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Transfer/Processing Report Tracy Material Recovery and Transfer Facility 30703 5. MacArthur Drive, Tracy, California 95377 There is slatted chain link fencing surrounding accessible portions of the site to screen the operation from the view of the public on the adjacent streets. A landscaped setback area consisting of living plant materials—a mix of shrubbery, turf, and trees is utilized to screen the facility. There are no scenic vistas or scenic highways visible from the project site; nor is the facility visible from any nearby scenic vista or scenic highway. Water Supply Water is provided from private onsite wells. The project will not result in a significant impact on utility services. Bottled or tap water located in the administrative office/maintenance building and MRF/TS building may be supplied to the employees; coolers or individual bottles of water may be maintained at employee break areas during operations. Employee restroom facilities are available in the MRF/TS building, at the maintenance/office building. The operator will maintain all sanitary and hand - washing facilities, which may be required by applicable state or local requirements, in a reasonably clean and adequately supplied condition. anticipated- of quenchwater,- method of treatment, and disposal of any wastewater The anticipated volume of process water from the Material Recovery and Transfer Facility is the amount of liquids that may make contact with the MSW, compostable materials, or C&D debris during storage, processing, or transfer. The amount of free liquids that may be generated from this material is minimized through the use of best management practices; all process water is retained onsite. Dust mitigation does involve spraying of water from hand held hoses onto excessively dust -producing materials during transfer operations. The amount of liquids added for dust suppression is minimal and is not enough to generate any ponding or standing water. The facility has been exempted from coverage under the NPDES General Industrial Permit by the State Water Resources Control Board because all operations occur below existing grade and stormwater is retained onsite in a lined basin. Surface water runoff, including all process water, will be directed to a onsite retention basin by use of grading design, drain pipes, and drainage ditches, where it will be properly treated, if necessary, to eliminate potential environmental HC