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FLOOD09856
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FLOOD09856
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Last modified
1/26/2010 10:10:52 AM
Creation date
10/5/2006 4:42:17 AM
Metadata
Fields
Template:
Floodplain Documents
County
Pueblo
Community
Pueblo
Stream Name
Fountain Creek
Basin
Arkansas
Title
Floodplain Information Report
Date
10/1/1968
Prepared For
Pueblo County
Prepared By
US Army Corps of Engineers
Contract/PO #
&&
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />This structure would cause 11.3 feet head loss during the <br /> <br /> <br />Standard Projeot Flood and 1.9 feet during the Intermediate <br /> <br /> <br />Regional Flood. <br /> <br /> <br />The Missouri Pacific Railroad bridge is a 525-foot <br /> <br /> <br />B-span structure, one of the westerly spans being over a 175-foot <br /> <br /> <br />steel thru-truss. The top of the rails would be overtopped 1.5 <br /> <br /> <br />feet by the Standard Project Flood and O.B feet by the Interme- <br /> <br /> <br />diate Regional Flood. The bridge head losses would be 6.7 feet <br /> <br /> <br />and 2.0 feet, respectively, for the Standard Project Flood and <br /> <br /> <br />Intermediate Regional Flood. <br /> <br />Obstructions to Floodflow <br /> <br /> <br />The effect of obstructions due to bridges and their <br /> <br /> <br />approach fille has been described in previous paragraphs. The <br /> <br />numerous streets and dirt trails in the flood plain generally <br /> <br /> <br />do not obstruct floodflows. However, development and land fills <br /> <br /> <br />in or near the channel Can obstruct floodflows and cause increased <br /> <br />depths. <br /> <br />Flood Records <br /> <br /> <br />Stream stage and discharge records indicating flood <br /> <br /> <br />potential are available for Fountain Creek. From January 1922 to <br /> <br /> <br />September 1925, a non-recording gage was located within one-half <br /> <br /> <br />mile of the Bth Street Bridge. A recording gage Was installed at <br /> <br /> <br />the Bth Street Bridge from October 1940 until the June 1965 flood <br /> <br /> <br />washed it away. Presently, stream gaging stations operate 'at <br /> <br /> <br />several locations upstream of the study reach. <br /> <br /> <br />Data on floods in the area were obtained from State <br /> <br /> <br />of Colorado Water Records, newspaper files, and other historical <br /> <br /> <br />documents. The flood profiles and flooded areas maps were devel- <br /> <br /> <br />oped from this data, the results of previous studies, field in- <br /> <br /> <br />vestigations, and office computations. <br /> <br />) <br /> <br />20 <br /> <br />, <br /> <br />, <br />
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