420_FBVA_Facilities_Mx_Horizontal,_Amendment_0008.pdf

Attachment #6- 420

Facility Maintenance – Horizontal

4 June 2018

Table of Contents

1.0 GENERAL INFORMATION

1.1 Overview

1.2 Components

1.2.1 Surfaced Areas

1.2.2 Utility Systems

1.2.3 Utility Outage……………………………………………………………………...……….1

1.3 Work Management and Control

1.3.1 Reporting Requirements

1.3.2 Publications and Forms

1.3.3 Facilities Maintenance Instruction

1.3.4 Capability Levels

2.0 DESCRIPTION OF SERVICES

2.1 Surfaced Areas

2.1.1 Pothole Repair

2.1.2 Pavement Sweeping

2.1.3 Range Road Maintenance

2.1.4 Tank Trails

2.1.5 Bridge Maintenance

2.1.6 Dam and Retention Pond Maintenance

2.1.7 Army Airfield Pavement Maintenance

2.1.8 Maintenance of Existing Railroad Tracks

2.2 Utility Systems

2.2.1 Electric Distribution System

2.2.2 Uninterruptible Power Supply (UPS) Systems

2.2.3 Area Lighting PM and Repair

2.2.4 Traffic Controls

2.3 Water Distribution Systems

2.3.1 Non-Privatized Systems

2.4 Wastewater Collection System

2.4.1 Mains and Service Lines

2.4.2 Replacing Pipe

2.4.3 Sewage Lift Station for Septic Systems

2.4.4 Manholes

2.4.5 Sanitary System Maintenance

2.4.6 Ordinances

2.4.7 Plumbing Codes

2.5 Storm Water Collection System

2.5.1 PM of Storn Water Systems

2.5.2 Storm Water Collection Main Repair

2.5.3 Preventative Maintenance

2.5.4 Maintenance

2.5.5 Systems and Components

2.5.6 Storm Sewers

2.5.7 Compliance

2.6 Reporting Requirements

2.6.1 Stormwater Pollution Prevention Plan

2.6.2 Storm Water Management System Maintenance Plan

2.6.3 Integrated Contingency Plan (ICP)

2.6.4 Training

2.6.5 Daily Inspections

2.6.6 Contractor Land-Disturbing Projects

2.6.7 Certification

2.7 Other Utility Systems

2.7.1 Fuel Storage and Distribution Systems

2.7.2 Storage Tank and Activity Permits

2.7.3 Petroleum Storage Tank Requirements

2.7.4 Non-Regulated Aboveground Storage Tank Closure Actions

2.7.5 Non-Regulated Underground Storage Tank Closure Actions

2.7.6 All Other Tank Closure Activities

2.7.7 Service ASTs

2.7.8 Secondary Containment Drainage Log

2.8 Emergency/Backup Generators

2.9 Fire Hydrants

2.9.1 Flow Testing

2.9.2 Hydrant Maintenance During Flow Testing

2.10 Backflow Preventers

2.11 Water Stop Boxes

2.12 Monitoring Systems

3.0 WORK CAPABILITY LEVELS

1.0 General Information.

1.1 Overview. The Contractor shall perform maintenance and repair of surfaced areas, including asphalt and cement concrete pavements, gravel and earth surfaced areas, and associated structures on Fort Belvoir, Virginia (FBVA). The Contractor shall inspect, repair, and maintain the utility systems and components associated with facilities listed in real property records, including the Municipal Small Storm Sewer System (MS4). Work shall be performed by qualified personnel in accordance with (IAW) applicable laws, regulations, as well as the Directorate of Public Works’ (DPW) annual and long-range plans.

1.2 Components.

1.2.1 Surfaced Areas. Surfaced areas covered under this contract include, but are not limited to, the following:

a. Paved and unpaved roadways, trails, and shoulders

b. Paved and unpaved parking areas

c. Sidewalks

d. Curbs

e. Vehicle storage and staging yards

f. Maintenance yards

g. Supply yards

h. Bridges

1.2.2 Utility Systems. The water distribution systems and wastewater collection systems include exterior piping systems to the buildings and all systems to which piping are attached. The MS4 includes stormwater management facilities, storm sewer pipes, manholes, inlets, catch basins, and paved and unpaved ditches. The water meter inventory list is located in TE W3.

1.2.3 Utility Outage. The Contractor shall give a five (5) work day notice (or within 15 minutes of work commencement for emergency requirements) to the COR and all affected customers when planned maintenance, inspections, or repairs are scheduled requiring an outage or disruption of service. The notification shall include the reason for the outage, if it will completely interrupt or reduce the level of service, the facilities or areas affected, date, time, and an estimate of when normal service will resume. The

Contractor shall coordinate in advance with the Contracting Officer’s Representative

(COR) or Alternate Contracting Officer’s Representative (ACOR) and building occupants to avoid disruption of building operations.

1.3 Work Management and Control.

1.3.1 Reporting Requirements. The Contractor shall create, submit, and maintain all preventative maintenance records, files, and reports in General Fund Enterprise Business

System (GFEBS).

1.3.2 Publications and Forms. Specific publications and forms required for the accomplishment of work described in this Common Level of Support (CLS) are listed in

TE GEN4.

1.3.3 Facilities Maintenance Instruction. This instruction addresses the Standard

Operating Procedure (SOP) for Maintenance and Repair (M&R) and GFEBS.

1.3.4 Capability Levels. The Contractor shall provide services as indicated by the Work

Capability Levels table in Section 3.0.

2.0 Description of Services.

2.1 Surfaced Areas. The Contractor shall perform corrective paving actions as needed to surfaced areas, including but not limited to: adding dirt and gravel to roadways and parking areas, repairing asphalt, regrading, repainting, repairing potholes, clearing drainage areas, and repairing guardrails as described in paragraphs 2.1.1 – 2.1.5.

2.1.1 Pothole Repair. Temporary cold patch potholes shall be repaired IAW established approved plans, technical manuals, Unified Facilities Criteria (UFC), and Army

Regulations.

2.1.2 Pavement Sweeping. The Contractor shall sweep the pavement areas identified in TE SA2 using a vacuum sweeper once each month or as directed by the COR. The

Contractor shall develop a schedule for pavement sweeping to be approved by the COR.

Areas to be swept include but are not limited to multi-use areas, parking areas, sidewalks, runways, taxiways, aprons, etc. The Contractor shall clean up all sweeper spills immediately after occurrence. As specified in the MS4 Permit, Chesapeake Bay Total

Maximum Daily Load Actions Land, a regenerative air sweeper for conducting street sweeping is required to maintain permit compliance. The regenerative air sweeper employs a blast of air and suction effect to collect street debris in a closed system. The use of blowers for removal of street debris is prohibited. Use of any equipment other than the regenerative air sweeper, will result in a violation of the Fort Belvoir MS4 Permit and the Contractor shall be responsible for all penalties assessed by the Virginia Department of Air Quality for noncompliance with the MS4 permit. The Contractor shall handle, store, and dispose of debris, trash, and waste in accordance with applicable Federal, State, and

Local statutes and regulations and in accordance with TE BMP7, TE SW19 and TE SW21.

2.1.3 Range Road Maintenance. N/A

2.1.4 Tank Trails. N/A

2.1.5 Bridge Maintenance. The Contractor shall perform annual maintenance and repairs, identified by the Engineering Research Development Center (ERDC) report, for all bridges listed in TE BS12. The maintenance, repair, schedule, and methods shall be approved by the COR. Refer to TE BS12 for all bridges.

2.1.6 Dam and Retention Pond Maintenance. N/A

2.1.7 Army Airfield Pavement Maintenance. N/A

2.1.8 Maintenance of Existing Railroad Tracks. N/A

2.2 Utility Systems.

2.2.1 Electric Distribution System. On Ft. Belvoir main post, the Contractor shall maintain low voltage electrical distribution systems and components to include parking lights and airfield lighting systems. All lighting that is directly fed from any building shall be the contractor’s responsibility. The PM scheduling shall be inputted into GFEBS and on the PM Scheduler (ref: PWS, 2.2.5.1). All sports lighting and gate lighting shall be the

Contractor’s responsibility. The contractor is responsible for all low voltage electrical systems and facilities beyond the Dominion Energy designated point of demarcation.

Refer to TE U1 for utility points of demarcation.

2.2.2 Uninterruptible Power Supply (UPS) Systems. The Contractor shall perform all

PM and repair of UPS systems consistent with the original equipment manufacturer’s recommendations. The UPS systems consist of an electrical switchgear connected to batteries, which provide emergency power upon loss of normal AC power. One major

UPS system is in Building 2444; it has a 450KVA/360KW output rating, 480Y/277 volts, 60 Hz, 3 phase, 4 wire plus ground, and 541 full load. Building 319 has a UPS system with 225KVA/180KW-output rating, 120/208 volts, 60 Hz, 3 phase, 4 wire, and an overload rating of 780 amps for ten (10) minutes. Bldg. 245, 246 and 2310 has a UPS system.

2.2.3 Area Lighting PM and Repair. Area lighting may be pole mounted, building mounted, ballards, security checkpoint lighting, and ornamental landscape lighting. All government owned lighting is normally fed from the building electrical services. All PM should be performed consistent with the original equipment manufacturer’s recommendations. Please contact the DPW for coordination with the utility provider. The

PM scheduling shall be inputted into GFEBS and on the PM Scheduler (ref: PWS, 2.2.5.1).

2.2.4 Traffic Controls. The traffic controls shall include: controllers, sensors, crosswalk lighting, traffic signals, and all associated poles/arms necessary for their installation. The

Contractor shall semi-annually perform PM on all street light controllers and associated subsystems. All PM should be performed consistent with the original equipment manufacturer’s recommendations. The PM scheduling shall be inputted into GFEBS and on the PM Scheduler (ref: PWS, 2.2.5.1).

2.3 Water Distribution Systems. There are privatized and non-privatized systems on FBVA. The water distribution system on FBVA is privatized with American Water

Operations and Maintenance, Inc. (AW). The non-privatized systems on FBVA are the

National Geospiatal-intelligence Agency (NGA), Aerospace Data Facility – East (ADF-

E), Belvoir North Area (BNA) (less the system components within NGA compound) and the Microwave Station Tysons Corner and the Suitland Microwave Station. TE U1 references utility points of demarcation. The Contractor shall inventory, inspect, test, maintain, and repair the water distribution systems at Belvoir North Area (BNA) (less the system components within NGA compound) and the Microwave Station Tysons

Corner and the Suitland Microwave Station. The systems include, but are not limited to:

water mains and service lines, a water storage tank with associated pumps, fire hydrants, shut-off valves, pressure-reducing valves, and all other equipment to the buildings to which plumbing and piping are attached. The water distribution system at

BNA is approximately eight (8) years old. The systems at Microwave Station Tysons

Corner and the Suitland Microwave Station are approximately sixty (60) years old. The contractor shall provide a Water System Maintenance Plan and Contingency Plan to the KO and the COR/ACOR within sixty (60) days of performance start date for acceptance.

2.3.1 Non-Privatized Systems. For non-privatized systems, the Contractor shall perform consecutive water works operator functions for the distribution systems at BNA and ADF-E to include obtaining licensure from the Virginia Department of Health (VDH), responding to VDH taskings and guidance, and reports filing. The Contractor shall possess a water treatment operator class four license. The Contractor shall submit their license to the COR upon the start of the contract. The Contractor will coordinate all water works operator actions with the COR/ACOR.

2.4 Wastewater Collection System. There are privatized and non-privatized systems on FBVA. The wastewater collection systems on FBVA are privatized with American

Water Operations and Maintenance, Inc. (AW). The non-privatized systems on FBVA are the National Geospiatal-intelligence Agency (NGA), Aerospace Data Facility – East (ADF-

E), Belvoir North Area (BNA) (less the system components within NGA compound) and the Microwave Station Tysons Corner and the Suitland Microwave Station. The

Contractor shall ensure the Wastewater Collection System is uninterrupted, reliable, continuous, and cost effective delivery of all generated wastewater leading from and throughout all buildings and structures, to the final outlet. The Contractor shall perform services that include inspection and maintenance of all Wastewater Collection System components.

2.4.1 Mains and Service Lines. The Contractor shall provide PM and repair of wastewater collection mains, service lines and all components, e.g., sewer manholes and sewage lift stations at BNA (less the system components within NGA compound) and the

Microwave Station Tysons Corner and the Suitland Microwave Station. Sewer mains, laterals and service lines shall be maintained in a free flowing condition. Sewage mains shall be flushed at least once annually. The PM scheduling shall be inputted into GFEBS and on the PM Scheduler (ref: PWS, 2.2.5.1). The Contractor shall contact the DPW for coordination with the utility provider.

2.4.2 Replacing Pipe. The Contractor shall repair or replace damaged, broken, collapsed, or clogged drainage pipes by reopening pipe trench and repairing or replacing damaged or worn pipes. The Contractor shall excavate pavement to gain access to storm sewers or drainage facilities where required. The backfill to the excavation shall be compacted and the surfaced area returned to its original condition.

2.4.3 Sewage Lift Station for Septic Systems. The Contractor shall perform PM and repair on sewage lift stations, listed in TE S5, on an annual basis. All PM should be performed consistent with the original equipment manufacturer’s recommendations. In addition to what is on TE S5, there is another septic field located at building 3041, Riding

Stable. The PM scheduling shall be inputted into GFEBS and on the PM Scheduler (ref:

PWS, 2.2.5.1).

2.4.4 Manholes. The Contractor shall maintain and repair sewer manholes, including repairing or replacing caps, ladders, rings, covers, and interior linings; uncovering those covered by dirt and debris and raising top to ground level; and removal of grit, sand, and debris from manholes. Manholes shall be structurally sound, clean, and free of debris.

Manholes shall be covered with cast iron manhole lids. The Contractor shall, after rodding or cleaning sewer lines, remove all waste and debris that surrounds the manhole clean out area.

2.4.5 Sanitary System Maintenance. Disease Traps and Solid Waste Interceptors shall be maintained IAW with the manufacturer’s recommended procedures to prevent breakthrough to the sanitary sewers. TE S5 references stranded assets for sanitary systems. The contractor shall maintain the stranded assets in TE S5.

2.4.6 Ordinances. The Contractor shall comply with the State of Virginia Code of

Ordinances for discharges into the sanitary sewer. All discharges from the Installation shall comply with City pretreatment standards.

2.4.7 Other Sanitary Wastewater Collection Systems. The Contractor shall inventory, inspect, test, maintain, and repair the sanitary wastewater collection systems and components at BNA (less the system components within NGA compound), the Microwave

Station Tysons Corner, and the Suitland Microwave Station IAW AR 420-1, TM 5-814-1

Sanitary and Industrial Waste Water Collection - Gravity Sewers and Appurtenances, TM 5-814-2 Sanitary and Industrial Wastewater Collection - Pumping Stations and Force

Mains, O&M manuals, and manufacturer’s specifications. The wastewater collection system at BNA is approximately eight (8) years old. The systems at Microwave Station

Tysons Corner and the Suitland Microwave Station are approximately sixty (60) years old.

2.4.8 The Contractor shall perform the work IAW the following:

a. National Plumbing Code, American National Standards Institute

b. State of Virginia Plumbing Code

c. Uniform Plumbing Code

d. AWWA

e. National Fire Protection Association

f. American Society for Sanitary Engineering (ASSE)

g. UFC 3-600-01, UFC 3-230-03, UFC 3-240-02, UFC 3-570-06

h. EPA Drinking Water regulations, manuals, pamphlets and guide specs

i. Cross Connection Control Program

j. Technical Manual (TM) 5-813-05

k. OSHA, codes and laws

l. Environmental laws and directives

m. AR 420-1

n. Manufacturer’s specifications and instructions

o. The State of Virginia Department of Environmental Quality (DEQ) Rules and

Regulations for Public Water Supply

p. National Fire Codes (20, 22, 24 and 26)

q. 18. UFC 3-230-01, UFC 3-230-02 (supersedes TM 5 660 and TM 5 661), UFC 3-

230-06A, and UFC 3-240-01

r. 19. Federal, State, and Local EPA regulations

2.5 Storm Water Collection System. The USAG Fort Belvoir storm water collection system collects and discharges storm sewer runoff to storm sewer outfalls and drainage.

The Contractor shall maintain, inspect, and repair the storm water collection system that includes, but is not limited to: culverts, grates, catch basin inlets, manholes, outlets, swales, gutters, channels, terraces, underground pipe and conduits, inlets, junction structures, drop structures, chutes, energy dissipaters, and storm sewers. The Contractor shall perform maintenance on stormwater management facilities IAW Permit number

MS4-004 as referenced in TE SW11 and TE SW12. Reference TE SW25 for the ISW outfall map. Reference TE SW12 for the storm utility system map.

2.5.1 PM of Storm Water Systems. The maintenance and inspections will consist of 280 stormwater management facilities. The Contractor shall input the maintenance and the inspection in GFEBS thereof as detailed in TE SW1, General Plan for Stormwater

Management Facility Inspection and Maintenance. The PM scheduling shall be entered into GFEBS and on the MS Office based and/or web accessible platform established by the Contractor (Reference FBVA Overarching PWS, Section 2.2.5.2). The Contractor shall inspect storm drains and gutters along all roads in USAG Fort Belvoir once per month and unclog as necessary to prevent flooding on those roads. The Contractor shall maintain PM scheduling in GFEBS of maintenance performed and the inspection thereof for a period of five (5) years from the date of inspection. The PM scheduling shall be inputted into GFEBS and on the PM Scheduler (ref: PWS, 2.2.5.1).The Contractor is to pump trash and sediment as needed from the storm drain systems. The pumped material must be deposited at the government designated area, in approved containers, and accompanied by the RCRA waste profile and chemical sampling results required prior to disposal. Storm collection is detailed on the Basic information maps. Repair, maintenance, inspections and other work associated with stormwater systems will be performed in accordance with the Virginia Stormwater laws and regulations, and Fort

Belvoir MS4 Permit VAR040093 and the ISW Permit VA0092771 requirements. The MS4

Permit can be found in TE SW11. The ISP Permit can be found in TE SW10.

2.5.2 Storm Water Collection Main Repair. The Contractor shall repair, install, modify, or replace all storm water collection mains to preserve the integrity of the storm water collection system. The Contractor shall be responsible for locating storm water collection main leaks, pipe repairs, and returning storm water lines to serviceable condition. The

Contractor shall check the storm water collection system during excessive rainfall to identify problem areas. Repairs must be approved by the COR/ACOR.

2.5.3 Preventive Maintenance. The Contractor shall provide PM of all pipes, culverts, conduits, headwalls, drop boxes, grates, and open concrete lined channels, ditches, manholes, curb inlets, and all storm water collection systems outside the Semi-Improved

Grounds (Common Areas) shown on TE SW3, TE SW4 and TE S4. All PM should be performed consistent with the original equipment manufacturer’s recommendations. The

PM scheduling shall be inputted into GFEBS and on the PM Scheduler (ref: PWS, 2.2.5.1).The Contractor shall pump trash and sediment as needed from the storm drain systems. Waste Characterization of materials, components, sediments, debris, trash, or waste required for inspections and maintenance of Fort Belvoir MS4 shall be the responsibility of the Contractor. Testing shall be IAW U.S. Environmental Protection

Agency (EPA) Hazardous Waste Test Methods, SW-846: Test Methods for Evaluating

Solid Waste: Physical/Chemical Methods. At a minimum testing shall include toxicity characteristic leaching procedure (TCLP) total petroleum hydrocarbons (TPH) for sediments, trash, debris, and other materials collected from maintenance activities. The

Contractor shall address testing in all plans and schedules for Level I and Level II work.

The Contractor shall provide test results to the Contracting Officer within thirty (30) days of completion of testing and maintain the results for a period of five (5) years from date of testing. Any debris, trash, and waste resulting from maintenance of Fort Belvoir MS4 (TE

SW11), including cleaning of the stormwater conveyance system, BMPs, and pavement sweeping shall be the responsibility of the Contractor. The Contractor shall handle, store, and dispose of debris, trash, and waste in accordance with applicable Federal, State, and

Local statutes and regulations and in accordance with TE BMP7, TE SW19 and TE SW21.

The Contractor shall provide all disposal documentation to the COR/ACOR and the DPW

ENRD Chief within 5 business days of each and any disposal. Best management practices for de-watering and non-stormwater discharges can be found in TE BMP10. Oil water seperators (OWS) are listed in TE GG1 and the Contractor shall PM the OWS on a quarterly basis and submit the documentation to COR/ACOR and to DPW- ENRD. All

PM should be performed consistent with the original equipment manufacturer’s recommendations. The PM scheduling shall be inputted into GFEBS and on the PM

Scheduler (ref: PWS, 2.2.5.1).

2.5.4 The Contractor shall maintain the storm water collection and treatment system to ensure continuous, normal operation. All ditches and culverts shall be free flowing and free of obstruction. Ponding shall not occur in culverts and drainage ditches. The

Contractor shall employ erosion control measures on slopes that have been cleared of vegetation. TE’s SW14, SW15, and SW16 covers filterra brouchure, maintenance steps and the O&M guide. Refer to TE SW17 for the Fort Belvoir Policy #71- Stormwater

Pollution Prevention. Refer to TE SW20 for concrete washout guidelines. Refer to SW23 for the Contech CMP detention and infiltration maintenance guide. Refer to TE’s SW1-

SW25 for storm water system operation, maintenance and compliance.

2.5.5 Systems and Components. The Contractor shall schedule and inspect all systems and components for the Storm Water Collection System. The Contractor shall operate, monitor, maintain, and repair the storm water collection system and components

IAW TM 5-820-4, Drainage for Areas Other Than Airfields; TM 5-814-2, Sanitary and

Industrial Wastewater Collection; Pumping Stations and Force Mains; AR 200-1, Environmental Protection and Enhancement; and AR 420-1, Army Facilities

Management. The PM scheduling shall be inputted into GFEBS and on the PM

Scheduler (ref: PWS, 2.2.5.1).Record keeping shall be accomplished in accordance with

TE SW13 requirements.

2.5.6 Storm Sewers. The Contractor shall remove, install, and replace storm sewers, grates, drop inlets, and covers as necessary.

2.5.7 Compliance. While performing any work on utility systems, the Contractor shall comply with all applicable Federal, State, and local laws, Army regulations, all applicable permits, standard industry codes, and manufacturer’s recommendations.

The Contractor shall perform the work IAW the following:

a. National Plumbing Code

b. American National Standards Institute

c. Uniform Plumbing Code

d. Clean Water Act (CWA)

e. Unified Facilities Criteria (UFC) 3-230-02

f. Army Regulation (AR) 200-1

g. 32 CFR 651 Environmental Analysus of Army Actions

h. Manuals, pamphlets and guide specs

i. Occupational Safety and Health Administration (OSHA)

j. Industry standards

k. Manufacturer’s specifications and instructions.

2.6 Reporting Requirements.

2.6.1 The Contractor shall implement, maintain and comply with the Facility

Stormwater Pollution Prevention Plan for government provided facilities as referenced in

TE SW18. As the plan is For Official Use Only (FOUO), contact the COR/ACOR to obtain a copy of the plan as required by current Operations Security (OPSEC) procedures. The

Contractor shall provide input to the annual SWMP review and update the process. The annual SWMP review will be led by the DPW Staff. Refer to TE SW24 which is the

Municipal Separate Storm Sewer Systems (MS4) Program Plan.

2.6.2 The Contractor shall submit a plan for approval to the COR/ACOR, within sixty

(60) days of contract award, that is implemented to safeguard the wastewater and storm water systems. The Contractor shall identify tasks that are performed to prevent storm water discharges and the personnel assigned to perform those tasks. The Contractor shall ensure assigned personnel receive the required training as contained in the plan. A training certificate for each qualified employee shall be kept with Contractor records and made available upon request. The Contractor shall develop a Storm Water Management

System Maintenance Plan (SWMSMP) IAW TE SW22 using standard best management practices and consulting State references or guidebooks, to include, but not limited to, the

Virginia Stormwater BMP Clearinghouse, and the Virginia Stormwater Management

Handbook, and manufacturer’s maintenance specifications, then submit the plan to the

COR/ACOR. The Contractor shall develop a Storm Water Management System

Maintenance Inspection Form to be included in the required SWMSMP NLT contract start date. The General Plan for Stormwater Management Facility Inspection and Maintenance can be found in TE SW1. DPW best management practice maintenance is referenced in

TE SW2. The Contractor shall provide documented evidence to the COR assuring all subcontractors are aware of the requirements of the SWMP within ten (10) business days after the start of work.The best management practices for the following areas are in the below TE’s:

Davison Airfield: TE SW5

Fort Belvoir Middle Post: TE SW6

Fort Belvoir North Area: TE SW7

Fort Belvoir North Post: TE SW8

Fort Belvoir South Post: TE SW9

2.6.3 Integrated Contingency Plan (ICP) for Spill Control and Response. The ICP shall be submitted to the COR/ACOR NLT contract start date. The best management practices for outdoor handling of materials and waste is referenced in TE BMP2. The best management practices for outdoor storage of raw materials and waste is referenced in

TE BMP11.

Deleted: IAW Deliverable A016

Deleted: IAW Deliverable A051

2.6.4 Training. Contractor personnel performing stormwater management shall receive the initial storm water pollution prevention and illict discharge detection and elimination training from the DPW Environmental and Natural Resources Division (ENRD) within sixty (60) days of contract award. Subsequent annual training shall be required. All new employees with positions potentially impacting storm water shall receive stormwater training within sixty (60) days of starting work. Training will be provided to the Contractor at the Contractor facility during normal work hours. The Contractor shall contact the

COR/ACOR to schedule training. Contractor personnel, trained in proper application and management of storm water management techniques, shall accompany other Contractor personnel that have not yet received this training.

2.6.5 The Contractor shall conduct daily inspections of their work sites IAW the local, Federal, County, and VDEQ storm water management standards to ensure that no (point or non-point) source pollutants can enter either the on-post or off-post storm water sewer system.

2.6.6 Contractor Land-Disturbing Projects Requiring Plan Review and Approval or

Construction General Permit. All permit application packages must be submitted to the

COR/ACOR for review and approval by KO prior to submittal to Virginia Department of

Environmental Quality for approval.

2.6.7 Certification. At all times, the Contractor shall have a minimum of one (1) person possessing current VDEQ Certificates of Competence as “Project Inspector for Erosion and Sediment Control” and “Project Inspector for Stormwater Management” per

9VAC25850-40 of the Virginia Erosion and Sediment Control and Stormwater

Management Certification Regulations. Copies of Certificates of Competence must be provided to the COR within thirty (30) days of contract award.

2.7 Other Utility Systems.

2.7.1 Fuel Storage and Distribution Systems. The Contractor shall perform PM and repair of the fuel distribution system that include, but is not limited to, fuel distribution lines, and underground and above ground fuel storage tanks. Any associated repair work will be facilitated through a PWO to be negotiated with occurrence. The Contractor shall perform PM on the fuel storage tanks and associated components consistent with the original equipment manufacturer’s recommendations for fuel storage tanks. The PM scheduling shall be inputted into GFEBS and on the PM Scheduler (ref: PWS, 2.2.5.1).All lubricants, filters, belts, fittings, indicator light bulbs, and fasteners are to be provided by the Contractor as part of the PM requirement. The Contractor shall contact the

COR/ACOR for coordination with the utility provider. Fort Belvoir Spill Prevention, Control, and Countermeasure (SPCC) Plan is referenced in TE EN3.

2.7.2 Storage Tank Activity Permits. A minimum of 72-hours prior to initiating any work on an existing petroleum storage tank or a minimum of 72-hours prior to purchasing or installing a new petroleum storage tank, the Contractor shall coordinate with the ENRD to obtain a tank activity permit (see TE HT4). Tank activities include tank repair, testing, relocation, closure or the introduction/installation of a new tank to the installation. The permit will state the intent of the activity and will allow the ENRD to maintain accurate information about the tank within the appropriate tank databases and GIS data layers.

Further, the ENRD will ascertain any regulatory requirements associated with the tank and the Contractor shall provide information as necessary to complete notification forms or document tank activities.

2.7.3 Petroleum Storage Tank Requirements. The contractor shall coordinate with the

ENRD prior to purchasing any new tank, regardless of tank type or function. At a minimum all purchased tanks must meet Federal, State, local, and Army policy.

2.7.4 Non-Regulated Aboveground Storage Tanks (AST) Closure Actions. All AST closure actions (including removal or relocation) shall be performed by the Contractor only after coordination with the ENRD and after the Contractor obtains a valid tank activity permit (see above reference). All aboveground tank closure activities shall be performed

IAW the Tank Removal Requirements/Procedure for Non-Regulated Aboveground

Storage Tanks, TE TC1. The AST Inspection Form is referenced in TE T1. A fact sheet on Above-ground storage tanks is referenced in BMP1.

2.7.5 Non-Regulated Underground Storage Tank (UST) Closure Actions. All UST closure actions (including removal or relocation) shall be performed by the Contractor only after coordination with the ENRD and after the Contract obtains a valid tank activity permit (see above reference). All underground tank closure activities shall be performed

IAW Tank Removal Requirements/Procedure for Non-Regulated Underground Storage

Tanks, TE TC2. The UST Inspection Form is referenced in TE T2.

2.7.6 All other tank closure activities (e.g., regulated tank closures) shall only be performed after detailed coordination with the ENRD to ensure all requirements of

Federal, State, local, and Army regulations are met.

2.7.7 Service ASTs. The Contractor shall remove all liquids from all ASTs secondary containment areas, utilizing a vacuum enhanced pump (and containerizing) truck. Please reference TE T3 for an inventory of ASTs. These liquids must then be brought to the oil water separator (OWS) at Building 1124 for disposal. Under no circumstances shall these liquids be driven off of FBVA, and the liquids shall only be released into an OWS. Because the secondary containment is the emergency location for fuel, should the AST be damaged and have the fuel evacuated, it shall be clear of rainwater and any other liquids, and be available to receive overflow fuel at any time. The

Contractor shall set a bi-monthly schedule to visit the ASTs that have secondary containment. AST 01109A, 500 gallon, diesel dispenser and AST 01109B, 500 gallon, diesel dispenser are located in the yard of Building 1109. Monthly inspections of all ASTs are mandatory per Virginia regulation with results reported in GFEBS and on GFEBS excel sheet. The PM scheduling shall be inputted into GFEBS and on the PM Scheduler

(ref: PWS, 2.2.5.1). The Contractor shall provide, on a semi-annual basis, an inventory of all ASTs and USTs. The inventory shall include, at a minimum, the building ID, tank ID, capacity, contents, status and type (AST/UST).

2.7.8 The Contractor shall fill out the secondary containment drainage log (see TE

HT6) each time the Contractor visits the ASTs. If on a given date there is no liquid in the

AST, that shall be noted, but the ASTs are required to be observed twice a month. The

Contractor shall contact the ENRD petroleum manager, and provide the logs to ENRD on a quarterly basis.

2.8 Emergency/Backup Generators (not attached to building). The Contractor shall maintain the generators listed in TE GG1 (starting with prefix EP-2), IAW manufacturer recommended PM procedures, or as required by Table 2D to Subpart ZZZZ 40 CFR 63.66

(whichever is stricter). The PM scheduling shall be inputted into GFEBS and on the PM

Scheduler (ref: PWS, 2.2.5.1).The Contractor shall run the generators once a month for a minimum of one (1) hour loaded, and once a month for a minimum of one (1) hour unloaded. The Contractor shall inspect the associated equipment and components that are necessary for the proper operation of the generator (e.g., batteries, switchgear, belts, oil filters, and coolant). The Contractor shall record the following information on the

Generator Run Time Log for each generator run: name of the operator, start and stop time as reported on the elapsed time meter, run date, and the reason for operation, IAW

TE EP1.

2.9 Fire Hydrants. The Contractor shall maintain and repair fire hydrants and associated shut off gate valves. The fire hydrants are referenced in TE W1. BNA Hydrants and Valves is referenced in TE W2. The stranded asset fire hyrants are referenced in TE

W4 and TE W5. The Contractor shall ensure hydrants are reliable and functional. The

Contractor shall replace fire hydrants and gate valves as required. Replaced fire hydrant shall be equipped with Storz adapters that are compatible with the Fire Department’s equipment.

2.9.1 Flow Testing. The Contractor shall coordinate hydrant flow testing operations with both the Fire Department and the COR/ACOR. All PM should be performed consistent with the original equipment manufacturer’s recommendations. The PM scheduling shall be inputted into GFEBS and on the PM Scheduler (ref: PWS, 2.2.5.1).The Contractor shall perform flow testing on the water system annually in conjunction with system flushing.

2.9.2 Hydrant Maintenance During Flow Testing. The Contractor shall inspect and perform maintenance on all fire hydrants and associated valves listed in TE W1. The

Contractor shall ensure proper operation of all components annually consistent with the original equipment manufacturer’s recommendations. The Contractor shall record and report any malfunctioning hydrant to the COR/ACOR within 1 hour of identifying the malfunction. The PM scheduling shall be inputted into GFEBS and on the PM Scheduler

(ref: PWS, 2.2.5.1).All PM should be performed consistent with the original equipment manufacturer’s recommendations.

2.10 Backflow Preventers. The Contractor shall submit for approval to the COR, a program to annually inspect, certify, repair, and perform PM on all backflow prevention devices. The Contractor shall inspect, test, and certify all backflow prevention devices operate IAW the American Water Works Association (AWWA), EPA, State, and local compliance codes. The Contractor shall report any backflow prevention devices that are absent, inoperable, or non-certifiable, to the COR/ACOR within 24 hours of identifying the defect. The Contractor shall meet all Safe Drinking Water Act (SDWA) regulations. See

TE GG1 Inventory for a list of backflow preventers (search for prefix W-12).

2.11 Water Stop Boxes. The Contractor shall maintain and repair stop boxes to proper ground elevation. The stop box shall be replaced if broken or missing, and the valve in the box shall be repaired or replaced, as required. Maps containing the locations of stranded assets to include water stop boxes can be found in TE W6.

2.12 Reserved

3.0 Work Capability Levels.

PMOs and DMOs types by Capability Level

Capability 3

DMO - Facility Maintenance Priority 1 "HVAC Work"

DMO - Facility Maintenance Priority 1 "Interior & Exterior Plumbing Work"

DMO - Facility Maintenance Priority 1 "Carpentry Work"

DMO - Facility Maintenance Priority 1 "Electronic Equipment Repair Work"

DMO - Facility Maintenance Priority 1 "Interior Electrical Work"

DMO - Facility Maintenance Priority 1 "Sheet Metal Work"

DMO - Facility Maintenance Priority 1 "Lock Work"

PMO - Facility Maintenance Preventative Maintenance "HVAC Work"

PMO - Facility Maintenance Preventative Maintenance "Interior & Exterior Plumbing Work"

PMO - Facility Maintenance Preventative "Carpentry Work"

PMO - Facility Maintenance Preventative "Interior Electronic Work"

DMO - Facility Maintenance Priority 2 "HVAC Work"

DMO - Facility Maintenance Priority 2 "Interior & Exterior Plumbing Work"

DMO - Facility Maintenance Priority 2 "Carpentry Work"

DMO - Facility Maintenance Priority 2 "Electronic Equipment Repair Work"

DMO - Facility Maintenance Priority 2 "Interior Electrical Work"

DMO - Facility Maintenance Priority 2 "Sheet Metal Work"

DMO - Facility Maintenance Priority 2 "Lock Work"

Capability 2

Includes all PMOs and DMOs in Capability 3 Plus the following:

DMO - Facility Maintenance Priority 3 "HVAC Work"

DMO - Facility Maintenance Priority 3 "Interior & Exterior Plumbing Work"

Capability 1

Includes all PMOs and DMOs in Capability 2 and Capability 3 Plus the following:

DMO - Facility Maintenance Priority 3 "Carpentry Work"

DMO - Facility Maintenance Priority 3 "Electronic Equipment Repair Work"

DMO - Facility Maintenance Priority 3 "Interior Electrical Work"

DMO - Facility Maintenance Priority 3 "Sheet Metal Work"

DMO - Facility Maintenance Priority 3 "Lock Work"

PMO - Facility Maintenance Preventative "Electronic Equipment Repair Work"

PMO - Facility Maintenance Preventative "Sheet Metal Work"

PMO 71 -Facility Maintenance Perform Preventative "Lock Work"