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5. PESCRIPTION OF SITE OPERATION <br />A. General Operations <br />The site will be operated as a Class 2-2 landfill. Petruscible and <br />nonpetruscible wastes frcm municipal and ccmercial waste sources will be <br />received at the site. No transfer of refuse is planned at this site. Initially, <br />7 resource recovery will take place on a hand -sorted basis and will be confined <br />to paper and metal products. A future study will be made to determine the <br />feasibility of expanding resource recovery operations. <br />The method of Operation willbe Primarily an areal -daily cover operation. <br />Earth cover of a minimum six inches will be placed over the refusp, all fran <br />clean stockpiled cover materials on a daily basis. Cell thickness is not <br />intended to be Over three feet thick. A trench method of operation will be <br />used when physical conditions prohibit using an areal method. Landfill operations <br />will initially ccmTv--nce north of the creek at the southwest end of the landfill <br />and progress toward the north. The area north of the creek would be landfilled <br />first, then the area south of the creek would be utilized. <br />The landfill site will be managed by the County Solid Waste Manager and <br />7 is intended to be self-supporting through a County -managed Solid Waste <br />Enterprise Fund. The County Public Works Department will be responsible for <br />the management and operation of the landfill. Operations will be by the <br />County Operations Division of the Public Works Department and they will provide <br />the necessary equipment and personnel to properly operate the site. <br />Scale installation is planned to weigh the refuse received. Records will <br />be kept on a weight and volume basis. It is estimated refuse will arrive <br />on-site at approximately 300 poq; <br />7ids per cubic yard for loose wastes and 400 <br />to 800 pounds per cubic yard for*'carpacted delivered wastes. Experience at <br />a similar county site has shown sufficient compaction can be applied to reach <br />an objective density of 1,000 to 1,200 pounds per cubic yard. <br />Initial site preparation and excavation will be done by the Public Works <br />department in accordance with the site development plan. Earth materials <br />excavated from the disposal facilities and surplus earth material will be <br />7 stockpiled for use as daily, intermediate cover, final cover, and berm <br />construction as required. <br />Winterization plans will be,submitted annually for approval to the local <br />enforcement agencY, the San Joaquin County Local Health District. - This <br />♦ activity will insure winter operation continuity of the site. <br />On-site water supply for use in dust and fire control will be supplied <br />from wells. A well exists in the north area and one will be developed south <br />of the creek prior to starting landfill operations. <br />- 3 - <br />J <br />I <br />