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Asphalt Paving Products: <br /> - Jaw type crusher <br /> - Cone crusher <br /> - Two vibrating screens <br /> - Stacking conveyors <br /> - Under stockpile tunnel with conveyor <br /> - Stack-up type asphalt batch plant <br /> - Continuous mix type asphalt mixing plant <br /> Although the quarry would operate seasonally, the processing facility would <br /> normally be open year round for sales from existing stockpiles of material quarries from <br /> the site. The processing facility itself would not operate during inclement weather or <br /> when demand for materials is minimal. <br /> 2.5.3 Transportation of Product to Market Areas <br /> Sand, gravel, and asphalt from the processing facility would be transported by <br /> truck (up to 25 ton capacity) to market areas. Trucks leaving the processing facility <br /> would first travel either east or west on Jahant Road, depending on the market area <br /> being serviced. Westbound trucks would access markets along the Highway 99 corridor, <br /> and eastbound trucks would access markets along Highways 12 and 88 to the east, and <br /> the Lodi and Stockton areas to the southwest. The processing facility would generate an <br /> average of 150 one way trips per week (five day week) and a peak of 200 one way trips <br /> per week. Hours of facility operation would be from 6:00 a.m. to 6:00 p.m. <br /> 2.6 Reclamation <br /> As previously described, overburden removed and stockpiled would be replaced, <br /> and the site would be recontoured for agricultural use. The final elevation of the <br /> proposed quarry site and the quarry area adjacent to the processing facility would be <br /> about 12 feet and 13 feet lower than the existing elevations, respectively. The applicant <br /> is proposing that an approximately ten acre area in the southeastern corner of the <br /> proposed quarry area south of the river be used for construction of a drainage <br /> impoundment to capture storm runoff during periods of unusually heavy rain. This area <br /> is currently the site of a smaller drainage pond that accepts runoff from the surrounding <br /> agricultural area and overflow from another pond that captures runoff from Clements. <br /> The new pond would continue to accept runoff from the Clements pond. The area <br /> would be graded to an elevation about 4 feet lower than the surrounding fields. The <br /> 16 <br />