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<br />The hydraulic analyses for these studies were based only on the <br />effects of unobstructed flow. The flood elevations, as shown on the <br />profiles, are, thus, considered valid only if hydraulic structures <br />remain unobstructed, 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 the study <br />are shown on the maps. <br /> <br />4.0 FLOOD PLAIN MANAGEMENT APPLICATIONS <br /> <br />~, <br /> <br />. <br /> <br />A prime purpose of the National Flood Insurance Program is to encourage <br />State and local governments to adopt sound flood plain management pro- <br />grams. Each Flood Insurance Study, therefore, includes a flood boundary <br />map designed to assist communities in developing sound flood plain manage- <br />ment measures. <br /> <br />4.1 Flood Boundaries <br /> <br />In order to provide a national standard without regional discrimina- <br />tion, the 100-year flood has been adopted by the Federal Insurance <br />Administration as the base flood for purposes of flood plain manage- <br />ment measures. The 500-year flood is employed to indicate additional <br />areas of flood risk in the county. For each stream studied in <br />detail or limited detail, the boundaries of the 100- and 500-year <br />floods, as applicable, have been delineated using the flood eleva- <br />tions determined at each cross section; between cross sections, the <br />boundaries were interpolated using topographic maps at scales of <br />1:600, with a contour interval of 2 feet (References 17 and 18); <br />1:1,200, with a contour interval of 2 feet (References 12 and 14); <br />1:2,400, with a contour interval of 2 feet (References 19 and 20); <br />and 1:24,000, with a contour interval of 40 feet (References 21, <br />24, and 27). <br /> <br />The approximate 100-year flood boundaries for Blue River and Soda <br />Creek were delineated by use of information from topographic maps <br />(References 12, 20 through 22, and 24) and the computed flood <br />elevations. <br /> <br />, <br /> <br />The approximate 100-year flood boundaries for Snake River were delineated <br />using information from topographic maps (References 19 and 23), the <br />Flood Hazard Boundary Map for Summit County (Reference 28), and <br />computed flood elevations. The approximate 100-year flood boundary <br />for South Barton Gulch was taken from the Flood Hazard Boundary Map <br />for Summit County (Reference 28). <br /> <br />The approximate 100-year flood boundary for French Gulch was taken <br />from a Flood Plain Information report for Breckenridge (Reference 8), <br />and studied in conjunction with the computed flood elevations. <br />Lower portions of French Gulch have been relocated since the Flood <br />Plain Ihformation report was completed. The new stream location and <br />flood boundary were adjusted using photoquadrangle and topographic <br />maps (References 25 and 26). <br /> <br />13 <br />