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<br /> <br />EXHIBIT C <br />(1) <br />(a) Mining of the Sand and Gravel deposit is scheduled to commence <br />approximately July 1, 1995 and end approximately July 1, 2005. <br />(b) Topsoil depth is approximately 4" which is a dark grayish brown <br />gravelly sandy loam. Topsoil will be stripped and stockpiled from <br />active mining area. Sloping of this stockpiles will be no steeper <br />than 3H: 1V and the slopes will be mulched with straw to prevent <br />wind and water erosion. Operator will also seed stockpiles with a <br />suitable cover crop to minimize weed production. Topsoil <br />stockpiling will be approximately 3,000 cubic yards. The topsoil <br />stockpiles will be located in the south part of the pit. <br />(c) The subsoil is dark brown gravelly sandy clay loam about 17 inches <br />thick. This overburden will be separately stockpiled in the above <br />manner (b) above. <br />(d) Thickness of the sand and gravel deposit is substantial ranging up <br />to 30 + in depth. <br />(e) An access road will be built off of C.R. #45. There will be no <br />structures erected. Sand and Gravel material may be stockpiled or <br />loaded directly on county trucks for use on county roads. <br />(f) The pit will be operated as an open pit. There will be no <br />improvements and material stockpile dimensions will be determined <br />to facilitate 3H: 1V slope. <br />(g) A haul road will be developed for C.R. #45 to the active mining <br />area. Naul road may need periodic grading to accommodate heavy <br />truck traffic. <br />(h) There will be no water used in conjunction with the mining <br />operation. <br />(i) The pit will not intercept any nroundwater due to slope and water <br />runoff, ponding of water may occur for a short period after a <br />significant rain. No detrimental effects of quality are <br />anticipated. <br />