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<br />page 5 <br /> <br />Development <br /> <br />Development on the flood plain in the Gt,udy area iEI primarily <br />associated with the city of Sterling. Residential, industrial, and <br />commercial developmont is common along the left bank flc'od plain of <br /> <br /> <br />the South Platte River in the Sterling area. The right bank flood plain <br /> <br /> <br />of the South Platte River is relatively undeveloped except for a small <br /> <br /> <br />portion in the immediate vicinity of U.S. Highway 6. <br /> <br />Factors Affecting Floodin~ <br />Obstructions to flood flows--There are two crossings over the <br /> <br />South Platte River flood plain as described in this report. These are <br /> <br />the Burlington Northern Railroad and U.S. Highway 6. Both of these <br />create flood flow obstructions. <br />The Pawnee Creek flood palin in the Sterling area is crossed by <br />U.S. Highway 6 and the combined Union Pacific Railroad and Burlington <br />Northern Railroad. The embankment associated with these roadways is <br /> <br />of sufficient height to create flood flow obstructions. During periods <br /> <br />of high stage on Pawnee Creek, flood waters can excape the Pawnee Creek <br /> <br />Valley to flow overland toward the South Platte River. However, these <br /> <br />flood waters are intercepted by the highway and the railroad embankments <br /> <br />redirecting the flood waters toward Sterling. <br /> <br />Gagin~ Data and Yearly Peak Dischar~es <br /> <br />Table 1 shows South Platte River stream gaging data, and Tables 2, 3, <br /> <br />and 4 indicate yearly peak discharges experienced on the South Platte <br /> <br /> <br />River at the three stream gaging stations operated in the past by the <br /> <br /> <br />United States Geological Survey described in Table 1. No accounts of <br /> <br /> <br />annual peak discharges on Pawnee Creek are presented since pertinent <br /> <br />stream gaging data was unavailable. <br />