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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 ) (Feet) (Feet) (Feet) (Feet)
<br />Sand Creek West
<br />Fork
<br />A 699 63 368 14.0 6,131.2 6,131.2 6,131. 3 0.1
<br />B 1,682 64 374 13.8 6,138.6 6,138.6 6,138.6 0.0
<br />C 2,506 80 401 12.9 6,144.2 6,144.2 6,144.2 0.0
<br />D 2,803 84 635 8.1 6,157.2 6,157.2 6,157.2 0.0
<br />E 3,600 69 458 11.3 6,158.0 6,158.0 6,158.0 0.0
<br />F 4,061 65 401 12.9 6,160.8 6,160.8 6,160.8 0.0
<br />G 4,530 104 512 13.1 6,172.1 6,172.1 6,172.1 0.0
<br />H 5,100 89 481 13.9 6,171.3 6,171.3 6,171.3 0.0
<br />I 5,786 81 567 11.8 6,179.3 6,179.3 6,180.3 1.0
<br />J 6,442 101 725 9.2 6,182.9 6,182.9 6,182.9 0.0
<br />K 6,885 40 303 15.7 6,185.8 6,185.8 6,185.9 0.1
<br />L 7,140 121 570 6.0 6,197.1 6,197.1 6,197.1 0.0
<br />M 7,390 124 513 6.7 6,197.0 6,197.0 6,197.4 0.4
<br />N 7,675 106 445 7.7 6,197.5 6,197.5 6,997.8 0.3
<br />0 8,075 75 342 10.0 6,198.5 6,198.5 6,198.6 0.1
<br />p 8,475 74 368 9.3 6,200.1 6,200.1 6,200.1 0.0
<br />Q 8,875 73 344 8.8 6,201.4 6,201.4 6,201.4 0.0
<br />R 9,305 97 371 11.8 6,212.2 6,212.2 6,212.2 0.0
<br />S 9,600 82 495 8.8 6,212.9 6,212.9 6,213.9 1.0
<br />T 10,000 59 327 13.4 6,214.7 6,214.7 6,214.7 0.0
<br />IFeet Above Confluence Wi th Sand Creek
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