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<br />. <br /> <br />. <br /> <br />. <br /> <br />TABLE 2 (Coot.) <br /> <br /> Recurrence Drainage CWCR Corps of Existing <br /> Interval Area Revised Engineers FIS <br />Stream and Location (Years) (SQ. mi.) Flow (cfs) Flow (cfs) Flow (cfs) <br />West Fork Clear Creek at u/s corporate limit of Empire 10 41.3 680 N/A 510 <br />(Approx. 1,000' uls of Lion Creek confluence) 50 870 N/A 700 <br /> 100 950 N/A 780 <br /> 500 1130 N/A 940 <br />West Fork Clear Creek at dls corporate limit of Empire 10 55.3 810 N/A N/A <br />(Approx. 600' d/s of Bard Creek confluence) 50 1060 N/A N/A <br /> 100 1160 N/A N/A <br /> 500 1380 N/A N/A <br />Clear Creek near Lawson 10 144,9 1560 1700 N/A <br /> 50 2050 2300 N/A <br /> 100 2270 2600 N/A <br /> 500 2730 3900 N/A <br />Fall River at confluence with Clear Creek 10 23.4 420 N/A N/A <br /> 50 550 N/A N/A <br /> 100 600 N/A N/A <br /> 500 720 N/A N/A <br />Chicago Creek just uls of confluence with Spring Gulch 10 46.1 650 N/A N/A <br /> 50 870 N/A N/A <br /> 100 960 N/A N/A <br /> 500 1150 N/A N/A <br />Chicago Creek at confluence with Clear Creek (Idaho 10 48,0 680 N/A 450 <br />Springs) 50 890 N/A 680 <br /> 100 990 N/A 770 <br /> 500 1190 N/A 1000 <br />