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X2.04 APPLICATION FOR PERMIT FOR SURFACE OR IINOERGROUND MINING ACTIVITIES -- MINIMUM <br />REQUIREMENTS FOR INFORMATION ON ENVIRONFIENTAL RESOURCES. <br />• <br />2.04.1 Objectives <br />No change. <br />2.04,2 Responsibilities <br />No change. <br />2.04.3 General Requirements: Site Description and Land Use Information <br />(1)-(2)(b) No change. <br />(2)(b)(i) As determined by the Soil Conservation Service in the <br />Soil Survey of Paonia Area, Colorado (1981), the area <br />of the rock slope portals is within the margin of the <br />Saraton-Agua Fria complex, 20-50 percent slopes and <br />Torriorthents-Rock outcrop, sandstone complex soil <br />types. Undisturbed and potential productivities of <br />these soils are described as follows: <br />Saraton-Agua Fria complex, 20 to 50 percent slopes. <br />Capability subclass Vlls, nonirrigated. Native vegeta- <br />tion composed of pinyon-juniper, shrubs, and grasses. <br />• Potential vegetation is pinyon-juniper with grass un- <br />derstory. Grazing potential is limited for livestock <br />and wildlife. Browse-grass community provides vital <br />habitat for mule deer. Recreation potential is severe <br />to moderate due to slope, and building site development <br />potential is severe due to slope and surface stoni- <br />ness. <br />Torriorthents-Rock outcrop, sandstone complex. Capa- <br />bility subclass VIIs, nonirrigated. Adapted species <br />consist of wheatgrass and ricegrass. Grazing potential <br />is restricted for livestock. Soils are best suited for <br />wildlife habitat, and used as winter range by mule <br />deer, Recreation potential is moderate due to rock <br />outcrops. Building site development is not rated for <br />these soils, but considered to be severe. These soils <br />are unsuited for cropland due to surface stoniness and <br />slope. <br />(2)(b)(ii)-(4)No change. <br />2.04.4 Cultural and Historic Resource Information <br />No change. <br />2.04.5 General Description of Hydrology and Geology <br />• (1)(a) CWI employed the services of Golder Associates to com- <br />• plete geotechnical analyses and design of the rock <br />3 <br />