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<br />estimation of topwidth, and direct use of drainage area versus <br />discharge and drainage area versus depth in channel curves from <br />USGS Technical Manual No. 1 (Reference 13). <br /> <br />The hydraulic analyses for this study were based on unobstructed <br />flow. The flood elevations shown on the profiles are thus con- <br />sidered valid only if hydraulic structures remain unobstructed, <br />operate properly, and do not fail. <br /> <br />All elevations are referenced to the National Geodetic Vertical <br />Datum of 1929 (NGVD). Elevation reference marks used in this <br />study are shown on the maps; the description of the marks are <br />presented in Elevation Reference Marks (EKhibit 3). <br /> <br />4.0 FLOOD PLAIN MANAGEMENT APPLICATIONS <br /> <br />The NFIP encourages State and local governments to adopt sound flood <br />plain management programs. Therefore, each FIS provides lOa-year flood <br />elevations and delineations of the 100- and SOO-year flood plain <br />boundaries and lOa-year floodway to assist communities in developing <br />flood plain management measures. <br /> <br />4.1 Flood Plain Boundaries <br /> <br />TO provide a national standard without regional discrimination, <br />the 1 percent annual chance (lOa-year) flood has been adopted by <br />FEMA as the base flood for flood plain management purposes. The <br />0.2 percent annual chance (SOD-year) flood is employed to indicate <br />additional areas of flood risk in the community. For each stream <br />studied by detailed methods. the 100- and SOa-year flood plain <br />boundaries have been delineated using the flood elevations deter- <br />mined at each cross section. Between cross sections, the bound- <br />aries were interpolated using topographic maps at a scale of <br />1:24,000, with contour intervals of 10. 20, and 40 feet <br />(References 29, 3D, and 31, respectively). <br /> <br />Flood plain boundaries for Cherry Creek were determined by a COE <br />report entitled Flood Plain Information, Cherry Creek-Cherry Creek <br />Lake through Franktown, Colorado (Reference 14). This report was <br />also used to determine the boundaries at the confluences with <br />Cherry Creek tributaries included in this study. <br /> <br />The 100- and SOD-year flood plain boundaries are shown on the <br />Flood Insurance Rate Map (Exhibit 2). On this map, the 100-year <br />flood plain boundary corresponds to the boundary of the areas of <br />special flood hazards (ZOnes A and AE); and the SOD-year flood <br />plain boundary corresponds to the boundary of areas of moderate <br />flood hazards. In cases where the 100- and SOD-year flood plain <br />boundaries are close together, only the 100-year flood plain <br />boundary has been shown. Small areas within the flood plain <br /> <br />26 <br />