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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />The Pawnee Creek/South Platte River confluence is located approximately 4 miles southwest of the <br />City of Sterling along U.S. Highway 6 (HWY 6) and the Union Pacific Railroad (UPRR). During <br />large storm events, stormwater overtops the banks of Pawnee Creek and flows into the City. These <br />overflows are estimated to be 5,000 cfs during the lOa-year storm. This study focuses primarily on the <br />reach along Pawnee Creek from its confluence with the South Platte River upstream to County Road <br />29 (CR. 29), a distance of about 7.5 miles. The Vicinity Map (Figure 2) presents the lower portion of <br />the Pawnee Creek Basin with respect to the City of Sterling. The Pawnee Creek Basin Map (Figure 3) <br />shows the overall Pawnee Creek Drainage Basin, along with a tabulation of pertinent basin <br />characteristics. <br /> <br />Previous Reports <br /> <br />Several studies have been completed to investigate the existing flooding conditions in the City of <br />Sterling and surrounding Logan County. Some of these studies address alternatives for mitigation to <br />the flooding problems. The City of Sterling is subject to flooding from four major sources which <br />include the South Platte River, Pawnee Creek, Sand Creek, and the Pioneer Drainage Ditch. One <br />recent study, "City of Sterling Drainage and Flood Control Implementation Plan" dated June 1997, by <br />ICON Engineering, Inc. concluded that addressing the flooding problems associated with the Pawnee <br />Creek should be given the City's highest priority, and would result in the most feasible and economical <br />plan of improvements for the area. As a result of flooding events that occurred in 1997 and discussed <br />in detail within this report, the City and County have determined that resolution of the Pawnee Creek <br />drainage problems must be appropriately implemented. The following reports were reviewed as a part <br />of this study: <br /> <br />Reference Reports: <br /> <br />1. Flood Hazard Mitigation Reconnaissance Study Pawnee Creek Basin, by ICON Engineering, Inc. <br />dated August 2000. <br /> <br />2. City of Sterling Drainage And Flood Control Implementation Plan, by ICON Engineering, Inc. <br />dated June 1997. <br /> <br />3. Pawnee Creek - Logan County, Colorado: Flood of July 1997, (Draft) by Colorado Water <br />Conservation Board, dated October 1997. <br /> <br />4. Flood Plain Information and Drainage Plan for Sand Creek and the Pawnee Creek Overflow at <br />Sterling, Colorado by Charles F. Leaf and Resource Consultants, Inc., dated May 1983. <br /> <br />5. Sand Creek Watershed, Sterling, Colorado by the U.S.D.A. Soil Conservation Service, dated <br />August 1984. <br /> <br />6. Summary Report, Flood Plain Information for Sand Creek and the Pawnee Creek Overflow at <br />Sterling, Colorado by Charles F. Leaf and Resource Consultants, Inc., dated January 1987. <br /> <br />7. Proposed Near-Term Improvements and Operation of Pioneer Drainage Ditch, Sterling, Colorado <br />by Charles F. Leaf and Resource Consultants, Inc., dated July 1988. <br /> <br />6 <br />