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<br /> Table 2, Floodway Data <br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION <br /> Mean <br /> Velocity without With <br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase <br />Cross Section Distance! (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet) <br />Cherry Creek <br />(Cont'd) <br /> AA 96,825 860 7,307 6.1 5,699.4 5,699.4 5,700.0 0,6 <br /> AB 97,375 932 6,020 7,4 5,701.4 5,701.4 5,701.9 0,5 <br /> AC 97,925 805 6,938 6.4 5,703.2 5,703.2 5,704.1 0,9 <br /> AD 99,525 950 7,361 6.0 5,707.6 5,707.6 5,708.4 0.8 <br /> AE 100,325 769 6,775 6.5 5,709.3 5,709.3 5,710.1 0.8 <br /> <br />W <br />tv <br /> <br />lIn Feet Above Confluence With South Platte River <br />