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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />FLOODPLAIN INFORMATION <br />REPORT FOR <br />COAL CREEK <br />CRESTED BUTTE, COLORADO <br /> <br />I. <br /> <br />INTRODUCTION <br /> <br />In December 1976, Engineering Consultants, Inc. prepared a Floodplain <br />Information Report for Coal Creek through Crested Butte, Colorado. The 100 year <br />flow was estimated at approximately 480 cfs and the 500 year flow was estimated <br />at approximately 600 cfs. This flow estimate was developed from a regional <br />frequency analysis of stream flow data in the region, because limited flow records <br />were available for Coal Creek. In 1978 and 1979, according to a letter issued by <br />Mr. Larry Lang, Chief Flood Control and Floodplain Management Section at the <br />Colorado Water Conservation Board, the snow melt flows measured in Coal Creek <br />through Crested Butte were: <br /> <br />1. 1978 Q = 580 cfs <br />2. 1979 Q = 600-630 cfs. <br /> <br />The Colorado Water Conservation Board found that the 1976 study was based on <br />a hydrologic analysis that significantly understates potential flood flows. They <br />concluded that the 100 year flow should have been in the range of 750-800 cfs. <br /> <br />The purpose of this study is to redefine the potential flooding problems in the Town <br />of Crested Butte caused by flooding of Coal Creek during a 100 year snow melt <br />condition. The scope of the study is to: <br /> <br />1. Develop the proper Hydrology for the Coal Creek Basin. <br /> <br />2. Visit the area, layout the cross sections needed for the study, and <br />determine what changes have been made since the 1976 study. <br /> <br />3. Utilize the 1976 two-foot contour base mapping from the Colorado <br />Water Conservation Board. Obtain a field survey to generate the <br />cross section data required for the hydraulic analysis. <br /> <br />4. Perform a detailed hydraulic analysis for the 100 year Peak flow from <br />snow melt. <br /> <br />5. Update the base map with pertinent features. <br /> <br />6. Perform a detailed hydraulic analysis for a possible 100 year <br />f100dway for the northern portion of the Town. <br /> <br />1 <br />