Attachment 1_Environmental A and E SOW.pdf

Attachment A

FAA, MIKE MONRONEY AERONAUTICAL CENTER

Statement of Work

Environmental Architectural/Engineering Services

December, 2019

Prepared By: Environmental and Safety Staff, AMP-100

CONTENTS

DIVISION 0 GENERAL REQUIREMENTS

SECTION 010 Scope of Work

SECTION 020 Facility Background Information

SECTION 030 Site Conditions

SECTION 040 General Information

SECTION 050 Contract Administration Data

DIVISION 1 FIELD WORK PLANS

SECTION 110 Preinvestigation Activities

DIVISION 2 DESIGN REQUIREMENTS

SECTION 210 General

SECTION 220 Design Criteria

SECTION 230 Preparation of Project Manual (Type A)

SECTION 240 Preparation of Drawings (Type A and B)

SECTION 250 Preparation of Specifications (Type B)

SECTION 260 Preparation of Cost Estimates (Type A and B)

SECTION 270 Preparation of Design Analysis, Code Reviews and Compliance (Type B)

SECTION 280 Preparation of Submittals, Review and Schedule

DIVISION 3 COORDINATION AND COMMUNITY RELATIONS

SECTION 310 Project Coordination

SECTION 320 Community Relations

LIST OF ATTACHMENTS

A - MMAC Site Cleanup Status .............................................................................................................. A-1

B - Soil and Ground Water Sampling Requirements .............................................................................. B-1

C - Sample Shipment, Receiving and Documentation Requirements ..................................................... C-1

D - Laboratory Requirements ................................................................................................................... D-1

E - FAA Order AC 1050.4C, "MMAC Spill Prevention Control and Countermeasures Plan" ............. E-1

F - FAA Order AC 1900.12C, "MMAC Emergency Operation Plan" ................................................... F-1

G - FAA Order AC 3900.21H "MMAC Occupational Safety and Health Program" ............................ G-1

H - MMAC Design Guidelines ................................................................................................................ H-1

DIVISION 0 GENERAL REQUIREMENTS

SECTION 010 Scope of Work

1. The Federal Aviation Administration's (FAA) Mike Monroney Aeronautical Center (MMAC), located in

Oklahoma City, Oklahoma, is the site of a variety of activities supporting the central mission of the FAA, which is to promote safety and efficiency in the use of the nation's airspace. Environmental Architectural and Engineering (AE) services are needed to ensure compliance with local, state and federal environmental laws in the conduct of the

FAA’s mission.

2. Services to be provided under this contract are defined as Type A and Type B as follows:

2.1. Type A: Type A services shall provide field surveys and investigations required to obtain preliminary design data and other services. However, it is understood that MMAC reserves the right to utilize the services of other consulting firms or to directly contract environmental remediation work at MMAC’s discretion. Work under Type A includes, but is not limited to:

2.1.1. Development of program requirements;

2.1.2. Determination of project feasibility;

2.1.3. Preparation of drawings of an existing or new facility, where current drawings are not available;

2.1.4. Subsurface investigations (soil borings);

2.1.5. Architectural, structural, electrical, and mechanical investigations of an existing building, where current information is not available;

2.1.6. Surveys (topographic, boundary, utility);

2.1.7. Preparation of models, color renderings, photographs, or other presentation materials;

2.1.8. Travel and per diem associated with directed trips exceeding 25 miles from contractor’s facility;

2.1.9. Supervision and/or inspection of construction;

2.1.10. Preparation of operating and maintenance manuals;

2.1.11. Budget and cost estimates;

2.1.12. Submittal review;

2.1.13. Preparation of electronic media;

2.1.14. Any topographical surveys, excavations, soil borings, soil analyses, chemical tests, laboratory tests, and any other tests required for a complete design of each project will be the responsibility of the AE.

2.1.15. Preparation of contract as-built drawings.

2.2. Typical areas where Type A studies may be required include:

2.2.1. Spill prevention, containment and countermeasure plans.

2.2.2. Noise evaluations.

2.2.3. Industrial waste water pretreatment.

2.2.4. Air quality, including but not limited to: air emission inventories per the Environmental

Protection Agency (EPA) and Oklahoma Department of Environmental Quality (ODEQ), indoor air quality assessments involving vapor intrusion to the indoor environment and human health risk assessment from an inhalation standpoint per EPA/ODEQ guidance.

2.2.5. Industrial waste hauling, control and treatment.

2.2.6. Asbestos survey, testing and abatement.

2.2.7. Environmental Impact Statements (EIS’s) and Environmental Assessments (EA’s) under the National Environmental Policy Act (NEPA).

2.2.8. Environmental Due Diligence Audits (EDDA’s) and Environmental Site Assessments

(ESA’s) under the Comprehensive Environmental Response, Compensation and Liability

Act (CERCLA).

2.2.9. Hazardous material storage and handling.

2.2.10. Groundwater assessments, monitoring well installation, well plugging and abandonment.

2.2.11. Superfund Amendments and Reauthorization Act (SARA) Title III program.

2.2.12. Polychlorinated Biphenyl (PCB) survey, testing and abatement.

2.2.13. Solid waste management.

2.2.14. Hazardous waste management.

2.2.15. Pollution prevention opportunity assessment.

2.2.16. Fuel storage tank management.

2.2.17. Environmental compliance audits.

2.2.18. Environmental management system audits.

2.2.19. Remediation of air, soil, sediment, groundwater and/or surface water contamination, using Green and Sustainable Remediation (GSR) where applicable.

2.2.20. Drinking water quality analysis and treatment.

2.2.21. Environmental contaminants of emerging concern (CEC’s); including but not limited to per-and polyfluoroalkyl substances (PFAS).

2.2.22. Natural and cultural resource surveys, such as protected species surveys, wetland surveys, etc.

2.2.23. Impaired waters / streams and watershed studies under the Clean Water Act (CWA).

2.3. Type B: Type B service shall provide construction documents for competitive bidding and associated construction administration. Work under Type B shall include but not be limited to the following:

2.3.1. Field visits;

2.3.2. Preparation of construction drawings;

2.3.3. Preparation of construction specifications;

2.3.4. Construction cost estimates;

2.3.5. Design analysis;

2.3.6. Economic analysis; and

2.3.7. Preparation of project documentation in approved electronic media format.

2.3.8. Review of construction documents by local city and state code enforcement officials.

3. The AE shall be responsible for the verification of all dimensions, measurements, and location of existing facilities, utilities, and equipment. The AE shall make visits to the project site and to the Resident Engineer’s

(RE) office as necessary for effective completion of each project’s design. The AE is to do sufficient research to provide a design in compliance with each project's scope.

4. The contractor shall furnish all labor, tools, materials, equipment, supervision, personnel and services as required to complete work as described in this specification.

5. All FAA requirements under this contract shall be on a delivery order basis as requested by the government. The

FAA will prepare a scope of work for each task to be performed. The contractor shall then provide a negotiable proposal and price quotation based on the given scope of work. The proposal shall include a description of work

(work plan), manpower and equipment requirements and a list of deliverables. In addition, the proposal shall include a work schedule and shall address the preparation of amended health and safety plans, field sampling plan and other such plans as appropriate. The price quotation shall conform to the listed fixed rates for hourly rates, direct cost, equipment and testing and shall include an analysis of annual operating and maintenance costs, if applicable. Specific delivery order performance periods, deliverable item requirements, and delivery dates for all delivery orders placed pursuant to this contract shall be established at the time any such delivery order is issued.

6. The contractor shall give the fullest consideration practicable to the availability of resources and personnel required and the establishment of priorities of work. Work under such additional delivery orders shall not commence until the complete delivery order is finalized and signed by the Contracting Officer (CO). Receipt of a signed delivery order shall constitute a notice to proceed (NTP) unless a different NTP is specified in the delivery order.

SECTION 020 Facility Background Information

1. Activities and Mission:

1.1. The Federal Aviation Administration's (FAA) Mike Monroney Aeronautical Center (MMAC), located in Oklahoma City, Oklahoma, is the site of a variety of activities supporting the central mission of the

FAA, which is to promote safety and efficiency in the use of the nation's airspace. In fulfillment of this mission, the MMAC conducts centralized training, aircraft fleet maintenance and modification, central warehousing and supply, aeromedical research, and maintains and administers aircraft and airman (including medical) records. It consists of approximately 1100 acres of land and numerous buildings which are leased in total from the Oklahoma City Airport Trust (OCAT).

1.2. Waste Generation History - The primary MMAC activities that use and generate hazardous materials/hazardous wastes include aircraft maintenance; facilities and vehicle maintenance; painting and plating; material fabrication and repair; fuel storage, transfer and distribution; and aeromedical research. Most hazardous wastes generated by FAA have been containerized and disposed by contractors off-site. Past disposal practices on the MMAC lease included burial of radioactive materials, discharge to sanitary and storm sewers, and on site burning by the former tenant prior lease by the FAA in 1958. These practices, along with their groundwater impacts, have been the subject of a comprehensive environmental investigation since 1992. Past and present sites investigated and the current status is shown in Attachment A.

SECTION 030 Site Conditions

1. Location:

1.1. The MMAC is located in the far southwest portion of Oklahoma County and is also in the southwestern region of the Oklahoma City Metropolitan Area. The facility is within Oklahoma City limits. Cities to the south of the facility are located in Cleveland County and include the cities of Moore and

Norman.

2. Climate:

2.1. The climate of Oklahoma is continental in type, as in all of the central Great Plains. Summers are long and occasionally very hot. Winters are shorter and less rigorous than those of the more northern plain states.

2.2. The climate of Oklahoma City falls mainly under the continental controls of the Great Plains region.

During the year, temperatures of 100 degrees or more occur on an average of 10 days, but have occurred on as many as 50 days or more. While summers are usually hot, the discomforting effect of extreme heat is considerably mitigated by low humidity and the prevalence of a moderate southerly breeze. The average date of the last freeze is early April, and the average date of first freeze is early

November. Freezes have occurred in early October.

2.3. Summer rainfall comes mainly from showers and thunderstorms. Winter precipitation is generally associated with frontal passages. The period with the least number of days with precipitation is

November through January and the month with the most rainy days is May. Thunderstorms occur most often in late spring and early summer. Large hail and/or destructive winds on occasion accompany these thunderstorms. Snowfall averages less than 10 inches per year and seldom remains on the ground very long. Occasional brief periods of freezing rain and sleet storms occur. Heavy fogs are infrequent. Prevailing winds are southerly except in January and February when northerly breezes predominate.

3. Environment:

3.1. MMAC is located on generally flat, grassy, prairie-type terrain at an elevation of 1265 to 1280 feet.

The Center is situated on a ridge dividing the North Canadian River basin to the north and the

Canadian River basin, to the south. Tree-lined drainages extend from the Center to the south and east into branches of Cow Creek. The MMAC lease surrounds an Outlet Lagoon which receives stormwater drainage from the Center and the Will Rogers World Airport. The Lagoon drains into

Lake Peachy, headwater for Cow Creek. Although some residences are within a mile of the Center, the area is generally rural, with businesses to the north and west. Oil wells operate on site.

SECTION 040 General Information

1. Definitions:

1.1. The abbreviation CO/COR appearing herein are an abbreviation for Contracting Officer/Contracting

Officer's Representative.

1.2. The term contractor refers to the prime contractor, partners in a joint venture and any subcontractors used by the primary contractor.

1.3. The a RE refers to the MMAC resident engineer assigned as point of contact for a particular task.

2. Inspection of AE’s Facilities:

2.1. The CO or his authorized representative, may at all reasonable times, inspect or otherwise evaluate the work being performed hereunder and the premises on which it is being performed. If any inspection or evaluation is made on the premises of the AE or his subcontractor, the AE shall provide and shall require his subcontractors to provide all reasonable facilities and assistance for the safety and convenience of the Government representatives in the performance of their duties. All inspections and evaluations shall be performed in such a manner as will not unduly delay the work.

3. Commencement of Performance:

3.1. The execution of a contract shall not constitute authority for the contractor to commence performance. Performance shall be ordered by the issuance of a formal delivery order by an authorized CO of the Mike Monroney Aeronautical Center. Orders issued orally or by written telecommunications shall reference the formal delivery order number and shall be confirmed by issuance of the formal delivery order.

4. Inspection of Site:

4.1. Before submitting proposals for delivery orders, the contractor shall visit the site to satisfy himself as to the nature and scope of all work to be done. The submission of a proposal will be taken as evidence that such an examination has been made and difficulties, if any, noted. Later claims for labor, work, material and equipment required for any difficulties encountered which could have been foreseen, will not be recognized and all such difficulties shall be properly taken care of by the contractor at no additional expense to the Government.

5. Coordination:

5.1. General: The work of this contract includes coordination of the entire work of the project, including preparation of general coordination drawings/diagrams/schedules, and control of site utilization; from the beginning of activity, through the project close-out and warranty periods.

5.2. The contractor shall meet with the COR prior to the start of any construction and shall arrange necessary access and delivery routes between public thoroughfares and the construction site; and necessary storage and staging areas.

5.3. The contractor shall schedule his work so that his working hours and the working hours of the

Government's facility coincide. Should it be necessary to work hours other than normal, regular working hours, the contractor shall arrange for access to the area with the COR. at the site three working days prior to this need. Normal working hours are between the hours of 8:00 a.m. and 4:30 p.m. Monday through Friday, excluding Government holidays.

5.4. The contractor shall keep on the construction site a set of drawings so that the exact location of all underground utilities and all equipment shall be indicated thereon and turned over to the CO upon completion of the project.

5.5. The contractor shall provide sufficient safe and proper facilities at all times for the inspection of the work by the CO/COR. or his authorized representative.

5.6. The contractor shall at all times properly protect all his work from damage and shall protect the

Government's property from injury or loss during the performance of this contract. He shall make good any damage, injury or loss, except such as may be directly due to errors in the contract documents or caused by agents or employees of the Government. He shall adequately protect adjacent property as provided by law and the contract documents. He shall provide and maintain all passageways, guard fences, lights and other facilities for protection required by public authority or local conditions.

5.7. The contractor shall be responsible for damages to the work of other contractors or to buildings, or their contents, people, etc., caused by any of the equipment installed by him through equipment or material failures or disconnected pipes, fittings or by over-flows and shall make, at his own expense, all repairs to merchandise, fixtures and equipment so damaged.

6. Temporary Facilities:

6.1. Temporary facilities may include those necessary for loading drums, decontamination areas, dressing rooms, equipment storage and on-site food, lodging or sanitation structures or modifications to structures.

6.2. The contractor shall develop a decontamination plan as a portion of the Safety Plan and identify any temporary decontamination facilities to be constructed or used for the activities in this contract. One or more decontamination stations may be established. The decontamination facility (Contamination

Reduction Zone) should be located in an area between the Exclusion Zone (the contaminated area) and the Support Zone (the clean area). All equipment, structures and facilities used for decontamination must be decontaminated and/or disposed of properly. Contaminated equipment, temporary structures and materials should be dismantled or collected and placed in containers and labeled. Also, all spent solutions and wash water should be collected and disposed of properly. Any soils which have been contaminated should also be removed and placed in containers for testing. Any structures or equipment which is contaminated during the operation should be cleaned to remove any chemical contaminants. The decontamination stations shall be removed or dismantled once they are no longer needed.

6.3. Any temporary structure or facility constructed for staging or loading drums or removal of soil shall be designed to protect the environment from chemical contamination. Once operations are completed, the structure or facility shall be removed and disposed of according to the amount and type of chemical contamination and applicable regulations. Any ground materials which were contaminated during staging or loading drums shall be excavated and the material placed in containers for sampling.

Dressing areas or equipment storage facilities constructed or used during site operations shall be removed or returned to their original condition once they are no longer needed. Facilities and structures used by the contractor shall be returned to their original condition, and any improvements shall remain as directed by the CO or COR

6.4. Any modifications to FAA structures, buildings or facilities shall be approved by the contracting officer prior to modification. Once the structures or buildings are no longer needed, they may be removed and/or the facility restored to its original condition. The CO has authority to approve any modification and to require removal or alteration of modifications once a building or structure is no longer needed.

6.5. Should the contractor require any power or utility shutdown during construction, he shall arrange for such shutdown with the COR three working days prior to this need.

6.6. Temporary utilities (water and electricity) shall be furnished to the contractor by the Government except where remoteness of a site work location precludes this, in which case, the contractor shall furnish its own water and electricity. Contractor shall maintain and protect all utilities furnished to it by the government during the course of construction and shall repair or replace any items damaged through his own negligence.

6.7. Temporary toilet facilities shall be furnished by the contractor. Facilities shall be maintained in a clean and sanitary condition throughout the project period. At the discretion of the CO/COR the contractor may apply for and be granted permission to utilize the government’s facilities at no cost to the contractor.

6.8. The contractor shall provide temporary fences and barricades as needed for protection and security during construction.

7. Mobilization and Site Preparation:

7.1. The contractor shall acknowledge that a careful investigation has been made of the nature and location of the work to be performed; the character, quality, and quantity of materials and obstructions to be encountered; the character of equipment and facilities needed prior to and during execution of the work; the general and local conditions and all other such matters which can in any way affect the work.

7.2. Mobilization - The contractor shall:

7.2.1. Purchase and transport to the site appropriate containers for holding soil or other contaminated material generated during sampling procedures and 55 gallon drums suitable for storage and shipment.

7.2.2. Prepare the necessary plans and procedures (see Division 1).

7.2.3. Arrange for use or provide all personnel and equipment necessary to: (a) place soil, sampling debris, etc., in containers, (b) move containers into a storage/containment area, (c) label and mark containers (d) sample air, soil, ground water, surface water and sediment,

(e) and decontaminate equipment and personnel.

7.2.4. Arrange for food and lodging for workers during the duration of on-site activity.

7.3. Site Preparation

7.3.1. The contractor shall prepare the site for sampling activities to ensure sampling goes smoothly and that worker safety is not compromised. Safety measures during site preparation should be afforded the same level of care as during actual sampling.

7.3.2. The contractor shall, as needed: (a) arrange traffic flow patterns to ensure safe and efficient operations and minimize inconvenience to MMAC employees and contractors, (b) eliminate physical hazards from the work area as much as possible, (c) construct operations pads for mobile facilities and temporary structures, processing and staging areas and decontamination pads, (d) provide adequate illumination for work activities, and (e) install all wiring and electrical equipment in accordance with the National Electrical Code.

8. Demobilization and Site Cleanup:

8.1. The contractor shall place in containers and remove any materials contaminated with toxic/hazardous chemicals released as a result of his on-site operations. Contaminated materials shall be cleaned up or removed immediately following the release.

8.2. All materials contaminated with toxic/hazardous chemicals shall be placed in drums for storage and subsequent disposal. The contractor shall ensure only those materials which have been contaminated will be placed in drums. Small amounts of hazardous waste such as may be generated during sampling shall be containerized, labeled and prepared for shipment. At the Government's option, the wastes may be turned in to the MMAC hazardous waste program for disposal.

8.3. All uncontaminated, non-hazardous waste materials shall be separated for removal and disposal in a state approved sanitary landfill.

8.4. The contractor shall utilize good housekeeping to maintain a state of cleanliness at the scene of site operations and shall complete site cleanup and restoration as appropriate at the completion of the job.

9. Testing:

9.1. The contractor shall bear all costs for testing which may be called for in the several specifications sections that follow.

10. Cutting and Patching:

10.1. Definition: Includes cutting and patching of both previously existing work and nominally completed portions of contract work. Excludes shop fabrication of work, and normal installation procedures including the drilling of holes to install fasteners. Excludes special categories of work identified as alterations, demolition, excavating, grading, planting, cleaning, removal/replacement of noncomplying work and similar activities; although some of these activities may require cutting and patching.

10.2. Requirements for cutting and patching shall be described by the contractor in its work plan or delivery order proposal. The contractor shall describe the extent of cutting and patching required, how it is to be performed and why it cannot be avoided.

10.3. The contractor shall:

10.3.1. Not cut and patch structural elements in a manner that would reduce their load-carrying capacity or load-deflection ratio.

10.3.2. Not cut and patch operating elements or safety related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety.

10.3.3. Use materials that are identical to existing materials. If identical materials are not available or cannot be used where exposed surfaces are involved, use compatible materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect.

Use materials whose installed performance will equal or surpass that of existing materials.

10.3.4. Patch with durable seams that are as invisible as possible.

10.3.5. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing.

11. Cleanup:

11.1. All debris resulting from the proposed work shall be removed from the premises and at the completion of the project, the area occupied and/or utilized during construction shall be left in its original condition before construction began.

12. Stored Materials:

12.1. All materials stored at the site shall be stored above ground and protected from the elements by being covered with a waterproof covering.

13. Performance Requirements for Completed Work:

13.1. In addition to the requirement that every element of the work comply with applicable requirements of contract documents, it is also required that the work as a whole (the project) be executed so as not to interfere in any way with the normal day-to-day occupancy and use of the existing facilities.

14. Warranties:

14.1. No special warranties are required. Standard manufacturer's warranties for installed equipment are acceptable.

15. Subcontractors:

15.1. If subcontractors are to be utilized, the prime contractor must provide the names and addresses of proposed subcontractors and the type and percentage of work they will provide to the CO. The prime contractor assumes responsibility for all services offered and produced. The prime contractor will be the sole source of contact with regard to any task in this specification, including payment of any and all charges resulting from this contract.

15.2. The contractor shall not subcontract all or any part of the work without first having obtained the written consent of the CO. Any such subcontracting made or attempted to be made without such written consent shall not be binding on and need not be recognized by the CO. Consent by the CO regarding subcontracting shall not relieve the contractor of his responsibility for proper performance of all work covered in this specification.

16. Personnel Safety:

16.1. Personnel engaging in the investigation of hazardous waste or petroleum spill sites must be trained and qualified at a level commensurate with their job function and responsibilities, and to the degree of anticipated hazards. Anyone entering a site must be trained to recognize and understand the potential hazards to health and safety associated with sampling and/or cleanup of the site.

16.2. Personnel must be thoroughly familiar with the programs and procedures contained in the site Work

Plan and Health and Safety Plan. The contractor shall provide supportive evidence of the qualifications, experience and training of project personnel, including site workers, on-site management and supervisors, and health and safety staff.

16.3. Any visitors to the site must receive a safety briefing. Visitors are not permitted in the work area unless they have been trained, fit-tested and medically approved for respirator use, if site conditions warrant the use of a respirator. The contractor is not required to provide the above, except for its employees.

17. Access to Flight Line:

17.1. Some of the sites requiring investigation are located inside the restricted air operations area (i.e. flight line) of Will Rogers World Airport. Contractor personnel entering this area must be escorted by an

FAA employee or be properly credentialed. Contractor vehicles which enter the restricted area must carry $1,000,000 of liability insurance.

18. Handling of Drummed Waste:

18.1. The site Work Plan shall provide Standard Operating Procedures for handling drums and containers, loading drums into overpack containers, and transporting containers to a containment area. All activities shall follow procedures identified in the submitted plans regarding personnel protection and safety, air monitoring, established protocols, decontamination and handling procedures.

18.2. The contractor shall define, in the site Work Plan, the practices and procedures for the safe handling of drums and other hazardous waste containers. In preparing these procedures, the contractor shall consider the following:

18.2.1. OSHA, 29 CFR Parts 1910 and 1926 - This includes the general requirements and standards for storing, containing, and handling of chemicals and containers, and for maintaining equipment used for handling materials.

18.2.2. EPA, 40 CFR Part 265 - This stipulates requirements for types of containers, maintenance of containers and containment structures, and design and maintenance of storage areas.

18.2.3. DOT, 49 CFR Parts 171-178 - This stipulates requirements for containers and procedures for shipment of hazardous wastes.

18.2.4. MMAC waste storage and turn in procedures - To be furnished by the FAA Environmental and Safety Staff, AMP-100.

18.3. In the event of a spill while handling drums or other containers, the contractor shall perform emergency spill response, including notification, containment and cleanup in accordance with the latest revision of Order AC 1050.4. To the fullest extent practicable, the contractor shall provide for the prevention of such spills.

19. Documentation and Data Presentation:

19.1. The contractor shall provide a copy of all documents generated under the terms of this contract, except for raw data produced by the laboratory during sample analysis. This includes, but is not limited to, such things as field notes, chain of custody forms, interview notes, and laboratory quality control/quality assurance data which may be hand written, type written or computer generated. The contractor shall keep sufficiently detailed records so as to be able to substantiate and reconstruct the decision making process for his portion of the agreement. All data shall be adequate to establish the traceability of standards, instrumentation, samples, and environmental information. The contractor is not required to retain the material once it has been provided to the FAA.

19.2. The contractor shall ensure that data generated under this contract is not disclosed to unauthorized personnel and data access is restricted to authorized personnel. The contractor shall not present any data without the approval of the CO.

19.3. Sampling results shall be included as an appendix to all final reports. These may be attached to the report or bound separately. These results shall include the following:

19.3.1. A copy of the Sample Analysis Request Form that was submitted with the sample;

19.3.2. A completed Chain of Custody form with the appropriate signatures;

19.3.3. A tabulation of the analytical results along with the following:

19.3.3.1. Date and time of sample collection,

19.3.3.2. Sample identification number,

19.3.3.3. Sample matrix,

19.3.3.4. The parameters analyzed and their corresponding detected concentrations (When no concentration can be detected, the value to be reported shall be "less than" the method detection limit.),

19.3.3.5. Date and time of sample extraction,

19.3.3.6. Date and time of analysis,

19.3.3.7. The method detection limit for each parameter,

19.3.3.8. A reporting of accuracy for each parameter,

19.3.3.9. Reagent blank results, for each 8 hour shift,

19.3.3.10. A reporting of precision for each parameter along with acceptability limits,

19.3.3.11. Surrogate spike results along with acceptability limits,

19.3.3.12. Citation of the analytical method used.

19.3.4. Reporting of all GC and GC/MS data may include, at the discretion of the COR:

19.3.4.1. QC matrix spike results,

19.3.4.2. QC matrix spike acceptance criteria,

19.3.4.3. Copies of the sample chromatograph with retention times appropriately labeled

(Unknown consequential peaks (25% of internal standard) shall be labeled

"Unknown".),

19.3.4.4. Copies of working standard chromatographs,

19.3.4.5. Detailed written description of the extraction method employed per parameter grouping, and

19.3.4.6. A short description of the method of analysis employed.

19.3.5. Reporting of all GC/MS data may include:

19.3.5.1. Copies for the reconstructed total ion chromatographs for each sample extract,

19.3.5.2. Copies of the mass spectra of compounds identified in the sample extract. Copies of the mass spectra of tentatively identified non-priority pollutant compounds.

20. Design Certification:

20.1 The design features of the work shall be accomplished by or under the direct supervision of a registered professional engineer licensed to practice in the State of Oklahoma. The final documents shall be stamped and signed by the engineer (See Division 2).

21. Miscellaneous and General Provisions:

21.1. The contractor shall comply with all applicable codes and standards, including laws, governing regulations, health and safety codes and industry standards. Refer to individual specification sections for specific codes and standards.

22. Permits:

22.1. Where governing regulations and imposed codes and standards require notices, permits, licenses, inspections, tests and similar items or actions in order to lawfully proceed with the required work, the contractor shall obtain those items and take those actions in accordance with the regulations of the governing authority. The costs of such permits, licenses, inspections, etc., are the obligation of the contractor.

SECTION 050 Contract Administration Data

1. Project Engineer/Manager:

1.1. The AE shall appoint a project engineer (manager) for each project to serve as the single point of contact and liaison between the AE and the Government. Upon issuance of the Notice to Proceed for design of each project, the AE shall advise the CO of the name of the individual so designated.

The AE's project engineer/manager will be responsible for the complete coordination of all work required.

2. Records of Design Meetings/Conferences and Visits:

2.1. The contractor shall provide a summary of each meeting attended, telephone conversation or other communication to the CO, COR and regulatory agency representatives (if participating in the meeting or communication) within ten (10) days of the meeting or communication. The summary shall give the date, location and purpose of the meeting or communication, persons involved, items discussed, problems addressed and resolved and action items for follow up. This applies to any meeting or communication where significant decisions are made regarding field operations or any other aspect of work performed under this contract.

2.2. The contractor shall submit monthly technical progress reports as described above within ten (10) days after the end of each month to the CO.

3. Deliverables for technical and engineering support delivery orders will be addressed in each task order.

DIVISION 1 FIELD WORK PLANS

SECTION 110 Preinvestigation Activities

1. General:

1.1. Scope

1.1.1. This section describes preinvestigation activities necessary for the performance of investigative actions that may be performed under delivery order. These preinvestigative activities consist primarily of review of existing documentation relevant to the particular task and preparation of appropriate work, quality assurance, health and safety and other related plans.

2. Background Investigation:

2.1. The purpose of the background investigation is for the contractor to become familiar with information developed during previous investigations so that data gaps may be identified. Project documents such as work, safety and sampling plans which enable the safe, accurate collection of this data are then prepared and submitted prior to initiation of field work.

2.2. The contractor shall review pertinent data and plans on file with FAA, EPA, and state and local agencies for the purpose determining additional data needed to complete any site investigation.

3. Project documents:

3.1. Prior to the start of any field work the contractor shall prepare and submit the project documents shown in paragraphs 3.3. through 3.7. for approval.

3.2. Project Schedule

3.2.1. The contractor shall provide a project schedule showing the initiation, coordination, interdependency and duration of work elements. The project schedule for long term projects shall include a phase/task bar chart or critical path diagram. The schedule shall include as a minimum initiation and completion dates for the tasks shown below:

3.2.1.1. Prepare Health and Safety Plan

3.2.1.2. Prepare Field Sampling Plan

3.2.1.3. Prepare Quality Assurance Plan

3.2.1.4. Prepare Investigation Derived Waste Plan

3.2.1.5. Prepare Work Plan

3.2.1.6. Perform site work

3.2.1.7. Submit draft report

3.2.1.8. Submit final report

3.2.2. The contractor shall submit each of the plans shown in paragraphs 3.3 through 3.7 for review and approval prior to initiating field work, and should allow adequate time in his schedule for this review.

3.2.3. The contractor shall notify the CO of any changes in the schedule. Scheduling changes must be reviewed and approved by FAA prior to initiation.

3.2.4 The contractor is responsible for scheduling on-site work at times when temperature conditions permit sampling and working outdoors.

3.3. Health and Safety Plan

3.3.1. A site-specific Health and Safety Plan (HASP) shall be prepared for on-site personnel to assign responsibility, establish personnel protection standards, specify safe operating procedures, and to provide with contingencies that may arise during the execution of the work. Appropriate personnel protection measures shall be defined for field activities at all

FAA sites. The appropriate level of protection concerning on-site activities shall be initially chosen based on assumed hazard/toxic conditions then re-established based on actual monitored and measured levels of contamination or field activities. The contractor shall assume responsibility for personal protection and safety of personnel while working at

MMAC and for updating the HASP as conditions warrant. The plan shall address specific hazards which may be present at each site to be investigated.

3.3.2. The contractor shall submit the site-specific HASP to the CO prior to commencing field activities. This plan must meet the requirements of 29 CFR 1910.120 and shall include as a minimum the following elements as described in the referenced CFR:

3.3.2.1. Site characterization and analysis (1910.120(c))

3.3.2.2. Site control (1910.120(d))

3.3.2.3. Training (1910.120(e)) - The contractor shall provide certificates or other proof of having receiving proper training.

3.3.2.4. Medical surveillance (1910.120(f))

3.3.2.5. Engineering controls, work practices, and personal protective equipment for employee protection (1910.120(g))

3.3.2.6. Monitoring (1910.120(h))

3.3.2.7. Site safety and health plan (1910.120(i))

3.3.2.8. Handling drums and containers (1910.120(j))

3.3.2.9. Decontamination (1910.120(k))

3.3.2.10. Emergency response (1910.120(l))

3.3.2.11. Illumination (1910.120(m))

3.3.2.12. Sanitation at temporary work places (1910.120(n))

3.3.3. The HASP must include the following:

3.3.3.1. Policy statements of lines of authority and accountability for plan implementation, plan objectives and roles of the site health and safety officer or manger and staff.

3.3.3.2. Procedures for identifying and controlling workplace hazards.

3.3.3.3. Procedures for communication to employees of various plans, work rules, standard operating procedures and practices that pertain to individual employees and supervisors.

3.3.3.4. Training of supervisors and employees to develop needed skills and knowledge to perform their work in a safe and healthful manner.

3.3.4. An Emergency Plan for on-site emergencies shall be prepared which documents policies and procedures for responding to site emergencies. This plan shall be prepared as a discrete section of the HASP and shall:

3.3.4.1. Be compatible with the pollution response, disaster, fire and emergency plans of local, state and federal agencies.

3.3.4.2. Comply with the latest revisions of Order AC 1050.4, "Spill Prevention and

Response Plan," and Order AC 1900.12 "MMAC Emergency Operations Plan."

3.3.5. The health and safety plan shall otherwise comply with the applicable portions of the latest revisions of FAA Order 3900.19, "Occupational Safety and Health (OSH) Policy" and

Aeronautical Center Order AC 3900.21, "Mike Monroney Aeronautical Center

Occupational Safety and Health Program."

3.3.6. The HASP shall be reviewed and updated in response to new or changing site conditions or information.

3.4. Field Sampling Plan

3.4.1. Development of reliable and quality soil, water, air and other environmental data is a critical element in any investigation. The site specific Field Sampling Plan shall include the following:

3.4.1.1. Identification of FAA MMAC site(s) to be investigated.

3.4.1.2. Locations of soil, sediment and surface water sampling points, areas to monitor for airborne contaminants, and monitoring/potable wells for measurement and sampling.

3.4.1.3. Justification for the locations and number of samples and monitoring points based on FAA or other available records.

3.4.1.4. Explanation on the type of data and information to be obtained and intentions for use regarding previous data verification, extent and levels of contamination and, if appropriate, targeted contaminants for control and removal. This includes the desired level of analytical accuracy and detectability of parameters to be tested and analytical methods to be used to achieve the desired level of accuracy.

3.4.1.5. Monitoring well design and construction details.

3.4.1.6. Sampling methods for each type of medium and sampling site. This includes sample marking, preservation and holding times.

3.4.1.7. Organization flow chart for sampling activities indicating names, titles and tasks to be performed. Give names and phone numbers for contractor and laboratory contacts.

3.4.1.8. Field apparatus to be used including make and model of field instruments and detectors.

3.4.1.9. A description of how contaminated investigation by-products will be handled and disposed of. By-products include such materials as decontamination solutions, disposable equipment, drilling muds and cuttings, well-development fluids, well-purging water, and spill-contaminated material.

3.4.2. Sampling shall be conducted according to the most recent approved EPA, ASTM or other industry accepted standards.

3.4.3. Monitoring wells shall be designed so as to comply with the Rules and Regulations of the

Oklahoma Water Resources Board (OWRB) for construction of such wells.

3.4.4. Any changes to the sampling plan shall be in writing or otherwise documented and agreed to by the CO.

3.4.5. The contractor shall ensure that:

3.4.5.1. Representative samples are collected which accurately portray the properties of the media being sampled.

3.4.5.2. The degree of sampling and analytical accuracy and precision will be sufficient to estimate reliably the chemical characteristics of the sampled media to applicable regulatory thresholds and to attain an accuracy required by EPA, ODEQ, or other appropriate regulatory agency for the parameters to be tested.

3.4.6. Portable Gas Chromatography

3.4.6.1. The contractor may choose to use a portable Gas Chromatograph (GC) at the site to analyze soil samples for chemical contamination and to screen samples for further testing.

3.4.6.2. All analyses of samples for media destined for transportation, treatment or disposal must be performed in an offsite accredited laboratory.

3.4.6.3. The contractor shall notify the FAA of its intention to use a portable GC prior to field sampling. Use of a portable GC to identify ground material contamination and the success of excavation efforts; when applicable; is acceptable.

3.4.6.4. Only qualified personnel trained in the operation of the specific model and brand of portable GC will be allowed to prepare and analyze samples and interpret analytical results. Sampling and analyses must follow QA/QC procedures described in the Quality Assurance Project Management Plan and as required for the specific model and brand of GC. QA/QC data shall be provided with the analytical results.

3.4.7. Abandoned or damaged monitoring wells must be plugged and otherwise sealed according

OWRB Rules and Regulations.

3.4.8. Specific requirements for soil and ground water sampling are described in Attachment B.

3.5. Quality Assurance Project Plan (QAPP)

3.5.1. In order to develop reliable monitoring data, the contractor shall prepare a Quality

Assurance Project Plan with respect to sampling, analysis, and data handling for all field and laboratory data to be generated that is specific to the sites in question.

3.5.2. The QAPP shall contain, at a minimum, the guidelines presented in the EPA document

QA/G-5 “Guidance for Quality Assurance Project Plans”. Approval of the QAPP must be received prior to initiation of environmental measurements. This plan shall include, but not be limited to, the following points, which are further elaborated in Attachments C and D:

3.5.2.1. Project quality assurance objectives and criteria for data measurements, in terms of precision, accuracy, and completeness for each parameter in each matrix (i.e. soil, water and air).

3.5.2.2. Plans to routinely assess the precision, accuracy, and completeness of data including specific procedures, practices and calculations.

3.5.2.3. A list of key individuals involved in the plan accompanied with their qualifications, functions and responsibilities.

3.5.2.4. A detailed description of sampling procedures, including a copy of the sampling manual (if applicable) and outlining cleaning procedures for all sampling equipment.

3.5.2.5. A description of sample shipment, receiving and documentation procedures (see

Attachment C for requirements).

3.5.2.5. A description of field and laboratory chain of custody procedures. Include a copy of the Chain of Custody form to be used in the project. (see Attachment C).

3.5.2.6. A copy of the laboratory Quality Control Plan (QCP) shall be submitted with the

QAPP for review. The laboratory QCP shall address the items shown in

Attachment D to this SOW.

3.5.2.7. Describe performance and system auditing procedures for all measurement systems

(field, laboratory, etc.) including degree and frequency of audits, and operational checks of field procedures (if applicable); frequency of Quality Assurance reports to management and corrective action procedures shall be detailed.

3.5.2.8. All data shall be reported in units of measurements consistent with similar data reported to the EPA, i.e., ug/l, ug/kg, etc. The reporting format to be used for the project shall be included with submission for review and comment.

3.5.2.9. Data validation methodology shall be described including predetermined acceptability limits for precision and accuracy and correction procedures when acceptability limits are exceeded.

3.5.2.10. Provide an outline of calibration procedures, references, and frequency for analytical and field instrumentation.

3.5.2.11. Provide preventive maintenance procedures and schedules for analytical and field instrumentation.

3.5.2.12. Changes to laboratory Standard Operating Procedures that occur during the course of the contract shall be submitted when they occur.

3.5.3. The contractor is responsible for all interactions with the laboratory and shall ensure that the laboratory follows the QA/QC procedures as described in the laboratory QCP and as required by the EPA Contract Laboratory Program, if CLP or equivalent documentation is requested.

3.5.4. Analytical methods used shall be EPA approved (NIOSH for air monitoring) standard methods unless otherwise approved by the CO. Alternate methods must be properly validated and standardized methods for which precision, accuracy and other supportive information have been generated and must satisfy project requirements for precision, accuracy, specificity and sensitivity.

3.5.5. Quality control reports shall be submitted to the COR weekly during field activities. The weekly report shall contain at least the following: (1) location of work; (2) weather information; (3) work performed; (4) specific inspections performed and results; (5) problems identified; (6) corrective actions taken, if any; (7) verbal or written instructions from government personnel to perform retesting or additional testing; (8) type of tests performed, samples collected, personnel involved, and test results; (9) general remarks;

(10) calibration procedures and recordings; and (11) contractor's certification.

3.5.6. It is the responsibility of the contractor to report…