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• r j ,,,��' / y <br /> WfY���r I <br /> Harry Islas ;may,14, 1981 <br /> San Joaquin County Planning Department <br /> 1810 East Hazelton Avenue <br /> Stockton: California 95202 <br /> Gentlemen; <br /> We have reviewed the Environmental Impact Report for the EIR--81-5/EP-81-9 <br /> of Stockton Sand and Gravel Excavation and wish to make the following <br /> comments. <br /> 1. The suitability or limitations of the land for the proposed action. <br /> The majority of the site consists of R,g, Redding gravelly loam Class IVe8. <br /> There are small areas of Gg, Greenfield gravelly sandy loam, Class IIs4t <br /> located mostly in the swales. These areas do not constitute any major <br /> portion of the site. Mine tailings, etc. are scattered throughout the <br /> area. The area is used for grazing, and without irrigation; this will <br /> continue to be the major land use. <br /> 2. Provisions for control of erosion and management of water during <br /> construction. <br /> Page 91 discusses possible erosion hazards and proposed methods of con- <br /> trol. We would strongly advise that a settling pond be constructed near <br /> or at the intermittent stream to collect any storm waters leaving the <br /> site. This would prevent any chance of silt entering the <br /> Gilmore Reservoir. <br /> 3. Provisions or land treatment on the project lands, rights-of-way, access <br /> roads9 and borrow areas. <br /> Land areas scalped during the operation of the site should be reseeded <br /> as soon as possible. This would help prevent any rill_ or sheet erosion <br /> during the rainy season. Seeding recommendations can be obtained from <br /> either the Soil Conservation Service or the Agricultural Extension <br /> Service, as to suitable species for that area. <br /> 4. The effect of water discharges from the project lands or rights-of-way <br /> onto other properties. <br /> Page 9, mentions that the site has a moderate erosion hazard. Items 2 & 3 <br /> in this report give two possible solutions. <br /> 5. The effects of disruption of the natural drainage pattern on other <br /> properties. <br /> See Item 2 <br /> AA-15 <br />