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<br />I <br />I <br />I <br />I <br />I <br />I, <br />I <br />I <br />I <br />II <br />I <br />II <br />I <br />I <br />I <br />I <br />II <br />I <br />I <br /> <br />INTRODUCTION <br /> <br />The intended purpose of this study is to review the existing floodplain <br />informat ion for the Town of Co llbran and a long with supp lementa 1 informati on, <br />provide a means by which the Town can monitor and prepare for flood flows. <br />Using this report the Town should be able to identify those areas that would be <br />subject to innundation during a flooding situation and plan for protection of <br />those areas by temporary or permanent levees. <br /> <br />DATA <br /> <br />Existing Information <br /> <br />A Flood Insurance Study for the Town of Collbran was published by the <br />Federal Emergency Management Agency in October 1981 which defines the 100-year <br />floodplains for Plateau and Grove Creeks within the Town limits. Detailed <br />hydrologic and hydraulic analyses were carried out to determine the floodplains <br />for the streams. Also contained in the study is a delineation of the Buzzard <br />Creek 100-year floodplain which was developed by approximate methods. <br /> <br />Topograhic mapping prepared for the Collbran Sewer District in March 1982 <br />was obtained and is used for the base map in this report. With the high flows <br />in June of 1983, some channel cutting occurred. The new channel alignment is <br />shown on the map and is based on aerial photographs taken soon after the peak <br />flows occurred and on field observations. <br /> <br />Hydrology <br /> <br />A detailed hydrologic analysis was completed as part of the Flood Insurance <br />Study which established frequency-discharge relationships for the 10-, 50-, 100, <br />and 500-year floods on Plateau Creek. The 5-year flood discharge was obtained <br />by extrapolation of the discharge-frequency curves plotted on log-probability <br />pap er . <br /> <br />A regional stream gage analysis was conducted which took into account the <br />historic records of several 5tream gaging stations in hydrologically simi lar <br />watersheds. Peak flows for both snowmelt and rainfall events were analyzed. <br /> <br />Although the intended purpose of Vega Reservoir is not flood control. <br />according to the Flood Insurance Study. the flows for the 100- and 500-year . <br />frequency events are estimated to be reduced by 12.5% and 6% at Collbran. <br /> <br />1 <br />