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<br />2 <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />r <br />r <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />[ <br />r <br /> <br />The City of Ouray is located in southern Ouray County, in sowh-western Colorado. <br />Durango. Colorado is approximate(v 73 miles to the south and Grand Junction. Colorado is <br />approximately 100 miles to the the north. UnincOlporated areas of Ouray County surround <br />the City. <br /> <br />The Uncomphagre River head.....aters rise on the northern slopes of the Sa Juan Mountains, <br />west of the Continental Divide. at elevations higher than 13,000 feet. The river then flows <br />nOl'fhwesterly through Ouray, Montrose and Delta Counties for approximately 70 miles to its <br />confluence with the Gunnison River near the City of Delta. The Uncompahgre River drains <br />approximatley 1.100 square miles at its confluence with the Gunnison River. <br /> <br />Scope of Study <br /> <br />The scope of services involved two main tasks, (a) development of a HEC-2 model to <br />approximate the published floodplain infonnation report (Reference I), and (b) evaluation of <br />proposed channel improvements on the floodplain and water surface elevations. More <br />specifically the tasks included: <br /> <br />A. Develop preliminary cross sections from station 624+90 to 712+30 and develop a <br />HEC-2 model from available infonnation. <br /> <br />B. Adjust model to match the 100-year floodplain infonnation presented in the Floodplain <br />Infonnation Report (Reference I). <br /> <br />C. Perfonn preliminary hydraulic calculations to size a fishing pond, sediment/debris pond <br />and a new channel section from approximately station 659+00 to 696+00. <br /> <br />D. Investigate impact of proposed channelization on the 100-year floodplain and water <br />surface elevations. <br /> <br />E. Prepare a report presenting the results. <br /> <br />Principal flood Problems <br /> <br />The Flood Insurance Study for the City of Ouray (Reference 5) provided the following <br />description of the previous flood problems. <br /> <br />Floodflows on the Uncompahgre River within the Study area result !inm the rapid melting of <br />the mountain sno\\pack during May. June, and early July. Snowmelt is occasional(v <br />augmented by rainfall. The I1InojJ fi'om snow melt typically sustains periods of high flows <br />and marked daily ji/ctuation. <br /> <br />Flow records are not available for all flooding events: however, newspaper accounts show <br />that major floods occurred in August 1909. June 1921. Ju(v 1927. Ju(v 1929, July 1965 and <br />