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<br />(Cont'd) <br /> <br />Summary of Discharges <br /> <br />1 <br /> <br />Table <br /> <br />~..-",,<,;~,......,;:,'._~!,~;.::>:'i <br /> <br />~~~'iiIil-~,...., <br /> <br />Peak Discharges (cfs) <br />50-Year 100-Year <br /> <br />Drainage Area <br />SQuare Miles <br /> <br />500-Year <br /> <br />3,300i <br />6.000 <br /> <br />1,9501 <br />2.900 <br /> <br />1801 <br />900 <br /> <br />1 <br />1 <br /> <br />10-Year <br /> <br />4001 <br />720 <br /> <br />65.0 <br />60.0 <br /> <br />Source and Location <br /> <br />Floodin <br /> <br />Dry Creek <br />At Mouth <br />At u.S. <br /> <br />1,530 <br /> <br />690 <br />100 <br />1503 <br /> <br />1 <br />3 <br /> <br />1,080 <br /> <br />170 <br />140 <br />1503 <br /> <br />, <br />, <br /> <br />1 <br />2 <br /> <br />850 <br /> <br />920 <br />1,670 <br />1503 <br /> <br />470 <br /> <br />480 <br />900 <br />1503 <br /> <br />367 <br /> <br />10.84 <br /> <br />13.86 <br />24.46 <br />2 <br /> <br />2 <br /> <br />Highway 287 <br /> <br />Boxelder.Creek <br />Upstream of Windsor Ditch <br />Upstream of Interstate Highway 25 (1-25) <br />Near Wellington <br />Downstream of 1-25 Near Wellington <br />At County Road 50 (CR~50) (Willox Lane) <br />Downstream of Convergence of <br />Overflow Channel <br /> <br />1,644 <br /> <br />090 <br />5684 <br /> <br />5 <br />2 <br /> <br />1,026 <br /> <br />2,990 <br />1.5684 <br /> <br />738 <br /> <br />930 <br />1084 <br /> <br />1 <br />1 <br /> <br />695 <br />5214 <br /> <br />- <br />255 <br /> <br />2 <br />2 <br /> <br />Boxelder Creek Overflow Channel <br />At CR-50 (willox Lane) <br />South of Vine Drive <br />Upstream of Convergence with <br />Boxelder Creek <br /> <br />...... <br />--.J <br /> <br />, <br />, <br /> <br />5605 <br /> <br />2755 <br /> <br />1555 <br /> <br /> <br />REVISED DATA <br /> <br />Fall River <br />At Estes Park Corporate Limits <br /> <br />830 <br /> <br />680 <br /> <br />610 <br /> <br />450 <br /> <br />37.3 <br /> <br />Fish Creek <br />At Estes Park Corporate Limits <br /> <br />840 <br /> <br />400 <br /> <br />208 <br /> <br />105 <br /> <br />13.4 <br /> <br />Black Canyon Creek <br />At Estes Park Corporate Limits <br /> <br />290 <br /> <br />REVISED TO <br />iU'''\1''''!1 r(I LOMR <br />n,ttli: . . <br />DATED APR 1"0 2002 <br /> <br />210 <br /> <br />190 <br /> <br />120 <br /> <br />9.3 <br /> <br />the Cache La Poudre River <br /> <br />loss to overflow channel <br />loss to 1-25 <br />loss to Boxelder Creek <br /> <br />losses to <br /> <br />1Discharges reflect flow <br />2Not determined <br />3Discharge reduced due to <br />4Discharge reduced due to <br />5Discharge reduced due to <br />