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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity withou t With
<br /> width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distancel (Feet) (Square Feet) Second) (Feet) (Feet) (Feet} ( Fee t)
<br /> Murphy Creek
<br /> A 3,290 1,000 755 5,6 5,511.9 5,511.9 5,512.1 0.2
<br /> B 3,990 770 1,248 3.4 5,514.8 5,514.8 5,515.0 0.2
<br /> C 4,440 600 730 5.8 5,516.8 5,516.8 5,516.8 0.0
<br /> D 4,940 420 1,101 3.9 5,520.3 5,520,3 5,520.3 0.0
<br /> E 5,090 350 702 6.0 5,520.6 5,520.6 5,520.6 0.0
<br /> F 5,990 280 670 6.0 5,525.5 5,525.5 5,525.5 0.0
<br /> G 6,940 260 605 6.6 5,530.1 5,530.1 5,530,1 0.0
<br /> H 7,840 300 786 5.1 5,535.6 5,535,6 5,535,7 0.1
<br /> I 8,840 340 '909 4.4 5,539,9 5,539.9 5,540.0 0,1
<br /> J 9,340 450 736 5,1 5,545.4 5,545,4 5,545.4 0.0
<br />"" K 9,890 300 576 6.5 5,549.3 5,549.3 5,549.4 0,1
<br />0 L 11,040 750 759 4.9 5,557.2 5,557.2 5,557.5 0.3
<br /> M 12,040 541l 514 6.9 5,.652.9 5,652.9 .5,65,3,.4 0.5
<br /> N 12,690 600 565 6.3 5,566.0 5,566.0 5,566.6 0.6
<br /> 0 13,240 570 316 11.2 5,570.5 5,570.5 5,750.5 0.0
<br /> P 13,310 570 681 5.2 5,573,1 5,573.1 5,573.1 0.0
<br /> Q 14,160 160 281 12.1 5,575.7 5,575.7 5,575.7 0.0
<br /> R 14,910 140 487 7.0 5,581.6 5,581.6 5,581.6 0.0
<br /> S 16,060 120 356 9.6 5,585.4 5,585.4 5,585.4 0.0
<br /> T 17,010 150 435 7.4 5,591.0 5,591.0 5,591.0 0.0
<br /> U 17,360 130 548 5.8 5,592.3 5,592.3 5,592.3 0.0
<br /> V 18,010 190 302 10.6 5,595.4 5,595.4 5,595.5 0.1
<br /> W 18,710 610 1,203 2.7 5,598.3 5,598.3 5,598.9 0,6
<br /> X 19,660 100 285 11.2 5,600.7 5,600.7 5,600.8 0.1
<br /> Y 20,160 160 456 7.0 5,604.2 5,604.2 5,604,2 0.0
<br /> Z 20,910 602 372 8.2 5,607.4 5,607.4 5,607.5 0.1
<br /> 1Feet Above Confluence With Coal Creek 2F1oodway Not Shown Due To Scale Limitations
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