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<br /> Table 3. F100dway Data <br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION <br /> Mean <br /> velocity Wi thout With <br /> 1 Width Section Area (Feet per Regulatory F100dway F100dway Increase <br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet) <br /> Hunter Creek <br /> A 150 32 141 12.1 7,825.7 7,825.7 7,825.7 0.0 <br /> B 205 27 135 12.6 7,826.9 7,826.9 7,826.9 0.0 <br /> C 230 27 134 12.7 7,827.6 7,827.6 7,827.6 0.0 <br /> D 295 35 190 9.0 7,829.5 7,829.5 7,829.8 0.3 <br /> E 485 40 169 10.1 7,833.4 7,833.4 7,833.6 0.2 <br /> F 605 39 151 11.3 7,836.1 7,836.1 7,836.1 0.0 <br /> G 665 48 132 12.9 7,836.2 7,836.2 7,836.2 0.0 <br /> H 880 25 130 13.0 7,841.8 7,841.8 7,842.0 0.2 <br /> I 1,115 161 279 6.1 7,849.8 7,849.8 7,849.9 0.1 <br />'" J 1,405 61 176 9.7 7,859.3 7,859.3 7,859.3 0.0 <br />00"'" K 1~-535 .46 185 9;2 -7;865.3 7,865;) 7,865,7 i)-,4. <br /> <br />~eet Above COnfluence With Roaring Fork River <br />