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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 Increase
<br />Cross Section Distancel (Feet) (Square Feet) Second) (Feet) (Feet) (F...,t) (Feet)
<br />Sand Creek 280/1302
<br /> D 2,930 963 10.6 5,829.5 5,829.5 5,829.8 0.3
<br /> E 3,360 440/2102 1,119 9.1 5,834.4 ~,834.4 5,834.4 0.0
<br /> F 3,370 485 1,958 5.2 5,835.1 5,835.1 5,836.1 1.0
<br /> G 4,320 140 770 13.2 5,845.2 5,845.2 5,845.2 0.0
<br /> H < 5,220 170 810 12.5 5,854.9 5,854.9 5,855.0 0.1
<br /> I 6,120 160 1,362 7.5 5,868.5 5,868.5 5,868.5 0.0
<br /> J 6,220 160 815 12.5 5,869.8 5,869.8 5,870.8 1.0
<br /> K 6,965 216 881 11. 5 5,880.7 5,880.7 5,880.7 0.0
<br /> L 8,500 160 800 12;7 5,901.4 5,901.4 5,901.6 0.2
<br /> M 9,615 250 927 11.0 ,5,917.2 5,.917.2 5,917.2 0.0
<br /> N 9,765 250 954 10.7 5 ;9.1L._ 3 5,917.3 5,917.3 0.0
<br /> 0 10,580 300 979 10.4 5,931.7 5,931.7 5,931.7 0.0
<br /> p 11,630 260 935 10.9 5,947.6 5,947.6 5,947.6 0.0
<br /> Q 12,500 264 943 10.8 5,961.2 5,961.2 5,961.2 0.0
<br /> R 13,580 180 833 12.2 5,976.4 5,976.4 5,976.4 0.0
<br /> S 14,770 210 873 11.6 5,993.9 5,993.9 5,993.9 0.0
<br /> T 14,890 210 1,194 8.5 5,994.4 5,994.4 5,995.4 1.0
<br /> U 15,620 170 809 12.6 6,006.4 6,006.4 6,006.4 0.0
<br /> V 16 755 210 873 11 6 6 024.7 6 024.7 0.0
<br /> w 1 ,9 120 579 9.-8 6,041.5 6,041.5 6,041.5 0.0
<br /> X 19,050 106 470 12.'0 6,056.0 6,056.0 6,056.0 0.0
<br /> Y 19,750 108 475 11. 9 6,063.8 6,063.8 6,063.8 0.0
<br /> Z 20,400 111 480 11.8 6,073.4 6,073.4 6,073.4 0.0
<br /> AA 20,500 112 S05 11.2 6,073.7 6,073_7 6,073_7 0.0
<br /> AB 21,165 122 493 11.5 6,084.9 6,084.9 6,084.9 0.0
<br />IFeet Above Confluence Wi th Fountain Creek 2Width/Width Within Incorporated Area REVISED TO
<br /> REV/SED DATA REFLECT LOMR
<br />y' DATED
<br /> JAN 1 7 1991
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