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<br /> Table 2 - Summary of Discharges (Continued) <br /> Peak Discharges (cfs) <br /> I lage j 10-Percent 2-Percent 1-Percent O.2-Percent <br />Floodina Source and Location j are M Annual Chance Annual Chance Annual Chance Annual Chance <br />Cedar Creek <br />At Confluence with Big Thompson River 19.75 2,460 6,530 9,400 20,000 <br />Coal Creek <br />At Town of Wellington 10.6 230 600 830 1,300 <br />Cooper Slough 1 1 <br />At Prospect Road - - 69 156 265 - - <br />At Lake Canal 1 67 200 200 1 <br /> - - - - <br />Downstream of State Highway 14 1 45 200 200 1 <br /> - - - - <br />Upstream of State Highway 14 1 45 934 2,511 1 <br /> - - - - <br />At C&S Railroad 1 19 942 2,522 1 <br /> - - - - <br />At Vine Drive 1 44 754 2,096 1 <br /> - - - - <br />Cooper Slough Overflow <br />Downstream of State Highway 14 --1 0 735 2,312 1 <br /> - - <br />Dark Gulch <br />At Confluence with Big Thompson River 1.10 560 950 1,250 1,850 <br />Devils Gulch <br />At Confluence with West Creek 0.91 540 900 1,200 1,800 <br />Dickson Gulch <br />At Confluence with Big Thompson River 2.10 970 1,600 1,900 2,650 <br />Dry Creek - BTR <br />At Confluence with Big Thompson River 33.0 3,020 7,465 10,090 17,135 <br />Dry Creek (North of Canal) <br />At Confluence with Larimer and Weld Canal 58.6 221 721 1,098 1 <br /> - <br />Dry Creek (South of Canal) <br />At Confluence with Cache La Poudre River 63.3 381 805 1.195 <br />Not Determined <br /> <br />