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<br />. <br />'. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />'. <br />I <br />I. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />'. <br />. <br />I. <br />'. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br /> <br />There are several reservoirs on the Eagle River which provide some incidental flood controL <br />Because it is likely that spillway facilities have been designed to evacuate flood flows in excess <br />of the 100-year discharge, it has been assumed that reservoir will not affect downstream 100-year <br />flood discharge, In actuality, there will be some flood flow attenuation due to surcharge capacity <br />in the reservoir and travel times from the reservoir inflow points to the spillway. Regardless, the <br />gage records analyzed above implicitly consider reservoir storage in a general matter. Additional <br />analysis of the reservoirs and basin would be needed to more accurately estimate peak <br />discharges. <br /> <br />Communities should regulate the approximate floodplains on a case-by-case basis. FEMA <br />requires that a detailed floodplain analysis must be performed by a professional engineer and <br />submitted by the developer or development proponent for development projects involving more 5 <br />acres or more than 50 units (whichever is more restrictive). <br /> <br />Hvdraulic Analvsis <br />Hydraulic methods used for the approximate floodplain delineations shown on the Town of <br />Gypsum FIRM panels are not available or have not been documented by FEMA. For future <br />studies, an approximate 100-year flood elevation at a particular location on the river may be <br />obtained by using the 100-year peak flow value (as provided in this report) in conjunction with <br />an acceptable hydraulic analysis. Hydraulic analyses for determining 100-year water surface <br />elevations for approximate floodplains may be performed using FEMA's Quick-2 computer <br />program, the Corps of Engineers' HEC-2 computer program, Flowmaster, or other acceptable <br />hydraulic methods. Channel and floodplain cross-sections may be obtained from detailed <br />topographic mapping or from field surveys. Cross-sections obtained from USGS quadrangle <br />maps are not advised. <br /> <br />Floodplain Mappinl!: <br />The existing FIRMs for the Town of Gypsum depict areas subject to 100-year flooding based on <br />approximate technical methods, The Colorado Water Conservation Board can be contacted to <br />request technical assistance for approximate floodplain analyses as needed. <br /> <br />8 <br />