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<br />FLOODING SOURCE FLOODWAY BASE FLOOD <br /> WATER SURFACEELEVATION <br /> SECTION MEAN REGULATORY WITHOUT I WITH INCREASE <br />CROSS SECTION DISTANCE! WIDTH AREA VElOCITY FlOOOWAY HaaDWAY <br />(fEET) (SQUARE (fEET PER <br /> fEET) UCONDI (HET NGvD) <br />Cherry Creek <br />Spillway Drain <br />A 1,775 323 306 10,4 5,521.7 5,521.7 5,521.7 0.0 <br />B 3,140 164 1,030 2.4 5,558.7 5,558.7 5,558.8 0.1 <br />C 3,780 175 322 7.1 5,572.5 5,572.5 5,572.5 0.0 <br />D 4,030 68 180 9.3 5,588.9 5,588,9 5,588,9 0.0 <br />I! 5,632 149 341 4.6 5,612.1 5,612.1 5,612.1 0.0 <br /> <br />lFeet Above ConfLuence With West Toll Gate Creek <br /> <br />T <br />A <br />B <br />1 <br />E <br />2 <br /> <br />FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> <br />FLOODWAY DATA <br /> <br />CITY OF AURORA, CO <br />(ADAMS. ARAPAHOE, AND DOUGLAS COUNTIES) <br /> <br />CHERRY CREEK SPILLWAY DRAIN <br />