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FLOOD08776
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Last modified
1/25/2010 7:15:31 PM
Creation date
10/5/2006 3:53:13 AM
Metadata
Fields
Template:
Floodplain Documents
County
Moffat
Community
Craig
Basin
Yampa/White
Title
FIS - Craig
Date
3/28/1984
Prepared For
Moffat County
Prepared By
FEMA
Floodplain - Doc Type
Current FEMA Regulatory Floodplain Information
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<br />Backwater flooding from Yampa River in unincorporated Moffat County <br />affects two small areas of Craig; the vicinity east of Barker <br />Street near its intersection with Second Street, and the area <br />immediately south of where Pine Ridge Gulch leaves the corporate <br />limits. The lOO-year flood elevation is 6,167 feet. <br /> <br />The approximate 100-year flood elevations for Tributaries 1 and 2 <br />were determined by normal-depth calculations of typical sections <br />based on field observation, <br /> <br />The hydraulic analyses for this study were based on unobstructed <br />flow. The flood elevations shown on the profiles are thus con- <br />sidered valid only if hydraulic structures remain unobstructed, <br />operate properly, and do not fail. <br /> <br />All elevations are referenced to the National Geodetic Vertical <br />Datum of 1929 (NGVD). Elevation reference marks used in this <br />study are shown on the maps. <br /> <br />4.0 FLOOD PLAIN MANAGEMENT APPLICATIONS <br /> <br />The NFIP encourages State and local governments to adopt sound flood <br />plain management programs. Therefore, each Flood Insurance Study produces <br />maps designed to assist communities in developing flood plain management <br />measures. <br /> <br />4.1 Flood Boundaries <br /> <br />To provide a national standard without regional discrimination, <br />the 1 percent annual chance (lOO-year) flood has been adopted <br />by FEMA as the base flood for flood plain management purposes. <br />The 0,2 percent annual chance (SOD-year) flood is employed to <br />indicate additional areas of flood risk in the community. For <br />each stream stJdied in detail, the 100- and 500-year flood plain <br />boundaries have been delineated using the flood elevations determined <br />at each cross section. Between cross sections, the boundaries <br />were interpolated using topographic maps at scales of 1:2,400 <br />and 1:4,800, with a contour interval of 2 feet (Reference 8). <br /> <br />For Tributaries 1 and 2, the lOO-year flood boundaries were determined <br />by normal-depth computations using field observations and U.S. <br />Geological Survey topographic maps (Reference 9). <br /> <br />The 100- and SOO-year flood plain boundaries are shown on the <br />Flood Boundary and Floodway Map (Exhibit 2). In cases where the <br />100- and SOD-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 />but cannot be shown due to limitations of the map scale and/or <br />lack of detailed topographic data. <br /> <br />12 <br />
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