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Both the upstream and downstream slopes of the embankment will be 3h: ly <br /> or flatter. The completed embankment and surrounding disturbed areas <br /> will be seeded and revegetated to prevent erosion in accordance with <br /> applicable regulations. The 004 East Ditch will be constructed to <br /> divert all runoff from the existing reclaimed area into Pond No. 004. <br /> SELECTED REFERENCES <br /> Barfield, B.J. , Warner, R.C. , and Haan, C.T. 1983. Applied Hydrology <br /> and Sedimentology for Disturbed Areas. Oklahoma Technical Press, <br /> Stillwater, Oklahoma. <br /> 1985. Communication with Colorado and Arizona SCS Hydrologist (8-5-85) . <br /> Dames and Moore. 1985. General Report Geotechnic, Hydrologic, and <br /> Hydraulic Evaluation of Sedimentation Structures Kayenta and Black <br /> Mesa Mines. Navajo County, Arizona. <br /> Dodson & Associates, Inc. 1985. IBM Personal Computer Hydraulics <br /> Program Software. <br /> NOAA Precipitation Frequency Atlas of the Western States. Volume III. <br /> Colorado. 1973. <br /> Simons, Li and Associates, Inc. 1983. Design of Sediment Control <br /> Measures for Small Areas in Surface Coal Mining. Fort Collins, <br /> Colorado. <br /> Soil Conservation Service, U.S. Department of Agriculture. 1972. <br /> National Engineering Handbook. Washington, D.C. <br /> Soil Conservation Service, U.S. Department of Agriculture. 1980. <br /> Procedures for Determining Peak Flows in Colorado. Washington, <br /> D.C. <br /> Soil Conservation Service, U.S. Department of Agriculture. 1982. <br /> Ponds- Planning, Design, Construction. Washington, D.C. <br /> Soil Conservation Service, U.S. Department of Agriculture. Revised SCS <br /> Technical Release No. 55. <br /> Warner, R.C. , Wilson, B.N. , Barfield, B.J. , Logsdon, D.S. , and Nebgen, <br /> P.J. 1983. A Hydrology and Sedimentology Watershed Model . Part <br /> II: User's Manual . University of Kentucky, Lexington, Kentucky. <br /> 15 <br />