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<br />. <br /> <br /> Table 1. Summary of Discbarges (Cont'd) <br /> Drainage Area Peak Discbarges (cfs) <br /> FloodinR Source and Location (Square Miles) 10-Year 50-Year 100-Year 500-Year <br /> Dry Creek 4001 1,1801 1,9501 3,3001 <br /> At Moutb 65.0 <br /> At U.S. Higbway 287 60.0 720 1,900 2,900 6,000 <br /> Bo"elder Creek <br /> Upstream of Windsor Ditcb 10.84 470 850 1,080 1,530 <br /> Upstream of Interstate Higbway 25 (1-25 ) <br /> Near Wellington 13.86 480 920 1,170 1,690 <br /> Downstream of 1-25 Near Wellington ~~~46 900 1,670 2,1403 3,100 <br /> At County Road 50 (CR-50) (Willo" Lane) 1503 1503 150 1503 <br /> Downstream of Convergence of 2 <br /> Overflow Cbanne1 -- 367 738 1,026 1,644 <br />... Bo"elder Creek Overflow Channel <br />.... At CR-50 (Wi110" Lane) 2 695 1,930 2,9904 5,0904 <br /> -- <br /> Soutb of Vine Drive 2 5214 1,1084 <br /> -- 1,568 2,568 <br /> Upstream of Convergence witb 2 1605 4555 6875 1,1775 <br /> Bo"elder Creek -- <br /> Pall River <br /> At Estes Park Corporate Limits 37.3 450 610 680 830 <br /> Fisb Creek <br /> At Estes Park Corporate Limits 13.4 105 208 400 840 <br /> Black Canyon Creek <br /> At Estes Park Corporate Limits 9.3 120 190 210 290 <br /> <br />IDiscbarges reflect flow losses to tbe Cacbe La Poudre River <br />2Not determined <br />3Diacbarge reduced due to loss to overflow cbannel <br />4Discbarge reduced due to loss to 1-25 <br />5Discbarge reduced due to loss to Bo"e1der Creek <br />