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<br /> Table 3. Floodway Da1:<l <br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION <br /> Mean <br /> Velocity Without With <br /> 1 Width Section Area (Feet per Regulatory Fl00dway Fl00dway Increase <br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet) <br /> Coal Creek <br /> A 200 46 175 7.7 7,168.2 7,168.2 7,168.2 0.0 <br /> B 280 71 285 4.7 7,169.1 7,169.1 7,169.1 0.0 <br /> C 380 36 125 10.8 7,172.0 7,172.0 7,172.0 0.0 <br /> D 600 52 149 9.1 7,176.1 7,176.1 7,176.1 0.0 <br /> E 1,350 85 187 7.2 7,192.5 7,192.5 7,192.5 0.0 <br /> F 2,120 35 141 9.6 7,211.3 7,211.3 7,211. 7 0.4 <br /> G 2,620 86 202 6.7 7,225.2 7,225.2 7,225.6 0.4 <br /> H 3,490 78 175 7.7 7,244.8 7,244.8 7,245.3 0.5 <br /> I 4,170 47 138 9.8 7,265.7 7,265.7 7,265.7 0.0 <br />'" J 4,,670 86 169 8.0 ?,28l,,() 7,281.0 .7 1,2.111. 4 0.4 <br />p <br /> K 5,050 57 161 8.4 7,293.4 7,293.4 7,293.6 0.2 <br /> <br />~eet Above Confluence With Crystal River <br />