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FLOOD02688
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Last modified
1/25/2010 6:25:11 PM
Creation date
10/4/2006 11:04:33 PM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
196
County
Eagle
Community
Gypsum
Basin
Colorado Mainstem
Title
Flood Insurance Study - Gypsum, Eagle County, Colorado
Date
3/1/1981
Designation Date
8/1/1982
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />For areas studied by approximate methods, flood plains that permanently <br />narrow to less than 200 feet wide were designated as areas of minimal <br />flooding. <br /> <br />Flood boundaries for the 100- and 500-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 and/or lack of detailed topographic <br />data, such areas are not shown. <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 <br />from flood plain development against the resulting increase in <br />flood hazard. For purposes of the National Flood Insurance Program, <br />the concept of a floodway is used as a tool to assist local communities <br />in this aspect of flood plain management. Under this concept, the <br />area of the 100-year flood is divided into a floodway and a <br />floodway fringe. The floodway is the channel of a stream, plus <br />any adjacent flood plain areas, that must be kept free of encroach- <br />ment in order that the 100-year flood be carried without substantial <br />increases in flood heights. As minimum standards, the Federal <br />Insurance Administration limits such increases in flood heights to <br />1.0 foot, provided that hazardous velocities are not produced. <br /> <br />The floodway presented in this study was computed on the basis of <br />equal-conveyance reduction from each side of the flood plain. The <br />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 determined at cross sections; between <br />cross sections, the boundaries were interpolated. In cases where <br />the floodway and IOO-year flood boundaries are close together, <br />only the floodway boundary has been shown. <br /> <br />The area between the floodway and the boundary of the lOO-year <br />flood is termed the floodway fringe. The floodway fringe thus <br />encompasses the portion of the flood plain that could be completely <br />obstructed without increasing the water-surface elevation of the <br />100-year flood more than 1.0 foot at any point. Typical relation- <br />ships between the floodway and the floodway fringe and their <br />significance to flood plain development are shown in Figure 2. <br /> <br />8 <br />
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