<br />.
<br />
<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> velocity Without With
<br /> 1 Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Cherry Creek 3612
<br /> U 124,430 3,042 12.6 5,787.1 5,787.1 5,787.5 0.4
<br /> V 125,655 304 2,998 12.7 5,794.4 5,794.4 5,795.0 0.6
<br /> W 126,810 775 7,447 5.1 5,800.4 5,800.4 5,801.2 0.8
<br /> X 127,660 650 4,574 8.2 5,802.6 5,802.6 5,803.1 0.5
<br /> Y 128,750 300 3,070 12.2 5,807.8 5,807.8 5,808.4 0.6
<br /> Z 129,150 469 3,796 9.8 5,810.7 5,810.7 5,811.2 0.5
<br /> AA 130,170 1,045 11,009 3.3 5,816.2 5,816.2 5,817.0 0.8
<br /> AB 131,400 550 3,610 10.2 5,818.0 5,818.0 5,818.5 0.5
<br />>-' AC 132,170 625 5,190 7.0 5,823.1 5,823.1 5,823.8 0.7
<br />w 900/8253
<br /> AD 133,450 7,050 5.1 5,826.3 5,826.3 5,827.0 0.7
<br /> AE 134,310 4712 3,422 10.5 5,829.9 5,829.9 5,830.5 0.6
<br /> 2
<br /> AF 134,780 1,7502 9,078 3.9 5,833.6 5,833.6 5,834.4 0.8
<br /> AG 135,710 1,2502 5,481 6.5 5,835.4 5,835.4 5,835.9 0.5
<br /> AH 136,220 5252 4,171 8.4 5,837.6 5,837.6 5,838.2 0.6
<br /> AI 137,060 979 5,523 6.3 5,841. 6 5,841. 6 5,842.3 0.7
<br /> AJ 137,390 1,231/5253 6,123 5.7 5,843.0 5,843.0 5,843.7 0.7
<br /> AK 138,575 1,464 9,111 3.8 5,846.1 5,846.1 5,846.9 0.8
<br /> AL 139,220 699 3,444 9.9 5,851.2 5,851.2 5,851.2 0.0
<br /> AM 140,145 900/200; 5,772 5.9 5,855.7 5,855.7 5,856.4 0.7
<br /> AN 140,710 692/150 4,459 7.5 5,856.8 5,856.8 5,857.5 0.7
<br /> AO 142,030 6702 4,418 7.6 5,862.0 5,862.0 5,862.7 0.7
<br /> AP 143,245 675/1503 4,665 7.1 5,866.7 5,866.7 5,867.4 0.7
<br /> AQ 144,500 550 3,844 8.6 5,872.0 5,872.0 5,872.4 0.4
<br /> 1
<br /> 2Feet Above Mouth Limits
<br /> 3Floodway Lies Entirely Outside Corporate
<br /> WidthjWidth Within Corporate Limits
<br />
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