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<br /> ~ <br /> Table 2. Floodway Data <br />FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION <br /> Mean <br /> Velocity Without With . <br /> Width Section (Feet per Regulatory Floodway Floodway Increase <br />Cross Section Distance1 (feet) Area Second) (Feet) (Feet) (Feet) (Feet) <br />Cherry Creek <br />(Cont'd) <br />AA 96,825 960 8/700 8.9 5,699.8 5,699.8 5,700.7 0.9 <br />AS 97,375 867 6/502 11.7 5,700.6 5,700.6 5,701.5 0.9 <br />AC 97,925 805 6,783 10.0 5,703.0 5,703.0 5,703.3 0.3 <br />AD 99,525 950 6,469 11.7 5,708.0 5,708.0 5,708.5 0.5 <br />AE 100,325 769 6,518 9.6 5/710.3 5,710.3 5,710.9 0.6 <br /> <br /> <br />REVISED DATA <br /> <br />lFeet Above Confluence With South Platte River <br /> <br />REVISED TO <br />REFLECT LOMR <br />DATED OCT 1 2 1999 <br />