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<br />Table 2. FloodwayData
<br />
<br />FLOODING SOURCE
<br />
<br />FLOODWAY
<br />
<br />BASE FLOOD ELEVATION
<br />
<br />Cross Section
<br />Piney Creek
<br />A
<br />B
<br />C
<br />
<br />Distancel
<br />
<br />Width
<br />(Feet)
<br />
<br />Section Area
<br />(Square Feet)
<br />
<br />Mean
<br />Velocity
<br />(Feet per
<br />Second)
<br />
<br />Regulatory
<br />(Feet>
<br />
<br />Without
<br />Floodway
<br />(Feet)
<br />
<br />With
<br />Floodway
<br />( Feet>
<br />
<br />Increase
<br />(Feet)
<br />
<br />'"
<br />N
<br />
<br />D 2,330 95 656 14.9 5,638.4 5,638.4 5,638.4 0.0
<br />E 2,660 132 1,042 9.4 5,643.4 5,643.4 5,643.4 0.0
<br />F 2,875 147 1,043 9.4 5,644.1 5,644.1 5,644.1 0.0
<br />G 3,145 133 1,039 9.4 5,645.1 5,645.1 5,645.1 0.0
<br />H 3,788 213 1,419 6.9 5,647.5 5,647.5 5,647.5 0.0
<br />I 4,253 252 1,062 9.2 5,648.7 5,648.7 5,648.7 0.0
<br />J 4,898 298 1,144 8.6 5,653.4 5,653.4 5,653.4 0.0
<br />K 5,788 183 796 11. 9 5,660.7 5,660.7 5,660.7 0.0
<br />L 6,667 170 1,091 8.7 5,666.8 5,666.8 5,667.1 0.3
<br />M 7,287 110 672 14.1 5,672.9 5,672.9 5,672.9 0.0
<br />N 8,059 230 1,345 7.1 5,678.2 5,678.2 5,678.8 0.6
<br />0 8,769 210 1,186 8.0 5,680.7 5,680.7 5,681. 3 0.6
<br />p 9,364 99 651 14.6 5,686.7 5,686.7 5,687.3 0.6
<br />Q 9,624 89 649 14.6 " 5,690.6 5,690.6 5,691.2 0.6
<br />R 10,055 210 1,180 7.8 5,695.3 5,695.3 5,696.3 1.0
<br />S 10,665 300 1/529 6.1 5,699.2 5,699.2 5,699.2 0.0
<br />T 11,328 190 923 10.0 5,702.7 5,702.7 5,703.0 0.3
<br />U 11,654 323 1,574 5.9 5,705.3 5,705.3 5,705.9 0.6
<br />V 12,020 265 1,383 6.7 5,706.0 5,706.0 5,706.7 0.7
<br />W 12,196 440 1,283 7.2 5,708.0 5,708.0 5,708.0 0.0
<br />X 13,203 180 807 11.5 5,711. 9 5,711.9 5,711. 9 0.0
<br />y 14,207 230 1,280 7.2 5,719.1 5,719.1 5,719.6 0.5
<br />Z 15,530 180 1,116 8.0 5,727.3 5,727.3 5,727.3 0.0
<br /> \ .
<br />Feet Above Confluence With Cherry Creek REVISED TO
<br /> .!l. ,
<br />
<br />780
<br />1,590
<br />2,090
<br />
<br />500
<br />200
<br />120
<br />
<br />1,065
<br />706
<br />996
<br />
<br />9.2
<br />13.9
<br />9.8
<br />
<br />5,627.5
<br />51634.0
<br />5,637.5
<br />
<br />5,627.5
<br />5,634.0
<br />5,637 5
<br />
<br />5,627.5
<br />5,634.0
<br />5,637.8
<br />
<br />0.0
<br />0.0
<br />o 3
<br />
<br />1
<br />
<br />REVISED DATA
<br />
<br />REFLECT lOI~R
<br />DATED JAN 06 2000
<br />
<br />~o.;, ,
<br />~,:,";/",-
<br />
<br />,;.~
<br />
<br />Table 2. Floodway Data
<br />
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