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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 Increast:::
<br /> Cross Section Distance (Feet) (Square Feet) Second} (Feet) (Feet) (Feet ) (Feet)
<br /> Greenwood Gulch
<br /> A 1,1001 181 850 4 5,346.5 5,346.5 5,347.5 1.0
<br /> B 1,4001 100 560 6 5,347.2 5,347,2 5,348.2 1.0
<br /> C 3,3501 70 350 10 5,355,4 5,355.4 5,356.4 1.0
<br /> D 5,9501 237 573 6 5,372.4 5,372.4 5,373.4 1.0
<br /> E 7,2501 279 910 4 5,377.7 5,377.7 5,378.7 1.0
<br /> F 7,9001 70 393 9 5,382,6 5,382.6 5,383.6 1.0
<br /> G 8,0321 225 1,080 3 5,383.7 5,383.7 5,384.7 1.0
<br /> H 8,2251 133 510 7 5,384.3 5,384.3 5,385.3 1.0
<br /> I 11,5751 235 802 4 5,402.0 5,402.0 5,403.0 1.0
<br /> J 14,1201 180 456 4 5,417.6 5,417.6 5,418.6 1.0
<br />.j>. K 15,2951 65 445 4 5,428.8 5,428.8 5,429.7 0.9
<br />N
<br /> L 18,6951 170 450 4 5,450.3 5,450.3 5,451.3 1.0
<br /> M 252 296 463 5.9 5,451.3 5,451. 3 5,451. 8 0.5
<br /> N 6002 301 643 4.3 5,458.4 5,458.4 5,458.9 0.5
<br /> 0 8702 190 494 5.6 5,459.4 5,459.4 5,459.9 0.5
<br /> P 1,4152 69 429 6.4 5,459.4 5,459.4 5,459.9 0.5
<br /> Q 1,5952 262 1,393 2.0 5,466.6 5,466.6 5,466.7 0.1
<br /> R 2,0502 255 796 3.4 5,469.1 5,469.1 5,469.1 0.0
<br /> S 2,1552 370 761 3.6 5,475.2 5,475.2 5,475.2 0.0
<br /> T 2 6"11'\2 158 353 7.8 5,477.1 5,477.1 5,477.1 0.0
<br /> , .u
<br /> U 3,3302 462 1,017 2.7 5,483.5 5,483.5 5,483,7 0.2
<br /> V 4,2602 950 933 2.9 5,487.7 5,487.7 5,487.8 0.1
<br /> W 4,4202 825 1,790 1.5 5,493.0 5,493.0 5,493.0 0.0
<br /> X 5,3652 339 327 504 5,498,4 5,498.4 5,498.5 0.1
<br /> Y 7,3702 170 476 3.7 5,513.4 5,513.4 5,513,7 0.3
<br /> Z 7,7152 320 241 1'.3 5,517.3 5,517.3 5,517.6 0.3
<br />
<br />IFeet Above Confluence With Little Dry Creek
<br />
<br />2Feet Above Corporate Limits of Greenwood Village
<br />
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