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FS0018X Feasibility Study 11/01
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FS0018X Feasibility Study 11/01
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Last modified
6/17/2015 11:59:34 AM
Creation date
3/31/2014 4:45:13 PM
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Loan Projects
Contract/PO #
FS0018X
Contractor Name
Sterling, City of
Contract Type
Loan
Loan Projects - Doc Type
Feasibility Study
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The Pawnee Creek/South Platte River confluence is located approximately 4 miles <br /> southwest of the City of Sterling along U.S. Highway 6 (HWY 6) and the Union Pacific <br /> Railroad (UPRR). During large storm events, stormwater overtops the banks of Pawnee <br /> Creek and flows into the City. These overflows are estimated to be 5,000 cfs during the <br /> 100-year storm. This study focuses primarily on the reach along Pawnee Creek from its <br /> confluence with the South Platte River upstream to County Road 29 (CR. 29), a distance <br /> of about 7.5 miles. The Vicinity Map (Figure 2)presents the lower portion of the Pawnee <br /> Creek Basin with respect to the City of Sterling. The Pawnee Creek Basin Map (Figure <br /> 3) shows the overall Pawnee Creek Drainage Basin, along with a tabulation of pertinent <br /> basin characteristics. <br /> Previous Reports <br /> Several studies have been completed to investigate the existing flooding conditions in the <br /> City of Sterling and surrounding Logan County. Some of these studies address <br /> alternatives for mitigation to the flooding problems. The City of Sterling is subject to <br /> flooding from four major sources which include the South Platte River, Pawnee Creek, <br /> Sand Creek, and the Pioneer Drainage Ditch. One recent study, "City of Sterling <br /> Drainage and Flood Control Implementation Plan" dated June 1997, by ICON <br /> Engineering, Inc. concluded that addressing the flooding problems associated with the <br /> Pawnee Creek should be given the City's highest priority, and would result in the most <br /> feasible and economical plan of improvements for the area. As a result of flooding <br /> events that occurred in 1997 and discussed in detail within this report, the City and <br /> County have determined that resolution of the Pawnee Creek drainage problems must be <br /> appropriately implemented. The following reports were reviewed as a part of this study: <br /> Reference Reports: <br /> 1. Flood Hazard Mitigation Reconnaissance Study Pawnee Creek Basin, by ICON <br /> Engineering, Inc. dated August 2000. <br /> 2. City of Sterling Drainage And Flood Control Implementation Plan, by ICON <br /> Engineering, Inc. dated June 1997. <br /> 3. Pawnee Creek - Logan County, Colorado: Flood of July 1997, (Draft) by Colorado <br /> Water Conservation Board, dated October 1997. <br /> 4. Flood Plain Information and Drainage Plan for Sand Creek and the Pawnee Creek <br /> Overflow at Sterling, Colorado by Charles F. Leaf and Resource Consultants, Inc., <br /> dated May 1983. <br /> 5. Sand Creek Watershed, Sterling, Colorado by the U.S.D.A. Soil Conservation <br /> Service, dated August 1984. <br /> 7 <br />
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