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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 />• <br />15 <br />