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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Wi thou t With
<br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distancel (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet~
<br /> Piney Creek
<br /> A 780 500 1,065 9.2 5,627.5 5,627.5 5,627.5 0,0
<br /> B 1,590 200 706 13.9 5,634.0 5,634.0 5,634.0 0,0
<br /> C 2,090 120 996 9.8 5,637.5 5,637.5 5,637.8 0,3
<br /> D 2,570 llO 915 10.7 5,639.5 5,639.5 5,639.7 0.2
<br /> E 2,625 llO 902 10.9 5,639.8 5,639.8 5,640,0 0.2
<br /> F 3,115 200 785 12.5 5,642.0 5,642.0 5,642.1 0,1
<br /> G 4,265 120 1,697 5.8 5,648.1 5,648.1 5,648.1 0,0
<br /> H 4,615 170 1,404 7.0 5,648.8 5,648.8 5,648,8 0,0
<br /> I 4,925 190 1,190 8.2 5,649.8 5,649.8 5,649,8 0,0
<br />Ln J 5,525 200 1,050 9.0 5,653.6 5,653.6 5,653.6 0.0
<br />N K 6,225 180 886 10.7 5,659,8 5,659,8 5,660.0 0.2
<br /> L 6,875 220 1,252 7.6 5,664.2 5,664.2 5,664.2 0.0
<br /> ")(-' '7;1375'- 2211 6'73 14.1 5,670,1 5'j-671h..1 5j670,1 -{J,{J
<br /> N 8,225 340 1,370 6.9 5,676.1 5,676.1 5,676.1 0.0
<br /> 0 8,925 240 1,082 8.8 5,680.3 5,680.3 5,680.3 0.0
<br /> p 9,375 230 942 10.1 5,685.2 5,685,2 5,685.2 0.0
<br /> Q 9,875 200 1,237 7.5 5,690.8 5,690.8 5,691.0 0.2
<br /> R 10,135 180 954 9.7 5,962.6 5,692,6 5,692.6 0.0
<br /> S 10,935 180 174 7.9 5,696.9 5,696.9 5,696.9 0.0
<br /> T ll,735 180 962 9.6 5,702.0 5,702,0 5,702,0 0.0
<br /> U 12,485 290 2,469 3.8 5,705.3 5,705,3 5,705,3 0.0
<br /> V 12,590 180 1,052 8.8 5,705.6 5,705.6 5,705.7 0.1
<br /> W 13,240 100 1,640 5.6 5,709.8 5,709.8 5,710.0 0.2
<br /> X 14,690 260 1,108 8.4 5,717.1 5,717.1 5,717.1 0.0
<br /> Y 15,320 250 937 9.6 5,722.1 5,722.1 5,722.3 0.2
<br /> Z 15,920 460 1,861 4.8 5,726.3 5,726.3 5,726.4 0.1
<br /> 1Feet Above Confluence With Cherry Creek
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