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<br /> Table 2. F100dway 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 /> Fountain Creek
<br /> (Cont'd)
<br /> EN 164,455 380 2,362 8.7 5,991. 6 5,991. 6 5,992.1 0.5
<br /> EO 165,555 160 1,610 12.1 6,003.6 6,003.6 6,004.0 0.4
<br /> EP 166,655 140 1,382 14.8 6,018.4 6,018.4 6,018.4 0.0
<br /> EQ 167,555 150 1,502 13.7 6,026.0 6,026.0 6,026.0 0.0
<br /> EN 168,575 310 1,751 11.7 6,034.3 6,034.3 6,035.2 0.9
<br /> ES 168,660 430 2,414 8.5 6,035.7 6,035.7 6,036.1 1.0
<br /> ET 169,050 320 2,470 8.3 6,041.2 6,041.2 6,041.3 0.1
<br /> EO 169,330 190 1,338 15.3 6,045.8 6,045.8 6,045.8 0.0
<br /> EV 169,400 290 1,717 11.9 6,046.8 6,046.8 6,046.8 0.0
<br /> w EW 169,995 290 2,299 8.9 6,048.5 6,048.5 6,048.8 0.3
<br /> w
<br /> EX 171,200 220 1,753 11.7 6,063.5 6,063.5 6,063.5 0.0
<br /> EY 171,580 350 1,899 10.8 6,070.7 6,070.7 6,070.7 0.0
<br /> EZ 171,605 360 1,979 10.4 6,070.7 6,070.7 6,070.7 0.0
<br /> FA 171,910 390 2,724 7.5 6,074.1 6,074.1 6,074.4 0.3
<br /> FB 172,130 340 1,814 11.3 6,078.0 6,078.0 6,078.1 0.1
<br /> PC 172,165 340 2,221 9.2 6,079.1 6,079.1 6,079.2 0.1
<br /> FD 172,765 3103 2,086 9.8 6,082.9 6,082.9 6,082.9 0.0
<br /> FE 173,541 3903 2,398 8.5 6,088.9 6,088.9 6,089.1 0.2
<br /> FF 173,551 390 2,427 8.4 6,088.9 6,088.9 6,089.2 0.3
<br /> FG 174,541 340/502 1,966 10.4 6,099.2 6,099.2 6,099.9 0.7
<br /> FH 175,101 420/170~ 2,554 8.0 6,109.7 6,109.7 6,109.1 0.0
<br /> Fl 175,131 420/190 2,644 7.8 6,109.8 6,109.8 6 109.8 0.0
<br /> FJ 5, 0 575 1,055 7.9 6,112.0 6,112.0 6,112.8 0.8
<br /> FK 175,300 575 1,075 7.4 6,1l2.1 6,1l2.1 6,1l3.1 1.0
<br /> FL 176,180 245 702 18.6 6,121.3 6,121.3 6,122.3 1.0
<br /> ~Feet Above Fountain Creek Mile 21.0 2 Lies Entirely Outside Corporate Limits
<br /> Floodway
<br /> Width/Width Within Corporate Limits REVISED TO
<br /> REFLECT lOMR
<br /> DATED d'AN i 6' IS9Y:
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