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<br /> Table 2. Floodway Data <br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION <br /> Mean <br /> Veloci ty Withou t With <br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase <br />Cross Section Distance1 (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feer\ <br />Cherry Creek <br />Spillway Drain <br />A 1,950 270 363 7.2 5,531.1 5,531.1 5,531.1 0.0 <br />B 2,730 164 1,030 2.4 5,558.7 5,558.7 5,558.8 0.1 <br />C 3,380 175 322 7.1 5,572.5 5,572.5 5,572.5 0.0 <br />D 3,630 68 180 9.3 5,588.9 5,588.9 5,588.9 0,0 <br />E 5,232 149 341 4.6 5,612.1 5,612.1 5,612.1 0,0 <br /> <br />w <br />w <br /> <br />IFeet Above Confluence With West Toll Gate Creek <br />