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<br />Flood boundaries in the shallow flooding areas were delineated using <br />topographic maps (References 12 and 14, 17 through 24, and 27). <br /> <br />e 00 unal <br />taken from the Federal Insurance Administration's Flo <br />Boundary Map (Reference 28). <br /> <br />azar <br /> <br />Flood boundaries for the 100- and SOD-year floods are shown on the <br />Flood Boundary and Floodway Map (Exhibit 2). <br /> <br />Small areas within the flood boundaries may lie above the flood <br />elevations and, therefore, not be subject to flooding; owing to <br />limitations of the map scale, such areas are not shown. <br /> <br />., <br /> <br />4.2 Floodways <br /> <br />Encroachment on flood plains, such as artificial fill, reduces the <br />flood-carrying capacity and increases flood heights, thus increasing <br />flood hazards in areas beyond the encroachment itself. One aspect <br />of flood plain management involves balancing the economic gain from <br />flood plain development against the resulting increase in flood <br />hazard. For purposes of the ~ational Flood Insurance Program, the <br />concept of a floodway is used as a tool to assist communities in this <br />aspect of flood plain management. Under this concept, the area of <br />the 100-year flood is divided into a floodway 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 in order that <br />the 100-year flood be carried without substantial increases in flood <br />heights. As minimum standards, the Federal Insurance Administration <br />limits such increases in flood heights to 1.0 foot, provided that <br />hazardous velocities are not produced. <br /> <br />The scope of work of a limited detailed study is such that a floodway <br />determination is not made; therefore, a floodway has not been <br />delineated for Blue River. <br /> <br />Thej'loodwayspresentecl_i,~ this study were "()I!lputed on the basis of <br />equal conveyance reduction from each side of the flood pliiii1;U The <br />results of these computations are tabulated at selected cross sec- <br />tions 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 determined at cross sections; between cross <br />sections, the boundaries were interpolated. In cases where the <br />floodway and 100-year flood boundaries are close together, only the <br />floodway boundary has been Shown. <br /> <br />, <br /> <br />The area between the floodway and the boundary of the 100-year flood <br />is termed the floodway fringe. The floodway fringe thus encompasses <br />the portion of the flood plain that could be completely obstructed <br />without increasing the water-surface elevation of the 100-year flood <br />more than L 0 foot at any point. Typical relationships between the <br />floodway and the floodway fringe and their significance to flood <br />plain development are shown in Figure 2. <br /> <br />14 <br />