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FLOOD04120
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Last modified
1/25/2010 6:45:22 PM
Creation date
10/5/2006 12:21:14 AM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
378
County
Boulder
Community
Louisville
Stream Name
Local Drainage
Basin
South Platte
Title
Floodplain Information Report - Louisville, Colorado
Date
8/1/1994
Designation Date
9/1/1994
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />, <br />, <br /> <br />I <br /> <br />I <br /> <br />b, Cooperation with Other Agencies <br /> <br />I <br /> <br />All flood hazard studies in Colorado are coordinated through the <br />Colorado Water Conservation Board, Other flood investigations have <br />been made in Boulder County; however, this flood insurance study <br />is the first major report study for the City of Louisville. <br /> <br />I <br /> <br />c, Sources of Basic Data <br /> <br />I <br /> <br />Basic data were collected and assembled by the Soil Conservation <br />Service. Engineering field surveys consisted of vertical and hori- <br />zontal control and cross sections at representative locations. In <br />addition to the engineering field surveys, hydrologic and hydraulic <br />data were developed from soils and vegetative cover information, <br />7 1/2-minute USGS quadrangle maps, a detailed topographic map <br />(1" = 300'), aerial photographs, and field inspection, <br /> <br />I <br /> <br />I <br /> <br />Data from the Soil Conservation Service report "Flood Insurance Study-- <br />Boulder County Unincorporated Areas" were used for the hydrologic and <br />hydraulic studies on Coal Creek. This report was prepared in June, <br />1972 for the Federal Insurance Administration, Department of Housing <br />and Urban Development, <br /> <br />I <br /> <br />I <br /> <br />d, Water Surface Profiles <br /> <br />I <br /> <br />Water surface profiles were developed by standard Soil Conservation <br />Service channel hydraulics procedures. The computations were based <br />on surveyed and selected topographic cross sections and peak flows <br />of 10-year, 2S-year, 100-year, and SOO-year flood frequencies, <br /> <br />I <br /> <br />e. Reach Selection <br /> <br />I <br /> <br />Five stream reaches were selected because of varied hydrologic, <br />hydraulic, and flood plain conditions. The reaches were selected on <br />the basis of channel and flood plain characteristics within each reach, <br />Of the five reaches, three are on the small separate drainages which <br />enter Louisville from the west and one is on the Coal Creek flood <br />plain, The other reach is an overflow area from one of the small <br />drainages. The reaches are not identified on the report maps, but <br />are reflected in the zone numbering code (Zone Al refers to the <br />"A" Zone in Reach 1), Other exhibits specifically identify the reach <br />illustrated, <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />f. Weighted Elevation-Frequency Curves <br /> <br />I <br /> <br />Distances above and below the IOO-year base flood in relation to <br />the frequency of flooding are illustrated on these curves, One <br />composite elevation-frequency curve was prepared for each reach <br />using weighted data, <br /> <br />I <br /> <br />I <br />I <br />
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