICES

1.2 REFERENCES:

A. ANSI/ASTM D3740 - Practice for Evaluation of Agencies Engaged in Testing and/or Inspection of Soil and Rock as used in Engineering Design and Construction.

B. ANSI/ASTM E329 - Recommended Practice for Inspection and Testing Agencies for Concrete, Steel and

Bituminous Materials as Used in Construction.

1.3 SELECTION AND PAYMENT:

A. Contractor shall employ and pay for services of an independent testing laboratory to perform specified inspection and testing.

B. The Government will employ and pay for services of an independent testing laboratory to perform inspection and testing deemed to be in the best interest of the Government. The contractor will be responsible for the cost of all inspections, testing and replacement of Work not meeting the Contract Documents.

C. Employment of testing laboratory shall in no way relieve contractor of obligation to perform Work in accordance with requirements of Contract Documents.

1.4 QUALITY ASSURANCE:

A. Comply with requirements of ANSI/ASTM E329 and ANSI/ASTM D3740.

B. Laboratory: Licensed and authorized to operate in State of Florida.

C. Testing Equipment: Calibrated at reasonable intervals with devices of an accuracy traceable to either

National Bureau of Standards (NBS) or accepted values of natural physical constants.

D. Certification: Current Certification by Construction Materials Council, Inc.

1.5 CONTRACTOR SUBMITTALS:

A. Prior to start of Work, submit testing laboratory name, address and telephone number, and the name or names of the Professional Engineer(s), currently registered in the state of Florida, who will be certifying the reports or tests and a responsible officer of the company

B. Submit copy of report of laboratory facilities inspection made by Materials Reference Laboratory of

National Bureau of Standards (NBS) during most recent tour of inspection, with memorandum of remedies of any deficiencies reported by the inspection.

1.6 LABORATORY RESPONSIBILITIES:

A. Provide qualified personnel at site.

B. Perform specified inspection, sampling, making cylinders, etc., and testing of all products in accordance with Contract Documents.

C. Ascertain compliance of materials and mixes with requirements of Contract Documents.

D. Provide certified copies of the reports or tests as per 1.07 below. The Professional Engineer shall affix his name and date to all reports or tests before affixing his impression seal over both.

1.7 LABORATORY REPORTS:

A. After each inspection and test and prior to providing copies to the contractor, the Testing

Laboratory shall promptly forward one (1) copy of each laboratory report directly to the

01410-2

Contracting Officer for record purposes. Mail to Contracting Officer, 16 CONS/LGCB, 350 Tully St., Hurlburt Field, FL 32544.

B. Contractor shall submit four (4) copies of each laboratory report as per Section 01300 to the Contracting

Officer for review and approval.

C. Include:

1. Date issued.

2. Project title and number.

3. Name of inspector.

4. Date and time of sampling or inspection.

5. Identification of product and specifications section.

6. Location in the project.

7. Type of inspection or test.

8. Date of test.

9. Results of test.

10. Conformance with Contract Documents.

D. When requested by Contracting Officer, provide interpretation of test results.

1.8 LIMITS ON TESTING LABORATORY AUTHORITY:

A. Laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents.

B. Laboratory may not approve or accept any portion of the Work.

C. Laboratory may not assume any duties of the contractor.

D. Laboratory has no authority to stop the Work.

1.9 CONTRACTOR RESPONSIBILITIES:

A. Notify laboratory of the location of the construction site and samples of materials proposed to be used, which require testing.

B. Provide laboratory all proposed mix designs.

C. Cooperate with laboratory personnel and provide access to the Work, to manufacturer's literature and other pertinent data.

D. Provide incidental labor and facilities to provide access to Work to be tested, to obtain and handle samples at the site or at source of products to be tested, to facilitate tests and inspections, storage and curing of test samples.

E. Notify laboratory a minimum of 24 hours prior to expected time for operations requiring inspection, sampling, and testing services.

PART 2 PRODUCTS (NOT USED)

PART 3 PRODUCTS (NOT USED)

01560-1

SECTION 01560 ENVIRONMENTAL PROTECTION

Part 1 GENERAL

1.2. SECTION INCLUDES

A. The environmental protection required for this contract.

1.3. REFERENCES

A. The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

1. CODE OF FEDERAL REGULATIONS (CFR)

29 CFR 1910.1200, Hazard Communication Standard 40 CFR 110, Discharge of Oil 40 CFR 112, Oil Pollution Prevention and Response 40 CFR 122, Municipal Separate Storm Sewer Systems, Phase I & II 40 CFR 125, Criteria and Standards for the National Discharge Elimination System (NPDES) 40 CFR 260-271, Resource Conservation and Recovery Act (RCRA) 40 CFR 260-279, Hazardous Waste and Used Oil Management 40 CFR 300, National Contingency Plan 40 CFR 355, Extremely Hazardous Substances 40 CFR 403, General Pretreatment Regulations for Existing and New Sources of Pollution 49 CFR 171-172, General Information, Regulations and Definitions, and Hazardous Waste Materials Tables

2. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA PL 96-510, Comprehensive Environmental Response Compensation and Liability Act of

3. FLORIDA ADMINISTRATION CODE (FAC)

FAC 62-25, Regulation of Stormwater Discharge FAC 62-150, Hazardous Substance Release Notification FAC 62-210, Stationary Sources – General Requirements FAC 62-212, Stationary Sources – Preconstruction Review FAC 62-346, Environmental Resource Permitting in Northwest Florida FAC 62-555, Permitting and Construction of Public Water Systems FAC 62-604, Collection System and Transmission Facilities FAC 62-730, Hazardous and Solid Waste Amendments (HSWA) to RCRA FAC 62-762, Aboveground Storage Tank Systems FAC 62-770, Petroleum Contamination Site Cleanup Criteria

4. HURLBURT FIELD INSTRUCTIONS AND DIRECTIVES

Hurlburt Field Integrated Solid Waste Management Plan Hurlburt Field Ozone Depleting Management Plan Hurlburt Field Integrated Contingency Plan (ICP) Hurlburt Field Environmental Restoration Program Management Action Plan Hurlburt Field Hazardous Waste Management Plan Hurlburt Field Landscape Development Plan

5. HURLBURT FIELD INSTRUCTIONS AND DIRECTIVES

AFI 23-204 Organizational Fuel Tanks AFI 32-7044, Storage Tank Compliance

1.4 QUALITY ASSURANCE

A. Contractor shall establish and maintain quality control for environmental protection of all items set forth herein. The Contractor shall record on daily reports any problems in complying with laws, 01560-2 regulations, permit requirements, ordinances, and corrective action taken. The Contractor shall immediately inform the Contracting Officer of any environmental problem.

1.5 CONTRACTOR COMPLIANCE

A. Permits: The contractor shall ensure that all required environmental permits are in their possession prior to start of demolition or disturbing or clearing any land area.

B. The contractor shall be responsible for operating within permit limits and abiding by all permit conditions. 1 SOCES/CEIE shall be notified immediately of any exceedances of permit limits or violation of permit conditions. The contractor shall immediately notify 1 SOCES/CEIE of any unforeseen environmental conditions, which may conflict with approved permits. Any certifications required by permits shall be the responsibility of the contractor. Copies of all permits and certifications shall be submitted to the 1 SOCES/CEIE.

C. All certifications, notices and documentation required by environmental permits shall be the responsibility of the contractor, but must be coordinated through 1 SOCES/CEIE prior to submittal to regulatory agencies.

1. Sanitary Sewer Permit: The government will provide a copy of the permit to the contractor prior to start of construction. After construction, the line will not be put into use until the permit clearance has been applied for and obtained. All necessary paperwork (Certification of Completion Form, as-builts, etc.) will be submitted through 1 SOCES/CEIE. FDEP has 30 days to review. Work is not considered complete until the permit clearance has been applied for and obtained.

2. Potable Water Permit: The government will provide a copy of the permit to the contractor prior to start of construction. After construction, the line will not be put into use until the permit clearance has been applied for and obtained. For phased projects a permit clearance can be obtained for each phase by submitting a certification of completion package for each phase as a partial completion on the entire permitted project. All necessary paperwork (Certification of Completion Form, as-builts, bacteriologicals, pressure test results, etc) will be submitted through 1 SOCES/CEIE. FDEP has 30 days to review. Work is not considered complete until the permit clearance has been applied for and obtained.

3. Irrigation Permit: The government will provide a copy of the permit to the contractor prior to start of construction. After construction, the system will not be put into use until the permit clearance has been applied for and obtained. All necessary paperwork (Certification of Completion Form, as-builts, etc) will be submitted through 1 SOCES/CEIE. FDEP has 30 days to review. Work is not considered complete until the permit clearance has been applied for and obtained.

4. Wetland Permit: The government will provide a copy of the permit to the contractor prior to start of construction. Prior to start of any construction in a wetland, a Joint Application for Works in the Waters of Florida must be completed by the contractor. Completion of the application package to include site plan, signed/sealed drawings and appropriate fees must be coordinated through 1 SOCES/CEIE. The application must note all best management practices (BMP's) and include locations of silt screens and hay bales. State has gets 30 days to request additional information. All necessary paperwork (Certification of Completion Form, as-builts, etc) will be submitted through 1 SOCES/CEIE. FDEP has 30 days to review. Work is not considered complete until the permit clearance has been applied for and obtained.

5. Generic Stormwater Permit for Stormwater Discharge from Large and Small Construction Activities, F.A.C. 62-621; and Individual Environmental Resource Permit F.A.C. 62-346 if applicable :

a. Prior to start of Construction:

1. The government will provide a copy of the permit to the contractor prior to start of construction. Prior to start of any site work the contractor shall submit to 1SOCES/CEIE; 1 copy of the Notice of Intent (NOI) Form 62-621.300(4)(b); proof of fee payment; 1 copy of the signed Stormwater Pollution Prevention Plan

(SWPPP)

01560-3 and map; 1 copy of the letter from the regulatory agency issuing the permit for the project;

2. If F.A.C. 62-346 is applicable: 2 copies of application package signed and sealed with Form 62-346.900(1); proof of fee payment; 1 copy regulatory agency letter issuing permit number; 1 copy of the proof of submittal to regulatory agency Form 62- 346.900(3) of the Construction Commencement Notice at least 48 hours prior to start of construction.

b. During Construction::

1. The contractor shall provide to 1SOCES/CEIE at the end of each month, signed weekly and storm event inspection reports; and the Notice of Termination (NOT) Form 62-621.300(6) within 14 days of final stabilization of the site. Copies of the reports must be kept on-site.

2. If F.A.C. 62-346 is applicable: 1 copy of Form 62-346.900(4) As-Built Certification by the Engineer of record within 30 days after completion of construction; 1 copy Form 62-346.900(6) request for conversion of Stormwater Management Permit Construction Phase to Operation and maintenance Phase within 30 days after completion of construction.

c. Upon completion of the storm water system the contractor shall notify 1SOCES/CEIE to inform the engineer of record that the system is complete. The engineer of record will prepare the all necessary paperwork, (Certification of Completion Form, as-builts, etc) to be submitted to the regulatory agency through 1 SOCES/CEIE. FDEP has 30 days to review. Work is not considered complete until the permit clearance has been applied for and obtained.

6. Copies of all required forms and guidance can be found at http://www.dep.state.fl.us/ and http://www.nwfwmd.state.fl.us/.

Part 2 PRODUCTS (NOT USED)

Part 3 EXECUTION

3.4 SUBMITTALS

A. The Contractor shall submit an Environmental Protection Plan within 15 days after receipt of the notice to proceed. Approval of the Contractor's plan will not relieve the Contractor of responsibility for adequate and continuing control of pollutants and other environmental protection measures. The contractor shall obtain approval by the Contracting Officer prior to the start of construction, modification, or demolition for all project facilities and/or equipment. The plan shall include, but shall not be limited to, the following:

1. Legal Requirements: A list of Federal, State, and local laws, regulations, and permits concerning environmental protection, pollution control and abatement that are applicable to the Contractor's proposed operations and the requirements imposed by those laws, regulations, and permits. Whenever there is a conflict between Federal, State, or local laws, regulations, and permit requirements, the more restrictive provisions shall apply.

2. Environmental Protection Procedures: Procedures to be implemented to provide the required environmental protection, to comply with the applicable laws and regulations, and to correct pollution due to accident, natural causes, or failure to follow the procedures of the environmental protection plan.

3. Drawings: Drawings showing locations of any proposed temporary excavations or embankments for haul roads, stream crossings, material storage areas, structures, sanitary facilities, and stockpiles of excess or spoil materials shall be included.

4. Solid Waste Management Plan: See paragraph titled Solid Waste.

5. Emergency Response and Spill Prevention Plan: See paragraph titled Emergency Response and Spill Prevention.

http://www.dep.state.fl.us/ http://www.nwfwmd.state.fl.us/

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6. Hazard Material List: See paragraph titled Hazardous Materials.

7. Storm Water Pollution Prevention Plan: See paragraph titled Water Resources.

8. Hazard Waste Management and Disposal Plan: See paragraph titled Hazardous Waste.

9. Summary of Solid Waste Generated: See paragraph titled Solid Waste Implementation.

3.5 NATURAL RESOURCES

A. ENVIRONMENTAL RESOURCES: The environmental resources within the project boundaries and those affected outside the limits of permanent work under this contract shall be protected during the entire period of this contract. The Contractor shall confine activities to areas defined by the drawings and specifications except where tree replacement is required. Environmental protections shall be as stated in the following subparagraphs:

1. The contractor shall confine all activities to areas defined by the drawings and specifications.

In areas indicated on the drawing or specified to be cleared, the Contractor shall not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and land forms without permission. Trees, shrubs and other vegetation not identified for removal shall be protected against removal, injury, defacing and scarring-no ropes, cables, or guys shall be fastened to or attached to any trees for anchorage unless specifically authorized. Where such emergency use is permitted, the Contractor shall provide effective protection for land and vegetation resources at all times.

2. The Contractor shall not park vehicles or equipment within the drip line of trees. Prior to trimming or removal of trees, contractor shall coordinate with 1 SOCES/CEIE. All merchantable timber that is removed shall be limbed and stacked butt to butt in an out of the way location. Trees that are damaged or removed shall be replaced according to guidance found in the Hurlburt Field 2009 Landscape Development Plan.

3. Prior to any construction, the Contractor shall mark the areas not to be disturbed under this contract. Isolated areas within the general work area, which are to be saved and protected, shall also be marked or fenced. The Contractor's personnel shall be knowledgeable of the purpose for marking and/or protecting particular objects.

4. All earthwork shall be planned and conducted to minimize the duration of exposure of unprotected soils. Side and back slopes shall be protected as soon as practicable upon completion of rough grading. Earthwork brought to final grade shall be finished as indicated.

5. The Contractor shall construct or install temporary and permanent erosion and sedimentation control features as indicated on the drawings. Berms, dikes, drains, sedimentation basins, grassing, and mulching shall be maintained until permanent drainage and erosion control facilities are completed and operative.

6. The Contractor's field offices, staging areas, stockpile storage, and temporary buildings shall be placed in areas designated on the drawings or as directed by the Contracting Officer.

Temporary movement or relocation of Contractor facilities shall be made only when approved. Borrow areas shall be managed to minimize erosion and to prevent sediment from entering nearby waters. Spoil areas shall be managed and controlled to limit spoil intrusion into areas designated on the drawings and to prevent erosion of soil or sediment from entering nearby waters. Spoil areas shall be developed in accordance with the grading plan indicated on the drawings. Temporary excavation and embankments for plant and/or work areas shall be controlled to protect adjacent areas from despoilment.

7. The Contractor shall thoroughly clean all construction equipment previously used at other sites before it is brought into the work areas, ensuring that soil residuals are removed and that egg deposits from plant pests are not present; the Contractor shall consult with the USDA jurisdictional office for additional cleaning requirements.

01560-5

B. Protection of Fish and Wildlife Resources: All species of wildlife are protected on Hurlburt Field, Florida. Feeding, possessing, capturing, and attempting to capture, kill or otherwise harass wildlife is prohibited.

C. Black Bear and American Alligator: Black bear and American alligator sightings are common on Hurlburt Field. Law protects both animals. Feeding, possession, or harassment of an alligator is a second-degree misdemeanor. The Florida black bear is a state listed threatened species. If a bear is sighted, contact the 1 SOCES/CEIE (884-4651) as soon as possible. Construction sites must be cleared of any food or drink items at the end of each workday. Any items that could attract bears must be carried off the base or placed in a dumpster. Ensure all dumpster doors and lids are securely closed at the end of the day to deter bears from entering and feeding.

3.6 CULTURAL RESOURCES

A. Historical, Archaeological, and Cultural Resources: Existing historical, archaeological, and cultural resources within the Contractor's work area will be so designated by the Contracting Officer if any has been identified. The Contractor shall take precautions to preserve all such resources as they existed at the time they were first pointed out. The Contractor shall provide and install protection measures for these resources and be responsible for their preservation during the life of the contract. Protection measures will be provided by 1 SOCES/CEIE after consultation with the State Historic Preservation Officer on a case-by-case basis.

B. Artifacts Discovered During Construction: If during excavation or other construction activities any previously unidentified or unanticipated resources are discovered or found, all activities that may damage or alter such resources shall be temporarily suspended. Resources covered by this paragraph include but are not limited to: any human skeletal remains or burials; artifacts; shell, bone, charcoal, or other deposits; rocks or coral alignments, pavings, wall, or other constructed features; and any indication of agricultural or other human activities. Upon such discovery or find, the Contractor shall immediately stop work and notify the Contracting Officer and

1 SOCES/CEIE.

3.7 WATER RESOURCES

A. The Contractor shall keep construction activities under surveillance, management, and control to avoid pollution of surface and ground waters. Toxic or hazardous chemicals shall not be applied to soil or vegetation when such application may cause contamination. Monitoring of water areas affected by construction shall be the Contractor's responsibility.

B. Wetlands: Monitoring of wetland and water resources affected by construction activities shall be the responsibility of the Contractor. During construction, best management practices (BMP’s) will be required to maintain buffer areas and soil erosion measures near water areas that could be adversely affected by construction activities. Contractor should plan for all events which will cause extreme conditions that may result in failure of BMP’s. All fines and penalties assessed for wetlands violations affected by construction activities shall be the responsibility of the contractor.

C. Stormwater: The contractor shall use proper control and management techniques to ensure stormwater criteria are met in accordance with Federal, State, and local stormwater regulations.

Runoff from the construction site or from storms shall be controlled, retarded, and diverted as indicated on the drawings to protected drainage courses by means of diversion ditches, benches, berms, and by any measures required by area wide plans under the Clean Water Act. Prior to any project that disturbs greater than one acre, the contractor must complete a Notice of Intent with FDEP and have a Stormwater Pollution Prevention Plan approved by 1 SOCES/CEIE. A notice of termination must also be filed at the conclusion of the project.

D. Silt screens must be installed prior to start of construction. Silt screens and/or other erosion control devices shall be installed on construction sites that are in or near wetland areas. Silt screens shall consist of trenched and staked filter fabric and trenched and staked hay bales.

Filter fabric must be toed 8 inches into the soil to avoid sediments that would be transported via water under the screen. Hay bales must be placed end to end on the down stream side of the screen and be trenched and staked firmly into the ground. Chinking is usually required to fill gaps between the bales. Silt screens must be maintained properly. Screens and other control devices must be inspected once a week and after any rainfall event totaling 1/2 inch or more to ensure they are in good repair and functioning properly. In areas that experience high flow rates, extra precautions will be necessary to stabilize screens. Trenching of hay bale

01560-6 barriers is required to adequately control runoff. A series of screens may have to be installed in waters that are especially turbid to properly filter out sediments. Silt screens will remain in place and properly maintained until the site is properly stabilized with sod or seeding.

E. In some cases where severe erosion results in waters becoming turbid despite control measures, regular turbidity monitoring and documentation shall be necessary. Any such documentation shall be forwarded to 1 SOCES/CEIE for review.

F. Stream Crossings shall allow movement of materials or equipment without violating water pollution control standards of the Federal, State or local government.

G. Landscaping: All new landscaping will be watered in accordance with the current stage of the Hurlburt Field Water Conservation Policy. All irrigation work will need to be coordinated with 1 SOCES/CEIE & 1SOCES/CEC. The use of potable water for irrigation systems is prohibited.

H. Contractor is not authorized sewage holding tanks on base and must procure a portable toilet service contract. The contract must include the correct removal of sewage and maintenance of the portable toilet.

3.8 AIR RESOURCES

A. Equipment operation and activities or processes performed by the Contractor in accomplishing the specified construction shall be in accordance with the State rules and all Federal emission and performance laws and standards. Ambient Air Quality Standards set by the Environmental Protection Agency shall be maintained. The Contractor shall monitor all air areas affected by the construction activities. Monitoring results will be periodically reviewed by 1 SOCES/CEIE to ensure compliance.

B. Ozone Depleting Substances: The contractor shall adhere to Air Force and HFLD policies regarding halons and chlorofluorocarbons (CFCs). The contractor shall not introduce any Class I Ozone Depleting Substances (ODS) to Hurlburt Field during the course of this contract. The contractor shall be responsible for the recovery and recycling of all Class II ODS, including any necessary sampling marking, labeling, and disposal. The contractor may access the Hurlburt Field ODS Management Plan for guidance. However, the contractor shall remain ultimately responsible for any ODS work related to these tasks. Any work performed on equipment containing ODS used as refrigerants shall only be done by EPA certified technicians. Certification cards shall be on their person at all times. Intentional venting of ODS is strictly prohibited. Any work performed on equipment containing ODS used as refrigerants should only be done by EPA-certified technicians. Certification cards should be on their person at all times.

C. Particulates: Dust particles; aerosols and gaseous by-products from construction activities; and processing and preparation of materials, shall be controlled at all times, including weekends, holidays and hours when work is not in progress. The Contractor shall maintain excavations, stockpiles, haul roads, permanent and temporary access roads, plant sites, spoil areas, borrow areas, and other work areas within or outside the project boundaries free from particulates which would cause the air pollution standards to be exceeded or which would cause a hazard or a nuisance. The Contractor must have sufficient, competent equipment available to accomplish these tasks. Particulate control shall be performed as the work proceeds and whenever a particulate nuisance or hazard occurs by employing BMP’s.

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D. Employ the following BMP’s to minimize air pollutants:

1. Limit the entry/exit of vehicles to the site to minimize track-in and track-out of aggregate and construction materials.

2. Apply water or other dust suppressants to unpaved roads..

3. Keep stock piles and open containers covered when not in use.

4. Landscape or vegetate as soon as practical.

3.9 SOLID WASTE

A. The contractor shall make every attempt to reduce the generation of solid and hazardous waste to the maximum extent possible. The contractor shall utilize the Base Recycling Center (884- 7577) for any office paper, cardboard, plastic, or metal wastes related to a project whenever possible. All wastes, whether recycled or landfilled, shall be weighed prior to disposal. Detailed disposition information shall be reported by the fifth day of each quarter to 1 SOCES/CEIE.

Solid wastes (excluding clearing debris) shall be placed in containers and emptied, recycled or land-filled, on a regular schedule. Segregation measures shall be employed so that no hazardous or toxic waste is co-mingled with solid waste. The Contractor shall transport solid waste (items not utilized by Base Recycling Center) off Government property and dispose of it in compliance with Federal, State, and local requirements for solid waste disposal. Vehicles used in transporting refuse shall be covered and enclosed to prevent spillage. Expense and cleanup of any spills on or off base are always the responsibility of the contractor.

B. Solid Waste Management Plan: The Solid Waste Management Plan, refer to paragraph titled

Submittals, shall include, but not limited to, the following:

1. Description and estimated quantities of the proposed job-site waste to be generated.

2. Landfill Options: The name of the landfill(s) where trash will be disposed of, applicable landfill tipping fee(s), and the projected cost of disposing of all project waste in the landfill(s).

3. Waste Diversion: A list of the waste materials from the project that will be separated for reuse, salvage, or recycling, associated weights and estimated cost savings shall be reported to 1 SOCES/CEIE by the 5th day of each quarter.

4. Handling Procedures: A description of the means by which any waste materials identified in item 3 above will be stored and a description of the means to be employed in recycling the above materials consistent with requirements for acceptance by designated facilities.

5. Transportation: A description of the means of transportation of the waste and recycled materials (whether materials will be site-separated and self-hauled to designated center, or whether mixed materials will be collected by a waste hauler and removed from the site).

6. Submit cost information on the Solid Waste Management Plan for Solid Waste Disposal, Recycling, Cost savings for wastes diverted from the landfill to the Contracting Officer by 5th day of each quarter.

C. Solid Waste Management Plan Implementation

1. The Contractor shall designate an on-site party (or parties) responsible for instructing workers and overseeing and documenting results of the Solid Management Plan for the project.

2. The Contractor shall distribute copies of the Solid Management Plan to key personnel and submit the plan to the Contracting Officer as part of the Environmental Protection Plan (see Submittals section).

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3. The Contractor shall provide on-site instruction of appropriate separation, handling, and recycling, salvage, reuse, and return methods to be used by all parties.

4. The Contractor shall lay out and label a specific area to facilitate separation of materials for potential recycling, salvage, reuse, and return. Recycling and waste bin areas are to be kept neat and clean and clearly marked in order to avoid contamination of materials.

5. The Contractor shall submit with each Application for Progress Payment, a Summary of

Solid Waste Generated by the project to 1 SOCES/CEIE. Failure to submit this information shall render the Application for Payment incomplete and shall delay Progress Payment. The Summary shall be submitted on a form acceptable to the Owner and shall contain the following information:

a. The amount (in tons) of material land-filled from the project, the identity of the landfill, the total amount of tipping fees paid at the landfill, and the total disposal cost. Include manifests, weight tickets, receipt, and invoices.

b. For each material recycled, reused or salvaged from the project, the amount (in tons), the date removed from the job-site, the receiving party, the transportation cost, the amount of any money paid or received for the recycled or salvaged material, and the net total cost or savings of salvage or recycling each material. Attach manifests, weight tickets, receipts, and invoices.

c. Any serviceable or salvageable items not accepted by DRMO or Base Supply will become the property of the Contractor and will be properly handled, transported, and disposed of off-base by the Contractor in conformance with the Solid Management Plan and with all applicable federal, state, and local regulations.

3.10 HAZARDOUS WASTE (Includes Special and Universal Waste)

A. The contractor shall be considered the primary co-generator for all hazardous wastes generated throughout the duration of the contract. All hazardous waste management activities shall be coordinated and approved by 1 SOCES/CEIE.

B. The contractor’s key personnel must attend the Hurlburt Field Hazardous Waste Awareness briefing prior to starting work on base. For reservations, contact Randy Trent at (850) 884-7923 or email randy.trent@hurlburt.af.mil.

C. The contractor is responsible for the management and disposal of all hazardous wastes he/she generates on base. All cost for labor, equipment, materials, transportation, and other services required to comply with federal, state and local laws governing hazardous/special waste management and disposal are the responsibility of the contractor.

D. The contractor shall characterize their waste streams using specific and technical knowledge, SDSs and/or sampling and analysis. This responsibility also includes preparation of waste profile sheets, manifests (regulated and non regulated) packaging, marking and labeling of wastes containers.

E. The contractor shall manage all hazardous waste, special waste, and universal waste IAW the

HFLD Hazardous Waste Management Plan. The contractor shall ensure that all employees, including their subs, comply with the rules and procedures outlined in the Hurlburt Field Hazardous Waste Management Plan.

F. The contractor shall be familiar with and have immediate access to the following publications and regulations:

1. Environmental Protection Agency (EPA): Title 40 Code of Federal Regulations, Parts 260-

2. Department of Transportation (DOT): Title 49 Code of Federal Regulations, Parts 171-177

3. Hurlburt Field Hazardous Waste Management Plan mailto:randy.trent@hurlburt.af.mil

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G. If transportation of Hazardous Wastes is required, the contractor shall possess or ensure the transportation company used for transportation of hazardous waste has a valid state and federal EPA identification number and all DOT requirements are met.

H. The contractor shall prepare profiles and manifests for all waste transported off base for disposal.

A designated representative from 1 SOCES/CEIE, Environmental Element, must approve and sign the hazardous waste/non-hazardous waste manifest. Contractor shall ensure the signed manifest is returned to 1 SOCES/CEIE within 45 days from the time it’s received at the disposal facility.

I. The Hurlburt Field Hazardous Waste Storage Facility may accept contractor’s hazardous, special and universal waste (that was generated on base) depending on type of waste, quantities generated and provisions of the contract. 1 SOCES/CEIE must approve acceptance of the waste before it’s generated.

3.11 HAZARDOUS MATERIALS

A. For the purposes of the document, Hazardous Materials (HM) are defined as any product, material, chemical or substance listed in 49 CFR 172.101 (revised) and 40 CFR 302-304 (revised). Specifically, a HM is any substance or material, in any quantity or form that has the potential to harm human health or the environment or displays specific characteristics (reactive, corrosive, ignitable, and toxic).

B. Absolutely no HM shall be brought onto Hurlburt Field until that material is reviewed and approved by 1 SOCES/CEIE and IAW AFI 32- 7086, Hazardous Material Management. This requirement shall apply for all HM that the contractor intends to bring onto government property for any/all processes or applications. The contractor shall submit a complete hazardous material inventory list including Safety Data Sheets and any other supporting documentation for each HM used prior to contract start or introduction of that material to Hurlburt Field. The HM inventory shall include the contract number, performance period, and a contractor point of contact for HM matters. All excess material and empty containers are the responsibility of the contractor and shall be removed accordingly at the end of the contract. Should contractor HM requirements change during the performance period, the Contractor shall immediately notify the

1 SOCES/CEIE Base HM Program Manager of such changes in writing.

C. Storage of Hazardous Materials: All HM shall be stored at Hurlburt Field with approval and coordination from 1 SOCES/CEIE, the base Fire Department (1 SOCES/CEF), and Wing Safety.

The contractor shall observe HM storage practices in accordance with regulations, policies, plans and procedures employed by the base.

D. All contractor personnel shall immediately report to the Contracting Officer and 1 SOCES/CEIE any hazardous materials, substances (including suspect asbestos containing materials), chemicals, or contaminated areas encountered.