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Last modified
1/26/2010 10:12:32 AM
Creation date
10/5/2006 5:01:28 AM
Metadata
Fields
Template:
Floodplain Documents
County
Arapahoe
Community
Arapahoe County and Incorporated Areas
Basin
South Platte
Title
FIS - Arapahoe County and Incorporated Areas - Volume 1
Date
8/16/1995
Prepared For
Arapahoe County
Prepared By
FEMA
Floodplain - Doc Type
Current FEMA Regulatory Floodplain Information
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<br />floodplain boundaries may lie above the <br />be shown due to limitations of the <br />detailed topographic data. <br /> <br />flood elevations but cannot <br />map scale and/or lack of <br /> <br />Approximate lOa-year floodplain boundaries in some portions of the <br />study area were taken directly from the Flood Insurance Rate Map <br />for the Town of Deer Trail, Colorado (Reference 59). <br /> <br />For the streams studied <br />floodplain boundary is <br />(Exhibit 2). <br /> <br />by approximate methods, only the <br />shown on the Flood Insurance <br /> <br />lOa-year <br />Rate Map <br /> <br />4.2 Floodways <br /> <br />Encroachment on floodplains, 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 <br />itself. One aspect of floodplain management involves balancing the <br />economic gain from floodplain development against the resulting <br />increase in flood hazard. For purposes of the NFIP, a floodway is <br />used as a tool to assist local communities in this aspect of <br />floodplain management. Under this concept, the area of the 100- <br />year floodplain is divided into a floodway and a floodway fringe. <br />The floodway is the channel of a stream, plus any adjacent <br />floodplain areas, that must be kept free of encroachment so that <br />the lOa-year flood can be carried without substantial increases in <br />flood height s. Minimum Federal standards limi t such increases to <br />1.0 foot, provided that hazardous velocities are not produced. The <br />floodways in this study are presented to local agencies as minimum <br />standards that can be adopted directly or that can be used as a <br />basis for additional floodway studies. <br /> <br />The floodways presented in this study were computed for certain <br />stream segments on the basis of equal conveyance reduction from <br />each side of the floodplain. Floodway widths were computed at <br />cross sections. Between cross sections, the floodway boundaries <br />were interpolated. The results of the floodway computations are <br />tabulated for selected cross sections (Table 2). The computed <br />floodways are shown on the Flood Insurance Rate Map (Exhibit 2). In <br />cases where the floodway and lOa-year floodplain boundaries are <br />either close together or collinear, only the floodway boundary is <br />shown. <br /> <br />The area between the floodway and lOa-year floodplain boundaries is <br />termed the floodway fringe. The floodway fringe encompasses the <br />portion of the floodplain that could be completely obstructed <br />without increasing the water-surface elevation of the lOO-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 floodplain development are shown in Figure 8. <br /> <br />24 <br />
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