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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Table ~ COMPARISON OF lOa-YEAR FLOWS ~ COLORADO SPRINGS <br /> <br />DRAINAGE AREA <br /> <br />laO-YEAR PEAK DISCHARGES ~ <br /> <br />FLOODING SOURCE AND LOCATION ll.<!uare miles) <br /> <br />SOUTH SHOOKS RUN (SHR) <br />At Confluence With <br />Fountain Creek <br /> <br />7.82 <br /> <br />CHEYENNE RUN (CR) <br />At Confluence With <br />Cheyenne Creek <br /> <br />1. 54 <br /> <br />SPRING RUN (SPR) <br />At Interstate 25 <br /> <br />3.69 <br /> <br />FISHERS CANYON (FC) <br />At Confluence With <br />Fountain Creek <br /> <br />5.30 <br /> <br />TEMPLETON GAP (TG) <br />At Academy Boulevard <br /> <br />2.49 <br /> <br />SAND CREEK - WEST FORK (SW) <br />At Confluence With Sand Creek <br /> <br />5.17 <br /> <br />SAND CREEK - MAIN STEM (SM) <br />At CRI&P R. R. (Below <br />Constitution Avenue) <br /> <br />15.00 <br /> <br />SAND CREEK - CENTRAL FORK (SC) 1. 82 <br />At confluence with East Fork <br /> <br />SAND CREEK - EAST FORK TRIBUTARY 5.92 <br />(SET) At Confluence \-lith Sand <br />Creek - East Fork <br /> <br />PINE CREEK (PC) 9.97 <br />At Confluence \-lith <br />Monument Creek <br /> <br />WINDMILL GULCH (WG) 5.43 <br />At Security Boulev,ud <br /> <br />JIMMY CAMP TRIBUTAR~ (JCT) <br />At Confluence \-lith <br />Jimmy Camp Creek <br /> <br />3.93 <br /> <br />CRYSTAL CREEK (CC) <br />At Interstate 25 <br /> <br />0.65 <br /> <br />DIRTY \-IOMAN (DW) <br />At Interstate 25 <br /> <br />4.17 <br /> <br />6,390 <br /> <br /> <br />2l,HR AMCn 2HR AMCI n <br /> <br />5.570 <br /> <br />1. 520 <br /> <br />1.660 <br /> <br />2.910 <br /> <br />5.040 <br /> <br />6.810 <br /> <br />7.880 <br /> <br />1.610 <br /> <br />800 <br /> <br />2.060 <br /> <br />1,100 <br /> <br />1,790 <br /> <br />430 <br /> <br />1,610 <br /> <br />NOTE: Underlined numbers represent recommended values. <br /> <br />7 <br /> <br />1,760 <br /> <br />1,700 <br /> <br />3,080 <br /> <br />5,200 <br /> <br />7,280 <br /> <br />8,970 <br /> <br />1,840 <br /> <br />L!11Q <br /> <br />3,680 <br /> <br />1. 460 <br /> <br />1..llli! <br /> <br />620 <br /> <br />2. Si,O <br /> <br />RE:SOURCE: CONSULT~NTS INC <br />