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iii iiiiiiiiiiiii iii <br />999 <br /> <br />Exhibit I <br />Exhlbil l CMLRB 112 Permit Application <br />Agile Slone Systems. Inc. <br />Soils Information <br />Soil work was begun by reviewing work previously completed by the Natural Resources <br />Conservation Service (SCS, 1995). This work contained soil survey work for Fremont <br />County. The permit area was noted to be overlain by nine soil map units. Several site <br />visits were also conducted to review and confine the soil information. Related visits <br />were conducted by independent contractors included: Cedar Creek Associates, Azurite, <br />Inc. EMS, Inc., Gilmer Geophysics, Vibra-Tech Engineers and others. During these site <br />visits it became appazent that the soil available for salvage and redistribution on the site <br />did not always correspond with that indicated by the soil survey completed by the SCS. <br />For example, the depth of soil suitable for salvage from Map Unit 50 was indicated to be <br />from 12 to 60" depending upon chemical considerations. Field work only indicated 6" to <br />18" of suitable top soil. Another example involves the SCS conclusion that coazse <br />fragment percentage within the profile of the Kim series typically does not exceed 15%. <br />This unit is within the permit boundaries where gravel mining will occur and much better <br />than 50% commercially sized coazse aggregate lies readily exposed on the surface. Field <br />investigations were determined to be required to confirm SCS data. <br />. 1.0 USDA Natural Resources Conservation Service (SCS) <br />°Soil survey of Fremont County Area, Colorado", USDA Natural Resources <br />Conservation Service, Canyon City, Colorado,1995, 338 pp. + maps. <br />This survey work identified nine soil map units. These include the Kim loam, cool, 3 to <br />8% slopes (Map Unit 50); Louviers-Travessilla complex, 20 to 50% slopes (Map Unit <br />64); Nunn clay loam, 0 to 2% slopes (Map Unit 78); Otero fine sandy loam, 3 to 8% <br />slopes (Map Unit 81); Riverwash (Map Unit 92); Roygorge very gravelly sandy clay <br />loam, 25 to 50% slopes (Map Unit 98); Sedillo cobbly sandy loam, 4 to 25% slopes (Map <br />Unit 100); Shanta loam, 0 to 3% slopes (Map Unit 104), and the Ustic Torriorthents, <br />bouldery -Rock outcrop complex, 35 to 90% slopes (Map Unit 120) map units. <br />Kim loam, cool, 3 to S% slopes <br />This map unit consists of well drained soils forming in alluvium and eolian parent <br />materials on fans and fan terraces. This map unit would be disturbed by the proposed <br />gravel operations. The Kim soil, making up about 95 % of the unit, is characterized by <br />loam textures, strong effervescence, and moderate alkalinity to a depth of 60". The <br />coazse fragment content less than S % throughout the profile. The effective rooting depth <br />is 60" or more. This soil is non-saline and non-sodic. The hazard of water erosion is <br />moderate to very high. <br />Louviers-Travessilla complex, 20 to 50% slopes <br />• Occurring on hills, and canyon sides, this unit consists of shallow, well drained soils. <br />t <br />