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EXHIBIT A-Legal Description <br />That portion of the SW 1/4 of Section 2, T7N, R45W of the 6th P.M. in Phillips <br />County Colorado which lies within the confines of the banks of Frenchman Creek <br />beginning at the west edge of Section 2 and ending at the east edge of the SW Ye of <br />Section 2. The pit area contains a short access road in the southeast corner and a <br />stockpile area immediately adjacent to the creek bed. Said portion of the SW 1/4 will <br />contain approximately 9.9 acres. Delineator boundary posts will be set to mark the pit <br />area as shown on the attached maps. <br />EXHIBIT B -Site Description <br />Vegetation - <br />There is no vegetation in the actual creekbed. Native grass does occur on the <br />banks. This bank vegetation is periodically destroyed when heavy rainfall, and <br />the resulting creek flooding occurs. There are deciduous trees at various <br />locations along the banks. <br />Wildlife - <br />No significant amount of wildlife has been encountered during any of the visits to <br />the site. There are no known threatened or endangered species in the area. <br />Soils Information - <br />The Soils Conservation Service soils map shows the soil as being of the Wages- <br />Eckley-Dix Complex. The statement is made that "these soils are so intermingled <br />that it is not practical to map them separately." The SCS investigation reports this <br />soil as being a good source of road fill but poor as a source for sand and gravel. <br />However, actual excavation indicated sufficient quantities of sand and gravel for <br />all county road purposes. <br />Structures - <br />There are no permanent man-made structures within 200 feet of the affected <br />area. <br />Water Resources - <br />The pit site is located in the north fork Frenchman Creek. This is normally a dry <br />creek, flowing only in periods of heavy run-off. The creek channel can vary in width from <br />50 feet up to 200 feet but averages 100 feet in width. During periods of heavy rainfall, <br />the flow will enter and sweep the pit area, often depositing more gravel. Because the <br />sand and gravel at the bottom of the creek allows rapid percolation, water will not stand <br />more than a few days at the most. The excavation will be such that ground water <br />elevations will not be encountered. No existing water rights will be injured. <br />EXHIBIT C- Minino Plan <br />Access is available off County Road 24. A short access trail will be made into <br />the creek/pit area. <br />Sand and gravel will be mined within the confines of the banks of the creek bed <br />