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<br />The U.S. Army Corps of Engineers has prepared a Flood Hazard <br />Information Hydrology report on Gunnison, North Fork Gunnison, and <br />Uncompahgre Rivers (Reference 10). Discharge values used for Gunnison, <br />North Fork Gunnison, and Uncompahgre Rivers in this Flood Insurance <br />Study were obtained from that report. <br /> <br />~ <br /> <br />The U.S. Army Corps of Engineers has prepared Flood Hazard Information <br />reports covering Gunnison, North Fork Gunnison, and Uncompahgre Rivers <br />(References 5 and 9). Data and analyses from those reports were <br />utilized in this Flood Insurance Study. The U.S. Army Corps of <br />Engineers work was revised at the following locations by the study <br />contractor to reflect changes in Manning's "n" values, bridge codings, <br />and floodplain delineation: Gunnison River was revised from station <br />20640 to station 51630; North Fork Gunnison River was revised from <br />station 33980 to station 51390 and from station 81160 to station <br />100260; and Uncompahgre River was revised from station 880 to station <br />21724. The Colorado Water Conservation Board has reviewed these <br />revisions and concurs with the changes. <br /> <br />A Flood Insurance Study hydrology report for Montrose, Delta, and Mesa <br />Counties (Reference 13) was completed in April 1979. Hydrological <br />information and data concerning Delta County obtained from the <br />hydrology report were used in the preparation of this study. <br /> <br />The Colorado Water Conservation Board has prepared a Flood Plain <br />Information report on Minnesota Creek near Paonia (Reference 22). This <br />study utilized more detailed methods in determining floodplain <br />delineation and therefore supersedes the previous report. <br /> <br />A Flood Study has been prepared for Kohler Lane Bridge in Cedaredge <br />(Reference 23). This Flood Study, performed on Surface Creek, resulted <br />in a peak 100-year discharge of 1,050 cfs. This discharge is slightly <br />less than the 100-year discharge determined for this study due to <br />differences in the method of computation. Because more detailed <br />methods were used for this Flood Insurance Study, it supersedes the <br />previous study. <br /> <br />~ <br /> <br />Flood Insurance Studies have been prepared for the City of Orchard City <br />(Reference 24), the Town of Paonia (Reference 25), the ci ty of Del ta <br />(Reference 26), and unincorporated areas of Mesa County (Reference 27) <br />and Montrose County (Reference 28). The results of this study are in <br />general agreement with the other Flood Insurance Studies. <br /> <br />, <br /> <br />The Flood Hazard Boundary Map for the Town of Hotchkiss (Reference 29) <br />is in general agreement with this Flood Insurance Study. There is a <br />discrepancy between the 100-year flood boundaries shown for North Fork <br />Gunnison River in this Flood Insurance Study and those shown on the <br />Flood Hazard Boundary Map for the unincorporated areas of Gunnison <br />County (Reference 30). This discrepancy is due to the more detailed <br />analyses performed for this study. <br /> <br />41 <br />