W911SA25QA078 Attachment 17 - Annex B (PWS) Waste Pumping.docx

Performance Work Statement (PWS)

Waste Pumping and Disposal

ANNEX (B)

(5-April-2024)

Contents General Information

1.1 Overview

1.2 Contract Standards

2.0 Description of Services

2.2 Wastewater Treatment Plant (WWTP) Liquid and Dried Cake Sludge Removal

2.3 WWTP Grease and Debris Removal

2.4 Grease Interceptor Pumping

2.5 Lift Stations

2.6 Pump Vaulted Toilets and Septic Tanks

2.7 Oil Water Separators (OWS)

2.8 Miscellaneous Pumping and Disposal

General Information.

1.1 Overview. The Contractor shall provide all management, tools, supplies, equipment, supervision, labor, permits and other items or services necessary to perform waste pumping and disposal operations associated with Wastewater Treatment Plant Liquid and Dried Cake Sludge Removal, Service and Maintain Cooking Oil Containers and Grease Interceptors, WWTP Grease and Debris Removal; Service Vault Toilets and Septic Tanks; and Service Oil Water Separators located at Fort McCoy, Wisconsin. The Contractor shall perform to the standards in the contract as well as all Federal, State, Government, local and commercial standards.

1.2 Contract Standards. Each notification by the COR under this contract will specify the work to be accomplished and a scheduled completion date. The Contractor shall complete the work specified and submit the final report for each notification prior to or at time of invoicing. Quantities will be specified when notified by the COR. The Contractor shall not be paid for any work accomplished that is not specified in the PWS or within the schedule from the COR. All site work shall be coordinated by the contractor with the COR or DGR at least five (5) business days prior to start of work. The Contractor shall use only non-spark producing tools, fittings, nozzles, etc. and properly ground electrostatic producing devices when explosive liquids/vapors are present in the OWS. Only 100% biodegradable, non-emulsifying, Linear Activated Solvents (LAS), Phosphates, Ammonia and acid free detergents may be utilized in cleaning the OWS and ancillary equipment. Petroleum, Oils, and Lubricants (POL) shall only be removed during non-flow conditions unless authorized otherwise, in writing, by the COR or DGR.

2.0 Description of Services.

2.1 Schedule of Services. Contractor shall, upon notification by the COR, establish and provide a collection schedule to the COR within three (3) business days with the start of services no later than five (5) business days of notification, unless otherwise specified and/or approved by the COR. The COR will concur or non-concur the schedule within two (2) business days. If the COR non-concurs, the Contractor shall call the COR and a schedule will be determined. Copies of this schedule will be filed by the COR. The Contractor shall not start work until this condition is met. The Contractor shall respond to all scheduled services with no more than a two (2) hour variance to established schedule per each service, unless otherwise approved by the COR.

2.1.1 Emergency Services. The Contractor shall provide an emergency point of contact name and telephone number prior to commencement to work and upon any changes. The Contractor shall respond to emergencies within four (4) hours and shall begin work within six (6) hours of notification by the COR. The Contractor shall continue to work until the emergency situation no longer exists.

2.1.2 Workload. It is anticipated that during this contract there will be workload increases and decreases. The workload information displayed in the contract documents is extrapolated based on historical information and adjusted to represent estimated future projected workload. This workload is provided to assist offerors in proposal preparation and shall not be a limiting factor on the contractor’s obligation to perform all services described in this contract to the required level of effort. The projected workload data is to be used in the preparation of the initial proposal. The contractor has the responsibility to adjust their workforce for the workload at any given time during the life of the contract.

2.1.3 Barricades. The Contractor shall provide 360-degree barricades or other protective measures implemented at each manhole location when covers are removed.

2.1.4 Transportation and Material Disposal. The Contractor shall be responsible for the proper transportation and disposal of all materials and shall perform all operations in compliance with all Federal, State, and local laws and regulations and permits. The Contractor shall utilize recycling as the final disposal method for all materials that are cost effective to recycle. The Contractor shall provide the COR with a letter stating the proposed facility to include permit number within five (5) working days of receipt of this contract and the Contractor shall notify the COR in writing within three (3) working days upon any change in disposal site. All collected grease, debris and other materials shall be transported off Fort McCoy and deposited in a State approved facility having current and valid state permits. The Contractor shall ensure collection vehicles are emptied of all sewage/debris prior to arriving at Fort McCoy. The Contractor shall furnish a complete receipt of deposit to include number of gallons disposed of and the plant operator’s signature submitted with monthly invoices.

2.1.5 Inspection. When performing services listed the Contractor shall conduct a general visual inspection for safety hazards, loose, missing parts, leaks, cracks or other potential problems for overall structural integrity and survivability. Unless required to enter a confined space to perform services listed, the Contractor shall not enter a confined space for the sole purpose of conducting a visual inspection. The inspection shall only encompass what can be observed from the servicing vantage point. The Contractor shall provide a report to the COR submitted with the service invoices as to the general condition of the serviced station along with any repair/service recommendations. The Government shall use these reports and recommendations to determine if certified inspections or repairs are warranted.

2.1.6 Measurements. The Contractor shall measure the number of gallons of waste removed and detail it in the invoices.

2.1.7 Spillage. The Contractor shall utilize proper procedures to ensure that no spillage occurs. The Contractor is solely responsible for immediate (within 15 minutes) containment, cleanup, and disposal of any spills in the performance of this contract at their own expense. Costs incurred by the Government due to the Contractor’s failure to properly clean and dispose of any spillage will be billed back to the Contractor.

2.2 Wastewater Treatment Plant (WWTP) Liquid and Dried Cake Sludge Removal

2.2.1 Laboratory Report. The Government will test sludges for all parameters identified in their Wisconsin Pollutant Discharge Elimination System Permit (WPDES) discharge permit. The Government shall provide the Contractor a copy of the sludge quality lab report prior to scheduling services.

2.2.2 Sludge Removal. The Contractor shall remove liquid sludge, heavy sludge, grit, and other solids from the two digester tanks (See Attachment WWTP Dry Cake Sludge Workload, Quantities, and Frequencies). The Contractor shall pump all sludge and other materials from the holding tank to a level of no more than 18” above the most center point of the tank’s base. All reasonable efforts shall be made to utilize minimal amounts of water. The Contractor shall utilize a backflow preventer and a flow meter when hooking up to the Government’s water supply system. The Contractor shall report the amount of water used, in gallons, with the invoice. The Contractor shall accurately measure the number of gallons of sludge pumped from the holding tank. This may be done by either: Using a calibrated system that can record the amount of sludge pumped per load or taking the average from the Government’s flow meter reading and volume measurement of each load. The Contractor shall provide a loading ticket for each truck load removed from the facility documenting the date and time of the work, the total container volume, vehicle identification number and the number of gallons of sludge. The Contractor shall report the total gallons pumped per day and per service by taking a meter or other calibrated system reading at the beginning and one at the end of each workday. The meter reading ticket must be witnessed and signed by the COR or Government Wastewater Treatment Plant employee for the ticket to be valid for acceptance for payment.

2.2.3 Digester Pumping, Cleaning, and Inspection. The Contractor shall spray down holding tank walls ensuring excess sludge or other materials are removed to extent possible. After spraying, pump the tank until there is no greater than 18” of liquids remaining from center of tank or until the pump loses prime. All reasonable efforts shall be made to utilize minimal amounts of water. Any excessive water usage shall be the Contractor’s responsibility to remove at the contractor’s own expense. The Contractor shall utilize a backflow preventer and a flow meter when hooking up to the Government’s water supply system. The Contractor will inspect the interior of the holding tank for corrosion, structural integrity and proper functionality and submit a report, to include pictures, to the COR with the invoice.

2.2.4 Dry Cake Sludge Removal. The Contractor shall remove all dry cake sludge, including all vegetation, from the two (2) freeze drying beds and twelve (12) sand drying beds in any combination as directed by the COR. The two (2) freeze drying beds are in the northwest comer of the treatment plant and has a sludge depth of up to four feet. The sand drying beds consist of twelve (12) individual cells. Each cell is 20-ft wide and 60-ft long and are separated by concrete partition walls. The Contractor shall ensure only minimal sand is removed while servicing the drying beds. All reasonable efforts shall be made to leave the sand base completely intact. Any unnecessary or blanket removal of the sand in the drying beds shall be the Contractor’s responsibility to replace at their own expense. The Contractor shall replenish the sand in the drying beds and leveled even with the top of the concrete access pads with no more than a deviation of ½” below the concrete access pads. Heavy equipment shall not be utilized inside of the sand drying beds. The Contractor shall provide a loading ticket for each truck load removed from the facility documenting the date and time of the work and the total cubic yards of sludge in the container before and after loading. The loading ticket must be signed by the COR or Government Wastewater Treatment Plant employee for the ticket to be valid for acceptance for payment with the invoice.

2.2.5 Drying Bed Reconditioning. The Contractor shall remove and replenish all sand and other bed materials from the Drying Beds. Beds shall be refilled with sand leveled even with top of the concrete access pads with no more than a deviation of one-half inch (½”) below the concrete access pads. The freeze-drying beds are constructed of concrete base with a two-inch sand cover layer and have a trench network with four inches underdrain collection system piping. The sand drying beds consists of a 24-in thick sand layer overlaying a coarse gravel drainage bed in which -in perforated PVC piping collects the drainage and returns it to the influent wet well through the plant drainage system. Heavy equipment shall not be utilized inside of the air-drying beds.

2.2.6 Sludge/Dry Bed Transportation and Disposal. The Contractor shall be responsible for the proper transportation and disposal of all materials included in this contract and shall perform all operations in compliance with all Federal, State, and local laws, regulations, permits and industry accepted methods. All collected sludge shall be transported off Fort McCoy and disposed of on a State approved land application site, unless otherwise directed or approved by the COR for an alternate disposal method. The Contractor shall be responsible for selecting application sites, closing of application sites, obtaining DNR approval for using the sites, land sampling, paying any required fees, tracking application rates and locations using the appropriate DNR forms. Liquid sludge shall be land applied by one of two methods: If vector attraction reduction can be met by volatile solids testing, then the sludge may be surface applied. If volatile solids reduction parameters cannot be met, then the sludge shall require to be injected. The sludge shall be injected to a depth of six (6) to eight (8) inches below the surface of the ground so that no material is visible above the surface of the ground. Dry cake sludge shall be surfaced applied and incorporated (example: disked) after application. Incorporated is preferred, COR can approve to be surfaced applied without being incorporated. All work must be completed before ground freeze-up or by 31 October, whichever comes first, in each year of the contract. Under no conditions shall sludge be spread on either frozen or snow-covered ground unless authorized by the DNR. The Contractor shall furnish complete documentation of State of Wisconsin approved site, site location, application rates tracker, and all applicable DNR forms and farmer’s permission permits with invoices.

2.2.7 Sludge Removal Billing. Services for WWTP sludge removal shall be billed as follows: Liquid Sludge shall be billed per gallon. Dry Cake Beds at a fixed price per bed to include the removal and disposal of cake sludge. Reconditioning of Dry Cake Beds shall be billed at a fixed price per bed to include the removal and disposal of saturated sand. Anaerobic Digester Cleaning and Inspecting shall be billed as a fixed price. Digester Holding Tank Cleaning and Inspecting shall be billed as a fixed price.

2.3 WWTP Grease and Debris Removal. The Contractor shall provide all management, tools, supplies, equipment, supervision, labor, permits and other items or services necessary to perform grease, grit and debris removal from the Wastewater Treatment Plant’s clarifier, grit chamber, and contact tank; sewage lift stations and drainage grease recovery devices located at Fort McCoy, Wisconsin. The Contractor shall perform to the standards in the contract as well as all Federal, State, and local government and commercial standards (See Attachment Grease and Debris Lift Station Sediment Tank Workload).

2.3.1 WWTP Grit Chamber. The Contractor shall service the grit chamber in the WWTP head works channel in a manner that restores the area to as near the original condition as practical, and IAW requirements of the State and local regulations. Service shall include rinsing of the inlets, outlets, baffles and all other associated parts and assemblies, removal of all grease, sludge, grit, and solid waste materials. After rinsing, pump the tank until there is no greater than 6” of liquids remaining from center of tank or until the pump loses prime. The truck, tank, pump hoses and other equipment used to service the grit chamber shall be clean and sanitary and maintained so that no debris or effluent can escape or leak from them. All work shall be done in accordance with applicable technical/operator manuals, safety procedures and industry acceptable practices.

2.3.2 WWTP Contact Pit. The Contractor shall service the WWTP contact pit location (See Attachment Grease and Debris Lift Station Sediment Tank Workload) in a manner that restores the area to as near the original condition as practical, and IAW requirements of the State and local regulations. Service shall include rinsing of the inlets, outlets, baffles, by-pass vents, and all other associated parts and assemblies, removal of all sludge, grit, and solid waste materials. After rinsing, pump the tank until there is no greater than 18” of liquids remaining from center of tank or until the pump loses prime. The truck, tank, pump hoses and other equipment used to service the contact tank shall be clean and sanitary and maintained so that no debris or effluent can escape or leak from them. All work shall be done in accordance with applicable technical/operator manuals, safety procedures and industry acceptable practices.

2.4 Grease Interceptor Pumping. The Contractor shall provide all management, tools, supplies, equipment, supervision, labor, permits and other items or services necessary to perform operations associated with the servicing of Interior and exterior grease interceptors located at Fort McCoy, Wisconsin.

2.4.1 Interior Grease Interceptor Pumping. Interior grease interceptor is to be serviced at a minimum of monthly with no less than 25 days and no more than 35 days between services, or as directed by the COR. The Contractor shall remove all grease, solids, residue, and other foreign materials from the interior grease interceptors as listed in Attachment 15 and in a manner that restores the area to as near the original condition as practical. Traps shall be flushed with water and pumped out to remove waste build up from trap walls and all associated equipment within. Removal of sand, sludge and grease on the bottom will be required to ensure thorough cleaning. The Contractor shall monitor and ensure there is no re-entrance of grease or solids and clear all obstructions in inlet/outlet pipes to accommodate a flow of at least 15 gallons per minute. All work shall be done in accordance with applicable technical/operator manuals, safety procedures, industry acceptable practices and applicable Federal, State, and local laws and regulations. These containers are placed at the locations (See Attachment Grease Interceptor WVO Sediment Tank Location Map) (maps are available upon request).

2.4.2 Exterior Grease Interceptor Pumping. Exterior grease interceptors are to be visually inspected and pumped, per notification by the COR. All grease, grit and debris shall be removed, and system rinsed. The Contractor shall pump contents to a minimum of 1” of the bottom of the container or until pump loses prime. The Contractor shall ensure that the inlet and outlet baffles are free of sludge and operating correctly. The Contractor shall always replace the safety bolts on cast iron sealed covers when pumping is completed. The Contractor shall provide the COR, in writing, an inventory of the volume, in pounds, of used grease removed from each container within five (5) working days of service. The interceptors maintain compliance with State of Wisconsin Admin Code SPS 382. The interceptors are accessible via standard opening; see Attachment 13 for a diagram. These containers are placed at the locations (See Attachment Grease Interceptor WVO Sediment Tank Location Map) (maps are available upon request). Note: the diagram is for model 3000-G, Fort McCoy’s interceptors are model 3000-M (See Attachment Grease Interceptor Drawing). The inlet direction is the only difference. These are below grade tanks and the Contractor shall never physically enter them. If tank entrance is required, only experience trained persons with a current confined space training and equipment and with a written permit shall be allowed to enter tank if required. (Reference PWS Annex A: Para 2.3.6 confined spaces) If any of these sites are inaccessible, the Contractor shall contact the COR telephonically immediately and proceed to the next location. The COR will try to have the obstacle removed. Blocked or inaccessible containers are not means for non-performance.

2.4.3 Grease Interceptor Transportation and Disposal. The Contractor shall be responsible for the proper transportation and disposal of all materials and shall perform all operations in compliance with all Federal, State, and local laws and regulations and permits. The Contractor shall utilize recycling as the final disposal method for all materials that are cost effective to recycle. The Contractor shall provide the COR with a letter stating the proposed facility to include permit number within five (5) working days of receipt of this contract and the Contractor shall notify the COR in writing within three (3) working days upon any change in disposal site. All collected grease, debris and other materials shall be transported off Fort McCoy and deposited in a State approved facility having current and valid state permits. The Contractor shall ensure collection vehicles are emptied of all sewage/debris prior to arriving at Fort McCoy. The Contractor shall furnish a complete receipt of deposit to include number of gallons disposed of and the plant operator’s signature submitted with monthly invoices.

2.4.4 Waste Vegetable Oil (WVO) Pumping. The Contractor shall service and maintain approximately five (5) but not limited to. Waste vegetable oil containers are to be serviced at a minimum of monthly with no less than 25 days and no more than 35 days between services, or as directed by the COR. The Contractor shall pump contents to a minimum of 1” of the bottom of the container or until pump loses prime. The Contractor shall provide the COR, in writing, an inventory of the volume, in gallons, of used waste vegetable oil removed from each container with the invoice. For emergency pumping of waste vegetable oil, the COR will contact the Contractor and the Contractor will have three (3) business days to perform the requested work. Fort McCoy is required to maintain compliance with the spill prevention regulations of 40 CFR 112 and State of Wisconsin Admin Code SPS 310. In order to meet that compliance, Fort McCoy has double-walled secondary containment containers for collection of cooking oil. These containers are placed at the locations (See Attachment Grease Interceptor WVO Sediment Tank Location Map) (maps are available upon request). If any of these sites are inaccessible, the Contractor shall contact the COR telephonically immediately and proceed to the next location. The COR will try to have the obstacle removed. Blocked or inaccessible containers are not means for non-performance. These locations are subject to change as new dining facilities open and during time where increase demand opens other locations.

2.5 Lift Stations. The Contractor shall service the lift stations (See Attachment WWTP Grease and Debris Lift Station Sediment Tank Workload) in a manner that restores the area to as near the original condition as practical, and IAW requirements of the State and local regulations. Service shall include removal of all sludge, grit, and solid waste materials, rinsing of the inlets, outlets, level floats, by-pass vents, grinders and all other associated parts and assemblies. The Contractor shall pump contents to a minimum of 1” of the bottom of the container or until pump loses prime. The truck, tank, pump hoses and other equipment used to service the lift stations shall be clean and sanitary and maintained so that no debris or effluent can escape or leak from them. Lift stations are not a regularly scheduled service. Lift stations are pumped only as needed, usually when there is an issue with the lift station. Lift stations will be billed under the miscellaneous pumping and disposal CLIN.

2.5.1 Lift Station Transportation and Disposal. The Contractor shall be responsible for the proper transportation and disposal of all materials and shall perform all operations in compliance with all Federal, State, and local laws and regulations and permits. The Contractor shall utilize recycling as the final disposal method for all materials that are cost effective to recycle. All collected debris and other materials shall be transported to Fort McCoy dump station (See Attachment Fort McCoy Sewage Gray Water Dump Station Location Map) having current and valid state permits. The Contractor shall ensure collection vehicles are emptied of all sewage/debris prior to arriving at Fort McCoy. The Contractor shall furnish a complete receipt of deposit to include number of gallons disposed of not to exceed 8000 gallons per day.

2.6 Pump Vaulted Toilets and Septic Tanks. The Contractor shall provide all management, tools, supplies, equipment, supervision, labor, permits and other items or services necessary to perform operations associated with the servicing of septic tanks and vault toilet tanks located at Fort McCoy, Wisconsin.

2.6.1 Septic Tanks. The Contractor shall service the septic tanks in a manner that restores the area to as near the original condition as practical, and IAW requirements of the Federal, State, and local regulations. Service shall include cleaning effluent screens and removal of all sewage, sludge and solid waste materials which has accumulated in the septic tanks. The Contractor shall pump contents to a minimum of 6” of the bottom of the tank or until pump loses prime. The truck, tank, pump hoses and other equipment used to service the vaults shall be clean and sanitary and maintained so that no debris or effluent can escape or leak from them. All reasonable efforts shall be made to utilize minimal amounts of water used to dilute and clean the sewage/sludge (See Attachment Vault Latrines and Septic Workload Data).

2.6.2 Vaulted Toilets. The Contractor shall service the vault toilet stations in a manner that restores the area to as near the original condition as practical, and IAW requirements of the Federal, State, and local regulations. Service shall include removal of all sewage, sludge, solid waste materials, and litter which has accumulated in the vault tanks. The Contractor shall pump contents to a minimum of 2” of the bottom of the tank or until pump loses prime. The truck, tank, pump hoses and other equipment used to service the vaults shall be clean and sanitary and maintained so that no debris or effluent can escape or leak from them. All reasonable efforts shall be made to utilize minimal amounts of water used to dilute and clean the sewage/sludge (See Attachment Vault Latrines and Septic location Map).

2.6.3 Septic Tank/Vaulted Toilet Transportation and Disposal. The Contractor shall be responsible for the proper transportation and disposal of all materials and shall perform all operations in compliance with all Federal, State, and local laws and regulations and permits. All collected septage/waste/debris shall be deposited in Fort McCoy wastewater treatment facility dump station (See Attachment Fort McCoy Sewage Gray Water Dump Station Location Map). having current and valid state permits. The Contractor shall ensure collection vehicles are emptied of all septage/debris or other materials prior to arriving at Fort McCoy or have an accurate means of recording the amount of volume in the vehicle’s holding tank and ensuring the invoice accurately reflects only the service rendered to Fort McCoy. The Contractor shall furnish to the COR a complete receipt of deposit to include number of gallons disposed of and the wastewater treatment plant operator’s signature submitted with each invoice.

2.7 Oil Water Separators (OWS) The Contractor shall provide all management, tools, supplies, equipment, supervision, labor, permits and other items or services necessary to perform operations associated with the servicing of Oil Water separators located at Fort McCoy, Wisconsin.

2.7.1 OWS. The Contractor shall service the OWS (See Attachment Oil Water Separator Service Location Map) in a manner that restores the area to as near the original condition as practical, and IAW Federal, State, and local regulations and all applicable technical/operator manuals. Service shall include removal of all Petroleum, Oils and Lubricants (POL), water, sludge, sediment and other waste materials, rinsing of the inlets, outlets, baffles, screens, coalesce plates, strainers and all other associated parts and assemblies with steam, high pressure wash or another acceptable method the Contractor may want to propose to the COR (alternate methods may only be utilized if approved in writing by the COR) and removal of the rinsing materials, fluids and sediments. OWS that cannot be thoroughly cleaned by external methods shall require the Contractor to enter the OWS to meet performance standards as outlined in (Reference PWS Annex A: Paragraph 2.3.6 confined spaces). The truck, tank, pump hoses and other equipment used to service the OWS’ shall be cleaned and maintained so that no debris or effluent can escape or leak from them. Types of Oil Water Separators are shown in Attachment OWS Tank Technical Data.

2.7.2 OWS Gauging. The Contractor shall measure and record the depth of the POL, water, and sludge/sediment to the nearest one-eighth (1/8) inch referenced from the bottom of the tank using a gauging stick and water finding paste or other accepted industry methodology.

2.7.3 OWS Tank Refilling. The Contractor shall re-fill the OWS with clean fresh water to a water level specified by the manufacture’s recommendations. If there are no manufacturer recommendations, then the Contractor shall fill the OWS to a level of 6 inches above the bottom of the outlet pipe.

2.7.4 OWS Inspections. The Contractor shall conduct a general visual inspection of the OWS and for safety hazards, loose, missing parts, leaks, cracks or other potential problems for overall structural integrity and survivability. Unless required to enter a confined space to perform services, the Contractor shall not enter a confined space for the sole purpose of conducting a visual inspection. The inspection shall only encompass what can be observed from the servicing vantage point.

2.7.5 OWS Reports. The Contractor shall submit a detailed report for each OWS serviced and submit the reports to the COR or applicable US Government representative with the invoices as to the general condition of the OWS along with any repair/service recommendations to determine if a certified inspections or repairs are warranted.

Provide a bill of lading/manifest for each OWS serviced that at a minimum shall include the date and time of the service, OWS location, number of gallons of sediment/sludge, water and POL removed from the tank in addition to all information required by both the Federal and State DOT and EPA/WDNR agencies with the invoice. The bill of lading/manifest tickets must be signed by an authorized Government Employee.

The Contractor shall prepare all State and Federal DOT and EPA/WDNR reports for services rendered.

Provide a receipt of deposit for all collected POL, debris and other materials that are transported off Fort McCoy and deposited at a State approved facility having current and valid state permits.

2.7.6 OWS Transportation and Material Disposal. The Contractor shall be responsible for the proper transportation and disposal of all materials and shall perform all operations in compliance with all Federal, State, and local laws and regulations and permits. The Contractor shall utilize recycling as the final disposal method for all materials that are cost effective to recycle. The Contractor shall provide the COR with a letter stating the proposed facility to include permit number within five (5) days of receipt of this contract and the Contractor shall notify the COR in writing within three (3) workdays upon any change in disposal site. All collected POL, debris and other materials shall be transported off Fort McCoy and deposited in a State approved facility having current and valid state permits. The Contractor shall furnish a complete receipt of deposit to include number of gallons disposed of to the COR with the invoice.

2.8 Miscellaneous Pumping and Disposal. The Government, as requested by the COR, may request miscellaneous pumping and disposal of up to 3,000 gallons per task/site against this contract for pumping and disposal of like waste at locations and structures that aren’t specifically mentioned or listed in the PWS such as, but not limited to, lift stations (reference paragraph 2.5), OWS product tanks, abandoned vaults or septic type latrines, holding tanks located at the recycling center and the solid waste transfer station, and other structures holding water or sewage IAW requirements of the Federal, State and local regulations. Service shall include removal of all sewage, sludge, solid waste materials, liquids, sediment, and litter which has accumulated in the tank/structure. The Contractor shall completely pump contents or until pump loses prime. The truck, tank, pump hoses and other equipment used for miscellaneous pumping and disposal services shall be clean and sanitary and maintained so that no debris or effluent can escape or leak from them.

Note: If the contents of the tank are questionable the government will verify the contents at no additional cost to the contractor before the contents will be pumped.

2.8.1 Miscellaneous Pumping Transportation and Material Disposal. The Contractor shall be responsible for the proper transportation and disposal of all materials and shall perform all operations in compliance with all Federal, State, and local laws and regulations and permits. The Contractor shall utilize recycling as the final disposal method for all materials that are cost effective to recycle. The Contractor shall provide the COR with a letter stating the proposed facility to include permit number within five (5) working days of receipt of this contract and the Contractor shall notify the COR in writing within three (3) working days upon any change in disposal site. Depending on the type of waste collected, some waste can be deposited at the Fort McCoy wastewater treatment facility dump station (Attachment 14) at no cost to the Contractor. Waste such as grease, debris and other materials collected and determined to not be suitable to be deposited at the Fort McCoy wastewater treatment facility dump station by the Government (Wastewater Treatment Plant Operator in Charge) shall be transported off Fort McCoy and deposited in a State approved facility having current and valid state permits at the Contractor’s cost. All collected grease, debris and other materials shall be transported off Fort McCoy and deposited in a State approved facility having current and valid state permits. The Contractor shall ensure collection vehicles are emptied of all sewage/debris prior to arriving at Fort McCoy. The Contractor shall furnish a completed receipt to include number of gallons disposed of and the plant operator’s signature submitted with monthly invoices. CLIN X015 shall include all cost including the cost of disposal off Fort McCoy in a State approved facility.