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<br /> Table 3. Floodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Veloci ty 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 /> Castle Creek
<br /> A 180 60 266 4.9 7,749.0 7,749.0 7,750.0 1.0
<br /> B 605 60 147 8.8 7,756.9 7,756.9 7,757.0 0.1
<br /> C 1,165 60 164 7.9 7,771.3 7,771.3 7,771.3 0.0
<br /> D 1,735 45 155 8.4 7,783.9 7,783.9 7,783.9 0.0
<br /> E 2,230 55 159 8.,2 7,794.2 7,794.2 7,795.2 1.0
<br /> F 2,690 49 160 8.1 7,806.2 7,806.2 7,806.2 0.0
<br /> G 3,130 55 158 8.3 7,813.5 7,813.5 7,813.5 0.0
<br /> H 3,725 30 117 11.1 7,829.0 7,829.0 7,829.0 0.0
<br /> I 3,760 33 114 11.4 7,829.1 7,829.1 7,829.1 0.0
<br />I-' J 4,070 30 116 11.2 7,837.6 7,837.6 7,837.6 0.0
<br />'"
<br /> K 4,625 40 139 9.3 7,848.9 7,848.9 7,849.2 0.3
<br /> L 5,129 42 130 10.0 7,861.4 7,861.4 7,861.4 0.0
<br /> M 5,755 44 132 9.9 7,880.2 7,880.2 7,880.2 0.0
<br /> N 6,265 39 142 9.2 7,893.4 7,893.4 7,893.8 0.4
<br /> 0 6,840 32 119 11.0 7,918.2 7,918.2 7,9:1.8.2 0.0
<br /> p 7,385 45 132 9.8 7,941.2 7,941.2 7,941.2 0.0
<br /> Q 7,920 50 137 9.5 7,962.9 7,962.9 7,962.9 0.0
<br /> R 8,325 50 138 9.4 7,972.9 7,972.9 7,072.9 0.0
<br /> S 8,970 55 147 8.8 7,988.8 7,988.8 7,988.8 0.0
<br /> T 9,390 60 155 8.4 7,997.5 7,997.5 7,998.0 0.5
<br />1
<br /> Feet Above Mouth
<br />
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