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<br />A
<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 Fl00dway Fl00dway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Fountain Creek
<br /> (Cont'd)
<br /> PM 176,976 355 432 19.3 6,135.8 6,135.8 6,136.4 0.6
<br /> FN 176,985 355 445 17.9 6,135.9 6,135.9 6,136.9 1.0
<br /> PO 177 ,626 175 1,389 9.5 6,145.7 6,145.7 6,146.7 1.0
<br /> FP 178,626 150" 1,134 15.1 6,155.7 6,155.7 6,155.7 0.0
<br /> FQ 178,659 1802 1,530 11.2 6,158.3 6,158.3 6,158.3 0.0
<br /> FR 179,049 3002 2,661 6.4 6,159.2 6,159.2 6,159.9 0.7
<br /> FS 179,269 310/50~ 2,120 8.1 6,160.1 6,160.7 6,161. 2 0.5
<br /> FT 179,274 320/703 2,173 7.9 6,160.8 6,160.8 6,161. 3 0.5
<br />w 179,394 1,939 8.8 6,162.9 6,162.9 6,163.5 0.6
<br />.. FU 280/603
<br /> FV 179,412 280/80 2,046 8.4 6,163.1 6,163.1 6,163.9 0.8
<br /> FW 179,512 170 1,240 13.8 6,163.4 6,163.4 6,164.2 0.8
<br /> FX 179, 592 170 1,247 13.7 6,166.0 6,166.0 6,166.0 0.0
<br /> F"i 180,072 280 1,958 8.7 6,171.1 6,171.7 6,171.8 0.1
<br />
<br />REVISED TO
<br />REFLECT lOMR
<br />DATED JAN 1 6 1991
<br />
<br />~Feet Above Fountain Creek Mile 21.0
<br />F100dway Lies Entirely Outside Corporate Limits
<br />
<br />2Width/Width Within Corporate Limits
<br />
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