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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Veloci ty Without With
<br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distancel ( Feet) (Square Feet) Second) (Feet) (Feet) ( Feet) (Feet)
<br /> Bear Creek
<br /> A 0 980 7,535 1.1 5,266.9 5,266.9 5,266.9 0.0
<br /> B 370 164 690 11.8 5,268.1 5,268.1 5,268.1 0.0
<br /> C 630 140 546 11.3 5,276.9 5,276.9 5,276.9 0.0
<br /> D 822 104 531 11.6 5,278.7 5,278.7 5,278.7 0.0
<br /> E 1,522 75 461 13.3 5,284.6 5,284.6 5,284.7 0.1
<br /> F 2,082 125 529 11.6 5,291.1 5,291.1 5,291.1 0.0
<br /> G 2,777 92 878 7.6 5,295.2 5,295.2 5,295.3 0.1
<br /> H 3,252 222 1,093 7.5 5,296.1 5,296.1 5,296.2 0.1
<br /> I 3,682 89 819 10.0 5,297.0 5,297.0 5,297.0 0.0
<br />N J 3,727 114 760 10.7 5,298.3 5,298.3 5,298.3 0.0
<br />'"
<br /> K 3,937 295 1,736 4.7 5,298.6 5,298.6 5,298.6 0.0
<br /> L 4,492 317 1,565 5.2 5,298.8 5,298.8 5,299.6 0.8
<br /> M 5,152 260 1,330 6.1 5,301. 4 5,301.4 5,301. 6 0.2
<br /> N 5,827 120 794 10.3 5,304.3 5,304.3 5,304.3 0.0
<br /> 0 6,082 56 711 11.5 5,309.0 5,309.0 5,309.0 0.0
<br /> p 6,122 70 829 9.8 5,309.0 5,309.0 5,309.3 0.3
<br /> Q 6,361 200 1,865 4.4 5,310.9 5,310.9 5,311.0 0.1
<br />
<br />1Feet Above Mouth
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