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native vegetation is mainly grass. Elevation is 5,500 to 6,300 feet. The average annual precipitation is 11 to 15 inches, the average annual air temperature is 50 to 54 degrees F, and the average frost-free period is 135 to 165 days. Typically, the surface layer is light brownish gray sandy loam about 7 inches thick. The substratum to a depth of 60 inches or more is sandy loam. The soil is mildly alkaline to a depth of 7 inches and moderately alkaline below that depth. USDA Soil Unit 68- Razor clay toam,l to 12 percent slopes. This moderately deep, welt drained soil is on hills and uplands. It formed in residuum and colluvium derived dominantly from shale. The native vegetation is mainly grass. Elevation is 5,500 to 6,600 feet. The average annual precipitation is 12 to 15 inches, the average annual air temperature is 49 to 54 degrees F, and the average frost-free period is 125 to 160 days. Typically, the surface layer is yellowish brown clay loam about 3 inches thick. The subsoil is mainly clay about 20 inches thick. The substratum is silty clay loam 9 inches thick. Soft shale is at a depth of 32 inches. The soil is moderately alkaline throughout. USDA Soil Unit 86 -Vona fine sandy loam, l to 5 percent slopes. This deep, well drained soil is on undulating uplands. It formed in eolian sand. The native vegetation is mainty grass. Elevation is 5,500 to 6,200 feet. The average annual precipitation is 12 to 15 inches, the average.annual air temperature is 50 to 54 degrees F, and the average frost- free period is 130 to 160 days. Typically, the surface layer is light brownish gray fine sandy loam about 6 inches thick. The subsoil is sandy loam about 26 inches thick. The substratum to a depth of 60 inches or more is sandy loam. The soil is neutral to a depth of 17 inches and moderately alkaline below that depth. Included in this unit is about 10 percent Olney sandy loam in drainways. (ii) The stratum beneath the deposit is presumed to be sandstone, shale, or conglomorate or a combination thereof. (g) The primary commodities to be m'sned/extracted are sand and gravel to be used for construction, eg. Sand and Gravel, Landscaping "Rock", Road Base, Borrow Materials for construction, Concrete and Asphalt Sizes ASTM C-33 specification material used with Portland cement and Asphalt cement. Topsoil and other construction material which is suitable for beneficial use. (h) This site has no other type soil as a secondary commodity that are of commercial value at the present time. Therefore, no other materials will be a produced, mined or sold at this time. (i) No explosives will be used in conjunction with mining. Explosives should not be needed at any time to remove the materials, therefore a Geotechniral Stability Exhibit will not be needed for this permit application.