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<br />
<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) (Feet)
<br /> Blackmer Gulch
<br /> A 530 166 610 4 5,407.8 5,407,8 5,408.3 0.5
<br /> B 1,080 161 846 1 5,410.5 5,410.5 5,411.5 1.0
<br /> C 1,930 38 117 9 5,418.8 5,418.8 5,419.7 0,9
<br /> D 3,010 30 150 7 5,429.6 5,429,6 5,430.5 0.9
<br /> E 3,153 63 134 8 5,437.0 5,437.0 5,437.6 0,6
<br /> F 4,293 34 111 10 5,446.0 5,446.0 5,446.2 0.2
<br /> G 4,374 50 172 6 5,458.5 5,458.5 5,458.9 0.4
<br /> H 5,714 32 108 10 5,460.0 5,460.0 5,460.2 0.2
<br />N I 6,314 28 68 8 5,464.0 5,464.0 5,464.9 0.9
<br />""
<br /> J 6,720 30 58 9 5,489.0 5,489.0 5,489.9 0.9
<br /> K 8,034 50 86 6 5,502.8 5,502.8 5,503,4 0.6
<br /> L 8,835 33 66 8 5,532.7 5,532.7 5,533.7 1.0
<br /> M 9,850 57 89 6 5,550.5 5,550.5 5,551.2 0.7
<br /> N 11,045 22 58 9 5,585.2 5,585.2 5,585.5 0.3
<br />
<br />1Feet Above Confluence With Greenwood Gulch
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