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<br />The 100- and 500-year flood plain boundaries are shown on the <br />Flood Boundary and Floodway Map (Exhibit 2). In cases where the <br />100- and SOO-year flood plain boundaries are close together, only <br />the 100-year flood plain boundary has been shown. Small areas <br />within the flood plain boundaries may lie above the flood elevations <br />~ut cannot be shown due to lin.itations of the map scale and/or <br />"lack of detailed topographic data. <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 />Encroachment on flood plains, such as structures and fill, reduces <br />flood-carrying capacity, increases flood heights and velocities, <br />and increases flood hazards in areas beyond the encroachment itself. <br />One aspect of flood plain management involves balancing the economic <br />gain from flood plain development against the resulting increase <br />in flood hazard. For purposes of the NFIP, a floodway is used <br />as a tool to assist local communities in this aspect of flood <br />plain management. Under this concept, the area of the 100-year <br />flood plain is divided into afloodway and a floodway fringe. <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. Minimum Federal standards limit such increases <br />to 1.0 foot, provided that hazardous velocities are not produced, <br />The floodways in this study are presented to local'agencies as <br />minimum standards that can be adopted directly or that can be <br />used as a basis for additional floodway studies. <br /> <br />The floodways presented in this study were computed on the basis <br />of equal-conveyance reduction from each side of the flood plain., <br />The results of these computations are tabulated at selected cross <br />sections for each stream segment for which a floodway is computed <br />(Table 2). <br /> <br />As shown on the Flood Boundary and Floodway Map (Exhibit 2), the <br />floodway boundaries were computed at cross sections. Between <br />cross sections, the boundaries were interpolated. In cases where <br />the floodway and 100-year flood plain boundaries are either close <br />together or collinear, only the floodway boundary has been shown. <br /> <br />The area between the floodway and~lOO-year flood plain boundaries <br />is termed the floodway fringe. The floodway fringe encompasses <br />the portion of the flood plain that could be completely obstructed <br />without increasing the water-surface elevation of the 100-year <br />flood by more than 1.0 foot at any point. Typical relationships <br />between the floodway and the floodway fringe and their significance <br />to flood plain development are shown in Figure 2. '" <br /> <br />,'_.' <br /> <br />9 <br />