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processed and treated in accordance with 22 CCR Section 66268.106(a)(1), is delivered directly to the working face and stockpiled to the side. If more material comes in than is required for the day, the material is stockpiled within the waste management unit and used, as needed. The TASK is evenly spread and compacted over the active face in a minimum 6-inch lift and average compacted thickness of less than 24-inches using a dozer. If there is precipitation or a local forecast with greater than 40 percent chance of precipitation within 8 hours of ADC application time in the vicinity of the landfill, an approximately 2-inch layer of soil is spread over the TASR such that no voids are left exposed. Construction and Demolition Wastes (processed): Construction and Demolition (C&D) wastes accepted at the site for ADC are preprocessed by crushing, grinding, or screening to a maximum particle size of 18-inches. Low-litter residue may be segregated from other high litter residue and further processed to produce an ADC material meeting the gradation specifications required by Title 27 Section 20690, or as otherwise approved by the LEA. C&D is delivered directly to the working face and stockpiled to the side. If more material comes in than is required for the day, the material is stockpiled within the waste management unit and used, as needed. Processed C&D waste materials will be ground, pulverized, shredded, screened, source separated, or otherwise processed alone or mixed with soil in a manner to provide a compacted material free of open voids when applied to meet the performance requirements as alternate daily cover. Processed C&D waste materials used as ADC shall be restricted to the following materials: rock, concrete, brick, sand, soil, ceramics, cured asphalt, lumber and wood, wood products, roofing material, plastic pipe, plant material when commingled from construction work, and fines derived from processing the above materials. These materials shall comply with a grain size specification by volume of 95 percent less than 12 inches and 50 percent less than 6 inches as determined by the LEA. The C&D wastes are evenly spread over the active face in a minimum 6-inch lift and average compacted lift thickness of less than 18-inches using a dozer. The lift is compacted such that it is free of voids. If voids are present, an approximately 2- inch layer of soil is spread over the C&D waste to eliminate voids. Contaminated Soil: Contaminated soil, suitable for use as ADC, (CS) is stockpiled close to the active face to facilitate application as daily cover. A large Forward Landfill JTD 6-12 J:\Allied\Forward\JTD Amendment\Final JTD Amendment\JTD Rev Sec 6 080105.doc:5/22/02 Rev. 1:7/2002:Rev.2:4/2003;Rev 3:6/2003 Amendment No.1:8/1/2005