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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distance1 (Feet) (Square Feet) Second) { Fee tl (Feet) ( Fee tl (Feet)
<br /> Westerly Creek
<br /> A 7,000 1,670 7,146 0.3 5,306,1 5,306.1 5,306.1 0.0
<br /> B 7,470 695 6,800 0.3 5,306.1 5,306.1 5,306.1 0.0
<br /> C 8,750 380 2,014 1.4 5,306.1 5,306.1 5,306,1 0.0
<br /> D 12,340 650 2,480 1.1 5,325.0 5,325.0 5,325.9 0.9
<br /> E 12,850 555 1,079 2.8 5,325.3 5,325.3 5,326.0 0,7
<br /> F 26,220 432 387 5.3 5,433.5 5,433.5 5,433.5 0,0
<br /> G 27,180 377 349 4.7 5,441.5 5,441.5 5,441.6 0.1
<br /> H 27,530 105 191 6.8 5,442.4 5,442.4 5,442.4 0.0
<br /> I 28,230 294 245 4.9 5,459.7 5,459.7 5,459.7 0.0
<br /> J 28,470 150 300 5.5 5,469.0 5,469.0 5,469.0 0.0
<br /> K 31,465 32 152 2.9 5,469.0 5,469.0 5,469.0 0.0
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<br />
<br />1Feet Above Mouth
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