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<br />at each cross section. <br />were interpolated using <br />with a contour interval <br /> <br />Between cross sections, the <br />topographic maps at a scale <br />of 2 feet (Reference 7). <br /> <br />boundaries <br />of 1:2,400, <br /> <br />The 100- and 500-year flood plain boundaries are shown on the Flood <br />Boundary and Floodway Map (Exhibit 2). In cases where the 100- <br />and SOD-year flood plain boundaries are close together, only the <br />100-year flood plain boundary has been shown. Small areas within <br />the flood plain boundaries may lie above the flood elevations but <br />cannot be shown due to limitations of the map scale and/or lack of <br />detailed topographic data. <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 as <br />a tool to assist local communities in this aspect of flood plain <br />management. Under this concept, the area of the 100-year flood <br />plain is divided into a floodway and a floodway fringe. The floodway <br />is the channel of a stream, plus any adjacent flood plain areas, <br />that must be kept free of encroachment so that the 100-year flood <br />can be carried without substantial increases in flood heights. <br />Minimum Federal standards limit such increases to 1.0 foot, provided <br />that hazardous velocities are not produced. The floodways in this <br />study are presented to local agencies as minimum standards that <br />can be adopted directly or that can be used as a basis for additional <br />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 cross <br />sections. the boundaries were interpolated. In cases where the <br />floorlway 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 100-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 fV-,od plain development are shown in Figure 2. <br /> <br />8 <br />