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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 Distance! (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Granby Ditch
<br /> A 315 190 228 5.8 5,346.5 5,646.5 5,646,5 0.0
<br /> B 500 115 392 3.7 5,347.6 5,347.6 5,347.9 0.3
<br /> C 807 49 177 8.2 5,348.3 5,348.3 5,348.3 0,0
<br /> D 1,328 90 422 3.4 5,350.0 5,350.0 5,350.5 0,5
<br /> E 1,680 100 415 3.5 5,350.3 5,350,3 5,350.8 0,5
<br /> F 1,782 175 221 5.7 5,350.8 5,350.8 5,351.2 0.4
<br /> G 2,370 232 384 3.5 5,355.1 5,355.1 5,356.1 1.0
<br /> H 3,170 270 410 3.3 5,359,2 5,359.2 5,359.7 0.5
<br /> I 3,878 160 308 4.5 5,364.8 5,364.8 5,365.4 0,6
<br /> J 4,570 265 232 6.0 5,371.2 5,371.2 5,371.2 0.0
<br />..,. K 5,240 560 330 4.1 5,380.1 5,380.1 5,380.2 0,1
<br />0
<br /> M 5,884 125 189 7,2 5,387.6 5,387.6 5,387.6 0.0
<br /> N 7,012 168 220 6.2 5,394.5 5,394.5 5,394.5 0.0
<br /> 0 7,743 42 170 8.0 5,399,8 5,399.8 5,399.8 0.0
<br /> p 7,694 37 180 7,2 5,401.2 5,401.2 5,401. 2 0.0
<br /> Q 7,775 109 253 4.3 5,402.2 5,402.2 5,402.2 0.0
<br /> R 8,354 62 131 8.3 5,406.2 5,406.2 5,406.2 0,0
<br /> S 8,433 135 441 2.5 5,407.4 5,407,4 5,407.4 0.0
<br /> T 8,512 89 315 3.5 5,407.4 5,407.4 5,407.4 0.0
<br /> U 8,798 83 154 6.8 5,407.6 5,407.6 5,407.6 0.0
<br /> V 8,958 145 177 6.5 5,410,2 5,410.2 5,410.2 0.0
<br /> W 9,246 133 175 6.6 5,415.0 5,415.0 5,415.0 0.0
<br /> X 9,840 165 214 5.4 5,421.1 5,421.1 5,421.1 0.0
<br /> Y 10,650 90 406 2.7 5,426.8 5,426.8 5,426.8 0,0
<br /> Z 11,150 200 366 2,9 5,429,2 5,429,2 5,429.3 0.1
<br /> AA 11,193 146 173 6.6 5,429.2 5,429.2 5,429,2 0.0
<br /> AB 11,420 140 363 3.2 5,430.7 5,430.7 5,430.7 0.0
<br /> IFeet Above Confluence With Sable Ditch
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