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<br />The starting water-surface elevations for the South Platte River, <br />Pawnee Creek Overflow, and Sand Creek were determined by the slope <br />area method, 10-year coincident peak, and 10-year coincident peak, <br />respectively. <br /> <br />Flood profiles were drawn showing the computed water-surface <br />elevations for floods of the selected recurrence intervals. <br /> <br />The hydraulic analyses for this study are based on unobstructed <br />flow. The flood elevations shown on the profiles are thus <br />considered 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 study <br />are shown on the maps; the descriptions of the marks are presented <br />in Elevation Reference Marks (Exhibit 3). <br /> <br />4.0 FLOODPLAIN MANAGEMENT APPLICATIONS <br /> <br />The NFIP <br />floodplain <br />includes a <br />developing <br /> <br />encourages State and local governments <br />management programs. Therefore, each Flood <br />floodplain boundary map designed to assist <br />sound floodplain management measures. <br /> <br />to adopt sound <br />Insurance Study <br />communi ties in <br /> <br />4.1 Floodplain Boundaries <br /> <br />To provide a national standard without regional discrimination, the <br />I-percent annual chance (lOO-year) flood has been adopted by FEMA <br />as the base flood for floodplain management purposes. The 0.2- <br />percent annual chance (SOO-year) flood is employed to indicate <br />additional areas of flood risk in the community. For each stream <br />studied by detailed methods, the boundaries of the 100- and SOO- <br />year floodplain boundaries have been delineated uSlng the flood <br />elevations determined at each cross section. <br /> <br />Between cross sections, the boundaries along the South Platte River <br />were interpolated using detailed topographic maps prepared by <br />Blevins Mapping Company of Denver, Colorado in 1977. The maps were <br />at a scale of 1 inch equal to 200 feet with a 2-foot contour <br />interval. <br /> <br />For Sand Creek and Pawnee Creek Overflow, Blevins Mapping Company <br />and Landmark Mapping, Lakewood, Colorado, produced maps in 1976 and <br />1981, respectively. These maps were at a scale of 1 inch equal to <br />200 feet with a 2-foot contour interval. <br /> <br />The 100- and SOO-year floodplain boundaries are shown on the Flood <br />Insurance Rate Map (Exhibit 2). On this map, the 100-year <br />floodplain boundary corresponds to the boundary of the areas of <br />special flood hazards (Zone AE and AO), and the SOO-year floodplain <br />boundary corresponds to the boundary of areas of moderate flood <br />hazards. In cases where the 100- and SOO-year floodplain <br />boundaries are close together, only the 100-year floodplain <br /> <br />7 <br />