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<br /> Table 2. Floodway Data
<br />FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Wi thout With
<br /> Width Section Area (Feet per Regulatory F100dway F100dway Increase
<br />Cross Section Distance1 (Feet) (SQuare Feet) Second) (Feet) (Feed (Feet) (Feet)
<br />Douglas Creek North
<br />A 870 40 261 14.0 6,139.1 6,139.1 6,139.2 0.1
<br />B 1,280 380 500 6.8 6,164.2 6,164.2 6,164.2 0.0
<br />C 2,040 40 293 15.6 6,170.4 6,170.4 6,170.4 0.0
<br />D 2,760 190 1,669 2.7 6,199.0 6,199.0 6,199.0 0.0
<br />E 3,520 70 338 13.5 6,209.7 6,209.7 6,209.7 0.0
<br />Douglas Creek South
<br />A 210 70 331 11.1 6,109.2 6,109.2 6,109.2 0.0
<br />B 500 30 224 16.4 6,121.6 6,121.6 6,121.6 0.0
<br />C 540 30 269 13.7 6,123.3 6,123.3 6,123.3 0.0
<br />D 730 80 500 7.4 6,125.9 6,125.9 6,125.9 0.0
<br />E 1,100 70 342 10.8 6,132.4 6,132.4 6,132.4 0.0
<br />F 1,590 20 212 17.4 6,152.7 6,152.7 6,152.7 0.0
<br />G 1,670 20 262 14.0 6,154.9 6,154.9 6,154.9 0.0
<br />H 2,190 170 985 3.7 6,183.0 6,183.0 6,183.0 0.0
<br />I 2,480 200 347 10.2 6,196.8 6,196.8 6,196.8 0.0
<br />J 3,650 90 563 6.5 6,198.7 6,198.7 6,198.9 0.2
<br />K 4,580 130 377 9.8 6,213.9 6,213.9 6,214.5 0.6
<br />L 6,060 190 432 8.5 6,249.9 6,249.9 6,250.7 0.8
<br />lFeet Above Confluence Wi th Monument Creek
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