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<br />. <br /> <br />I NTRODUCTI ON <br /> <br />. <br /> <br />Results of a dam rehabilitation feasibility study of Rio Grande <br />Dam are presented in this report. The dam, completed in 1914, is <br />located in Hinsdale County, about 20 miles southwest of Creede in <br />southwestern Colorado. Rio Grande Reservoir, with a storage capacity <br />of 52,192 acre-feet, is the only main stem reservoir on the Rio <br />Grande in Colorado. The drainage basin includes 162 square miles <br />with elevations ranging from 9400 feet at the dam to over 13,000 feet <br />along the Continental Divide. <br />The San Luis Valley Irrigation District (SLVID) operates Rio <br />Grande Reservoir. Water released from the reservoir is primarily <br />used for irrigation of about 45,000 acres of land under the Farmers <br />Union Canal in the San Luis Valley. Water is also stored in the <br />reservoir by agreement with the State Engineer of Colorado and the <br />Rio Grande water users for the purpose of aiding Colorado in adminis- <br />tering the Rio Grande Compact. Incidental use is made of the reser- <br />voir for recreation and fish and wildlife. <br />A Phase I Inspection Report under the National Dam Safety Program <br />was prepared by Bruns, Incorporated in 1978. The spillway was found <br />to be seriously inadequate to pass the probable maximum flood as <br />required for dams rated as "large" and "high hazard" under the Corps <br />of Engineers classification system. Dam stability was considered to <br />be questionable. It was recommended that a thorough engineering <br />investigation be conducted to establish the exact inadequacies of the <br />dam. <br /> <br />The Rio Grande Dam rehabilitation feasibility study was initiated <br />through an advance to the SLVID provided by the Colorado Water Conservation <br />Board. W. W. Wheeler and Associates, Inc. and Chen and Associates <br />were engaged by the SLVID to conduct the study. Wheeler made an <br />evaluation of flood hydrology and determined the capability of the <br />existing dam facilities to pass the design floods. Geotechnical <br /> <br />. <br /> <br />-1- <br />