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<br />Approximate 100-year flood plain boundaries were delineated using <br />topographic maps at a scale of 1:1,200, with a contour interval of <br />2 feet (Reference 10). <br /> <br />For the streams studied by approximate methods, only the 100-year <br />flood plain boundary is shown. <br /> <br />4.2 Floodways <br /> <br />The floodway is the channel of a stream, plus any adjacent flood <br />plain areas, that must be kept free of encroachment so that the <br />100-year flood can be carried without substantial increases in <br />flood heights. <br /> <br />Floodways were not computed because they were not within the scope <br />of this study. <br /> <br />Regulatory elevations computed at selected cross sections used in <br />the hydraulic analyses (Section 3.2) are shown in Table 2. <br /> <br />5.0 INSURANCE APPLICATION <br /> <br />To establish actuarial insurance rates, data from the engineering study <br />must be transformed into flood insurance criteria. This process includes <br />the determination of reaches, Flood Hazard Factors, and flood insurance <br />zone designations for each flooding source studied in detail affecting <br />the City of Federal Heights. ' <br /> <br />5.1 Reach Determinations <br /> <br />Reaches are defined as sections of flood plain that have relatively <br />the same flood hazard, based on the average weighted diffe~ence ,in <br />water-surface elevations between the 10- and 100-year floods. This <br />difference may not have a variation greater than that indicated in <br />the following table for more than 20 percent of the reach: <br /> <br />Average Difference Between <br />10- and 1007-Year Floods <br /> <br />Variation <br /> <br />LeSS than 2 feet <br />2 to 7 feet <br />7.1 to 12 feet <br />More than 12 feet <br /> <br />0.5 foot <br />1.0 foot <br />2.0 feet <br />3.0 feet <br /> <br />The locations of the reaches determined for the flooding sources <br />of the City of Federal Heights are shown on the Flood Profiles <br />(Exhibit 1) and summarized in Table 3. <br /> <br />9 <br />