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<br />Table 2 Summary of Discharges (Cont'd <br /> Drainage Area Peak Discharges (cfs) <br />Floodin Source and Location (Square Miles) 10-Year 50-Year 100-Year 500-Year <br />Sand Creek <br />At Confluence With South Platte River 196.00 11,000 24,200 30,500 36,200 <br />At Quebec Street 189.00 10,500 23,300 30,000 33,000 <br />South Fork Grange Hall Creek <br />At Mouth 1.7 639 797 856 1,100 <br />South Platte River1 <br />At Confluence With Todd Creek 5,026.0 12,000 24,500 34,000 58,000 <br />At Confluence With Clear Creek 4,572.0 13,000 28,000 37,000 66,000 <br />Tanglewood Creek <br />At Confluence With Big Dry Creek 1.12 340 758 934 1,655 <br />At Upstream Study Limit 0.11 105 217 253 424 <br />Tributary M of Niver Creek <br />At Pecos Street 0.92 490 2 1,050 2 <br />-- -- <br />At Bryant Drive 0.49 450 2 925 2 <br />-- -- <br />At Upstream Limit of Study Near Elm 2 2 <br />Circle 0.18 88 -- 200 -- <br />Quail Creek <br />At approximately 1,200 feet downstream 0.9 2 2 900 2 <br />-- -- -- <br />of Sheridan Parkway <br />/ REVISED TO ~ <br /> --.. <br /> -.. <br /> . . <br />REVISED DATA REFLECT LOMR <br />lAssuming Chatfield and Cherry Creek Dam Gates Closed when Flow at Gage Reached 5.000 cfJ)"irE[! APR 0 9 2002 <br />20ata Not Available <br /> <br />N <br />\0 <br />