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<br />.. ,""I <br /> <br />Table 3, Summary of Discharges (Cont'd) <br /> <br />Flamlin!: Source and Location <br /> <br />Drainage Area <br />(Square Miles) <br /> <br />Peak Discharges (Cubic Feet Per Second) <br />IO-Year SO-Year 1000Year 500-Year <br /> <br />Sand Creek East Fork Subtributary <br />At confluence with Sand Creek East Fork <br /> <br />5.92 <br /> <br />610 <br /> <br />Sand Creek West Fork <br />At confluence with Sand Creekl <br />Above Platte Avenue <br /> <br />5.17 <br />_2 <br /> <br />3,459 <br />3,510 <br /> <br />Security Creek <br />Upstream of confluence with Windmill Gulch <br /> <br />3,7 <br /> <br />2,700 <br /> <br />South Shooks Run <br />At confluence with Fountain Creek <br /> <br />7.82 <br /> <br />1.480 <br /> <br />1,970 <br /> <br />4,727 <br />5,490 <br /> <br />5,162 <br />6,810 <br /> <br />4,300 <br /> <br />5,400 <br /> <br />w <br />o <br /> <br />South Valley Dry Creek <br />Above confluence with Dry Creek <br /> <br />2,640 4,230 5.570 <br />R~:JSED DATA ~ ]9] <br /> <br />0.15 <br /> <br />Spring Creek <br />At confluence with Fountain Creek <br /> <br />6.7 <br /> <br />960 <br /> <br />Spring Run <br />At Interstate 25 <br /> <br />3.63 <br /> <br />890 <br /> <br />Sutherland Creek <br />At confluence with Fountain Creek <br /> <br />5.09 <br /> <br />1,810 <br /> <br />Templeton Gap FJoodway <br />At Academy Boulevard <br />Approximately 2,300 feet above Academy <br />Boulevard <br /> <br />2.49 <br /> <br />2,820 <br /> <br />2.14 <br /> <br />2,440 <br /> <br />'Discharges are reduced because of losses al Plane Avenue <br />'Dala nOI availab]e <br /> <br />3,800 <br /> <br />5,542 <br />9,600 <br /> <br />10,100 <br /> <br />8,000 <br /> <br />1,790 <br /> <br />2,340 <br /> <br />1,350 <br /> <br />1.660 <br /> <br />3,400 <br /> <br />4,700 <br /> <br />4,180 <br />3,610 <br /> <br />5,040 <br />4,340 <br /> <br />REYISED TO <br />REFlf'roT l~!,;J~R <br />Ii" ~ _ ~ ~ . ~". <br />am%!) i v ~~~ <br />DATED JUl 0 11999 <br /> <br />--' I <br /> <br />4,340 <br /> <br />2.340 <br /> <br />7,500 <br /> <br />6,800 <br />5,850 <br />