|
<br /> Table 2. Floodway Data
<br />FLOODING SOURCE FLOODWAY BASE FLOOD ELEV AnON
<br /> Without With
<br /> Mean Velocity Regulatory Floodway Floodway Increase
<br /> Width Sectiou Area (Feet Per
<br />Cross Sectiou Distance1 ~ (Square Feet) Secoud) ~ ~ ~ ~
<br />Big Dry Creek
<br />A 1,253 165 1,073 8.3 5,314.6 5,314.6 5,315.5 0.9
<br />B 1,551 48 488 18.2 5,318.2 5,318.2 5,318.2 0.0
<br />C 2,066 150 1,934 4.6 5,329.4 5,329.4 5,329.4 0.0
<br />D 2,446 150 1,380 6.4 5,329.5 5,329.5 5,329.5 0.0
<br />E 3,839 82 694 12.8 5,334.1 5,334.1 5,334.5 0.4
<br />F 6,273 141 1,743 5.1 5,354.4 5,354.4 5,354.4 0.0
<br />G 7,827 131 1,107 8.0 5,362.7 5,362.7 5,362.8 0.1
<br />H 8,180 144 789 11.3 5,365.6 5,365.6 5,365.6 0.0
<br />1 9,024 41 511 17.4 5,371.3 5,371.3 5,372.1 0.8
<br />J 9,518 88 1,336 6.7 5,379.2 5,379.2 5,379.2 0.0
<br />K 9,999 111 1,266 7.0 5,379.7 5,379.7 5,379.7 0.0
<br />L 11,079 62 531 16.8 5,387.2 5,387.2 5,387.2 0.0
<br />M 13,205 157 1,076 8.1 5,407.5 5,407.5 5,407.5 0.0
<br />N 13,756 405 2,157 4.0 5,408.0 5,408.0 5,409.0 1.0
<br />0 14,190 80 564 15.4 5,411.1 5,411.1 5,411.1 0.0
<br />P 14,513 225 793 11.0 5,415.7 5,415.7 5,415.7 0.0
<br />Q 15,055 55 692 12.4 5,419.7 5,419.7 5,419.7 0.0
<br />R 15,444 74 849 10.1 5,420.9 5,420.9 5,421.3 0.4
<br />S 16,379 91 711 12.1 5,424.9 5,424.9 5,425.2 0.3
<br />T 17,298 158 1,103 7.8 5,430.8 5,430.8 5,431.8 1.0
<br />U 18,703 89 663 12.8 5,441.8 5,441.8 5,441.8 0.0
<br />V 19,079 309 1,354 6.1 5,446.3 5,446.3 5,447.1 0.8
<br />W 20,423 78 734 11.0 5,454.6 5,454.6 5,454.6 0.0
<br />X 21,435 108 905 8.9 5,461.7 5,461.7 5,462.4 0.7
<br />Y 22,495 182 1,227 6.6 5,470.4 5,470.4 5,471.4 1.0
<br />Z 23,746 137 685 11.8 5,477.8 5,477.8 5,478.1 0.3
<br />'Feet Above Coufluence With South Platte River REVISED TO
<br /> REFLECT lOil@R
<br /> i ~~:y Ii
<br /> DATED JUN"29 2008
<br />
|