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<br /> Table 2. Floodway Oata
<br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Wi thout With
<br /> width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distance! (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Sable Di tch
<br /> A 400 35 124 7.7 5,342.8 5,342.8 5,342.8 0.0
<br /> B 1,120 90 261 4.9 5,346.5 5,346,5 5,346.7 0.2
<br /> C 2,080 93 216 6.0 5,354.4 5,354.4 5,354.4 0.0
<br /> D 2,685 III 808 2,9 5,370.6 5,370.6 5,370.6 0.0
<br /> E 3,005 32 127 10.6 5,372.1 5,372.1 5,372.1 0.0
<br /> F 3,520 32 189 7.0 5,375.4 5,375.4 5,375,4 0.0
<br /> G 4,010 29 117 11. 4 5,375.8 5,375.8 5,375.9 0.1
<br /> H 4,585 28 113 11. 4 5,384.1 5,384.1 5,384,1 0,0
<br /> I 5,400 32 197 6,4 5,391.2 5,391.2 5,391.2 0.0
<br />\.n J 5,870 29 117 10.8 5,392.9 5,393.5 5,393.5 0.0
<br />\.n 6,410 70 91 6,5 5,403.9 5,403.9 5,404.4 0.5
<br /> K
<br /> L 7,120 30 128 9.6 5,406.8 5,406.8 5,406.8 0.0
<br /> M 7,485 30 128 9.3 5,408.7 5,408.7 5,409.5 0.8
<br /> N 8,865 30 155 7.4 5,416.8 5,416.8 5,416.8 0.0
<br /> 0 9,505 28 113 10.2 5,418.9 5,418.9 5,419.3 0.4
<br /> P 9,810 28 112 10.3 5,420.1 5,420.1 5,420.1 0.0
<br /> Sable Ditch
<br /> Overflow
<br /> A 700 88 444 3.8 5,342.2 5,342.2 5,342.6 0.4
<br /> B 1,998 140 318 4.6 5,346.0 5,346.0 5,346.0 0.0
<br /> IFrorn Confluence with Toll Gate Creek
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