ATTACHMENT 5 - CLS 420 RSVA Facility Horizontal Maintenance as of 29 July 2019.docx

Attachment #5

CLS- 420

Facility Maintenance – Horizontal

10 Jan 2019

Table of Contents

2.4.7 Other Sanitary Wastewater Collection Systems…………………………….10

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 Rivanna Station, Virginia (RSVA). The Contractor shall inspect, repair, and maintain the utility systems and components associated with facilities listed in real property records, including the storm water control devices (fore-bays, earthen dam, and plunge pools). 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 and steps

d. Curbs

e. Vehicle storage and staging yards

f. Maintenance yards

g. Supply yards

h. Pedestrian Foot Bridge

i. Earthen Dam

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. RSVA improvements include stormwater management facilities, storm sewer pipes, manholes, inlets, catch basins, and paved and unpaved roadways with ditches that are within and part of the Albemarle County MS4 management area. The water meter inventory list is located in TE U1.

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) and building occupants to avoid disruption of building operations.

1.2.3.1 Nicholson Building. For planned electrical or chilled water cooling system outages a request shall be made sixty (60) days in advance with a primary and secondary dates selected. This is required for the Agencies additional coordination and approval required for all scheduled power outages.

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 Facilities Maintenance Instruction. This instruction addresses the Standard Operating Procedure (SOP) for Maintenance and Repair (M&R) and GFEBS. (Attachment 1- 400 Instructions)

1.3.3 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 lines and symbols, repairing potholes, clearing drainage areas, and repairing guardrails. The Contractor shall maintain and repair all paved surfaces, including flexible and rigid pavements, paved roads, paved parking areas, sidewalks, road shoulders, drainage systems, ramps, curbs, gutters, and erosion control areas. The PM scheduling shall be inputted into GFEBS and on the PM Scheduler (ref: PWS, 2.2.5.1).

The Contractor shall maintain and repair surfaced areas IAW AR 420-1, DA Pam 4206, TM 5-624, TM 5-818-4, TM 5-822-4, TM 5-822-7, and TM 5-823-4. The Contractor shall pick up all litter and debris along roadways, grounds and parking lots. All litter picked up during policing of roadways, grounds and parking lots shall be disposed in the nearest dumpster. All recyclable commodities collected from roadways and other areas should be brought to a recycling container located in buildings on RS.

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 BS1 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 road ways, loading dock access roads, parking areas, sidewalks. The Contractor shall clean up all sweeper spills immediately after occurrence. A regenerative air sweeper for conducting street sweeping is required to maintain clean pavement on RS. 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. 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 SW13, and TE SW18.

2.1.3 Dam, fore-bays, and Retention Pond Maintenance. The Contractor shall perform annual maintenance and repairs, identified by the Engineering Research Development Center (ERDC) report, for all Dams listed in TE BS12. The maintenance, repair, schedule, and methods shall be IAW TE SWMO&M, TE SW17, TE SW 17 AND TE SW1. Refer to TE SW25 for a map on Dams

2.1.4 Foot Walk Bridge. The Contractor shall maintain the pedestrian walk bridge structure and roof and side wall components per manufactures specifications. The Contractor shall raise and lower the side wall per service twice annually, once in Spring and once in Winter.

2.1.5 Security Trail. The Contractor shall maintain the gravel security trail along the southern portion of the compound. The gravel surface shall be maintained to keep gravel surface intact and not eroding away and into grasses areas.

2.2 Utility Systems.

2.2.1 Electric Distribution System. The main electrical distribution system is owned and operated by the Rappahannock Electric Cooperative. The Contractor shall maintain low voltage electrical distribution systems and components to include parking, walkway, and building wall pack lights from the electric transformer locations. 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.

2.2.1.2 All gate lighting shall be the Contractor’s responsibility. The contractor is responsible for all low voltage electrical systems and facilities beyond the Rappahannock Electric Cooperative 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 for those devices included in the TE BS1 and TE BS2, all other UPS systems maintenance, repairs, and replacement are done by others. The UPS systems consist of an electrical switchgear connected to batteries, which provide emergency power upon loss of normal AC power.

2.2.3 Area Lighting PM and Repair. Area lighting may be pole mounted, building mounted, bollard lighting, 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 COR for coordination with the utility provider, if needed. 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: solar power speed limit signs, controllers, sensors, crosswalk lighting, 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. The water distribution system on RSVA is owned and operated by the Albemarle County Service Authority (ACSA). Points from the meters to the buildings will be maintained and operated by the Contractor. TE U1 references utility points of demarcation. The Contractor shall inventory, inspect, test, maintain, and repair the water distribution systems not owned and operated by ACSA. The systems include, but are not limited to: water service lines, fire suppression water system and associated pumps, 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 RSVA ranges from 18 to 5 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.

2.4 Wastewater Collection System. 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. 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. On Government owned lines, 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 BS1 and TE BS2, on a quarterly basis. 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).

2.4.4 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.

2.4.4.1 Secondary Power Manholes/handholds. The Contractor shall maintain and repair manholes/handholds for secondary power feeds for parking lot and exterior building light, and entrance gate(s) check points/pop-up barriers.

NOTE: Manholes/handholds/conduit for building communications and/or fence line camera systems are part of this contract. All power, fiber, copper feeds for cameras and or building communications is not part of this contract and is maintained and repaired by others.

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 RSVA, 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 RSVA is approximately five (5) to eighteen (18) 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 – Rivanna Station 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 conduct annual inspections of the pipes/devices interior by use of robotic cameral, non-recorded. Referenced in TE SW13, TE SW 17, and TE SW18. Reference TE SW25 for the storm utility system map.

2.5.1 PM of Storm Water Systems. The maintenance and inspections will consist of six (6) stormwater management facilities/devices. 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 RSVA Overarching PWS, Section 2.2.5.2). On a semi-annual basis, the Contractor shall inspect storm drains and gutters along all roads in RSVA 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.

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 SW, TE MS1 and TE MS2. 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 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 RSVA stormwater systems, 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 separators (OWS) are listed in TE BS1 and TE BS2 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. Refer to TE SW17 for the Fort Belvoir Policy #71- Stormwater Pollution Prevention. Refer to Refer to TE 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 BS1 and TE BS2. 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.

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 IAW Deliverable A016. 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 BS1 and TE BS2. 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.

2.6.3 Integrated Contingency Plan (ICP) for Spill Control and Response. The ICP shall be submitted to the COR/ACOR IAW Deliverable A051 NLT contract start date. The best management practices for outdoor handling of materials and waste is referenced in TE 12. The best management practices for outdoor storage of raw materials and waste is referenced in TE BMP11.

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. 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 (but not limited to) 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 12.

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. 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.

2.7.9 Fuel Tank Operator. The Contractor shall have at least three (3) staff members certified at least Class C Operator, and preferable one (1) with a Class A Operators certificate.

2.8 Emergency/Backup Generators. The Contractor shall maintain the generators listed in TE BS1 and TE BS2, 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 RUNL.

2.9 Fire Hydrants. All fire hydrants are owned and operated by the Albemarle County Service Authority (ACSA). All maintenance, repair, and replacement will be performed by ACSA. Hydrant maintenance shall not be part of this CLS and PWS.

2.9.1 Flow Testing. The Contractor shall not perform any flow testing on RSVA. The ACSC owns the water system and are the only agency having authority to conduct flow tests on their system. The Contractor shall coordinate with the COR for any flow testing needing. The COR will coordinate with ACSA to perform the flow test and provide test results.

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 BF1 Inventory for a list of backflow preventers.

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. The utility points of demarcation can be found in TE U1.

3.0 Work Capability Levels.

image1.emf

Microsoft_Excel_Worksheet1.xlsx 420 Horizontal

TASK/SERVICE DPW Provided Info CAPABILITY 1 CAPABILITY 2 CAPABILITY 3

Routine Task/Service No. DMO/PMO for FY 20XX Estimated Labor Hours Included level of service Pricing Included level of service Pricing Pricing

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

DMO - Priority 1 "Sign Work" · $ · $ · $

DMO - Priority 1 "Exterior Electrical Work" · $ · $ · $

DMO - Priority 1 "Roads & Grounds" · $ · $ · $

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

PMO - Facility Maintenance Preventative "Exterior Electrical Work" · $ · $ · $

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

DMO - Priority 2 "Sign Work" · $ · $ · $

DMO - Priority 2 "Exterior Electrical Work" · $ · $ · $

DMO - Priority 2 "Roads & Grounds" · $ · $ · $

DMO - Priority 3 "Roads & Grounds" · $ · $ $

PMO - Facility Maintenance Preventative "Roads & Groands" · $ · $ $

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

DMO - Priority 3 "Sign Work" · $ $ $

DMO - Priority 3 "Exterior Electrical Work" · $ $ $

PMO - Facility Maintenance Preventative "Sign Work" · $ $ $

411 Vertical

TASK/SERVICE DPW Provided Info CAPABILITY 1 CAPABILITY 2 CAPABILITY 3

Routine Task/Service No. DMO/PMO for FY 20XX Estimated Labor Hours Included level of service Pricing Included level of service Pricing Included level of service Pricing

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" · $ · $ · $

DMO - Facility Maintenance Priority 3 "HVAC Work" · $ · $ $

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

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" ·

404 Grounds Maintenance

TASK CAPABILITY 1 CAPABILITY 2 CAPABILITY 3

Improved Grounds (High Visibility) such as the main gate, parade fields, drill fields, schools, playgrounds, cemeteries, and athletic areas Description of Service Performed Minimum Frequency Standard Pricing Minimum Frequency Standard Pricing Minimum Frequency Standard Pricing

Grass Cutting (set mower height 3") Rye, Fescue, tall Fescue, St. Augustine, Buffalo, Bermuda, Bent, Centipede, Zoysia. Grass height minimum 4" $ Grass height minimum 5" $ Grass height minimum 6" $

Tree Pruning & Shrub/Brush Trimming Pruning Trees 4Y $ 3Y $ 2Y $

Inspection (Safety) 4Y $ 3Y $ 2Y $

Shrubs/brush 4Y $ 3Y $ 2Y $

Hedges 4Y $ 3Y $ 2Y $

Ground Repair Services Playground Equipment - Clean exchange sand…repair equipment 1Y $ 1Y $ 1Y $

Erosion & Stabilization 1Y $ 1Y $ 1Y $

Debris Removal Debris Removal 3Y $ 2Y $ 1Y $

Landscaping Maintenance Landscaping Maintenance - Plantings 3Y $ 2Y $ 1Y $

Landscaping Maintenance - Weed control - Pavements (sidewalks) 4Y $ 3Y $ 2Y $

Removal of Grass Clipping and Leaves Leaf Collection 4Y $ 3Y $ 2Y $

Provide Periodic Lawn Treatment Service Provide Lawn Treatment - Fertilize/aerate, etc... grass areas 3Y $ 2Y $ 1Y $

Provide Lawn Treatment - water grassed areas 4Y $ 3Y $ 2Y $

Provide Lawn Treatment - Rake/Roll tamped surface. 4Y $ 3Y $ 2Y $

Provide Lawn Treatment - Repair wearing layer - tamped roll 3Y $ 2Y $ 1Y $

Semi-Improved Grounds (Common Areas) all other areas that don't fall into the other three categories including airfields;

Grass Cutting (set mower height 3") Rye, Fescue, tall Fescue, St. Augustine, Buffalo, Bermuda, Bent, Centipede, Zoysia. Grass height minimum 4" $ Grass height minimum 5" $ Grass height minimum 6" $

Tree Pruning & Shrub/Brush Trimming Trees/Shrubs 3Y $ 2Y $ 1Y $

Tree Pruning & Shrub/brush Trimming Hedges 3Y $ 2Y $ 1Y $

Ground Repair Services Erosion & Stabilization 3Y $ 2Y $ 1Y $

Debris Removal Debris Removal 3Y $ 2Y $ 1Y $

Removal of Grass Clipping and Leaves Leaf Collection 3Y $ 2Y $ 1Y $

Fire Breaks and Ranges: Along Fence Lines, Weapons Ranges, Along Utility Lines, etc.

Grass Cutting (set mower height 3") Rye, Fescue, tall Fescue, St. Augustine, Buffalo, Bermuda, Bent, Centipede, Zoysia. Grass height minimum 5" $ Grass height minimum 6" $ Grass height minimum 7" $

Landscaping Maintenance Landscaping Maintenance - weed control - Fence lines, railroads, etc… 3Y $ 2Y $ 1Y $

Tree Pruning & Shrub/Brush Trimming Trees/Shrubs 3Y $ 2Y $ 1Y $

Tree Pruning & Shrub/brush Trimming Hedges 3Y $ 2Y $ 1Y $

Ground Repair Services Erosion & Stabilization 3Y $ 2Y $ 1Y $

Debris Removal Debris Removal 3Y $ 2Y $ 1Y $

Removal of Grass Clipping and Leaves Leaf Collection 3Y $ 2Y $ 1Y $

Unimproved Grounds such as undeveloped areas, grazing lands, forests, lakes, ponds, and wetlands - - - - - - -

Total Price for Capability 1 $ Total Price for Capability 2 $ Total Price for Capability 3 $

Legend:

A/R - As Required/Requested

D - Daily 1Y – 1 Time a Year

1W - Once a Week 2Y - 2 Times a Year

2W - Twice a Week 4Y - 4 Times a Year

3W - Times a week 5Y - 5 Times a Year

1M - Once a Month 6Y - 6 Times a Year

2M - Twice a Month

BO - Applicable only to Child & Youth Services facilities

BP - Applicable only to Child & Youth Services facilities - for all other facilities; see "Clean/Supply Kitchens & Restrooms."

BQ - Covered under "Spot Cleaning" for all facilities except Child & Youth Services facilities.

BR - Covered under "Regular Dusting" for all facilities except Child & Youth Services facilities.

BS - Applicable only to Child & Youth Services facilities - for all other facilities; see "Clean Furniture."

N/A - Not Applicable