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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 F100dway Increase <br /> Cross Section Distance1 (Feet) (SQuare Feet) Second) (Feet) (Feet) (Feet) (Feet) <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 /> E 5,632 149 341 4.6 5,612.1 5,612.1 5,612.1 0.0 <br />w <br />w <br /> <br />1Feet Above Confluence With West Toll Gate Creek <br />