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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Veloci ty Wi thout With
<br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distancel (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Unnamed Creek
<br /> A 1,070 486 955 6.2 5,567.9 5,567.9 5,567.9 0.0
<br /> B 2,490 441 722 8,2 5,578.0 5,578.0 5,578.0 0.0
<br /> C 3,680 598 1,497 3.9 5,583.2 5,583.2 5,583.2 0.0
<br /> D 4,550 288 725 8.2 5,586.1 5,586,1 5,586.1 0,0
<br /> E 4,980 382 989 6,0 5,589.8 5,589.8 5,589,9 0,1
<br /> F 5,560 145 652 9,0 5,592,5 5,592.5 5,592.5 0.0
<br /> G 6,910 506 1,354 4.4 5,599.0 5,599.0 5,599.0 0.0
<br /> H 9,140 486 1,989 2.9 5,606.6 5,606.6 5,606.7 0.1
<br /> I 9,810 229 801 7.2 5,607.2 5,607,2 5,607.5 0.3
<br /> J 11,250 305 2,248 3.1 5,621.3 5,621.3 5,621.3 0.0
<br />a- K 11,750 447 950 6,3 5,621. 3 5,621.3 5,621.3 0.0
<br />..,.
<br />
<br />IFeet Above Confluence With West Toll Gate Creek
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