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<br /> .
<br /> Table 2. Floodway Data ~
<br /> FLOODING SOURCI! FLOODWAY BASI! FLOOD I!LEVATION
<br /> Mean
<br /> Velocity Without With
<br /> width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distance1 (Feet) (Square Feet> Second) (Feet> (Feet) (Feet> (Feet)
<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,?20.3 5,520.3 5,520.3 0.0
<br />REVISED DATA I! 5,090 350 702 6.0 5,520.6 5,520.6 5,520.6 0.0
<br /> 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 5535..6 . 5 535.6 5 535.7 0.1
<br /> I ,8 300 640 6.2 5,539.( 5,539.7 5,540.1 10.4
<br /> J 9,570 180 1,050 3.8 5,548.0 5,548.0 . 5,548.0 0.0
<br /> K 9 890 300 493 '1.6 5,549.6 5,549.6 5,549.6 0.0
<br />Ln L 11 ,040 750 759 4.9 5,557.2. 5:55}o! , . .5 0.3
<br />0 M 12,040 540 514 6.9 f 5,562.9 5,563.4l 0.5
<br /> 5 562:9
<br /> N 12,690 600 565 6.3 5,566.0. 5,566.6 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 -co 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 5,5!l5.4 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 />
<br />1Feet Above Confluence With Coal Creek
<br />
<br />2F100dway Not Shown Due To Scale Limitations
<br />
<br />REVISED TO
<br />REFLECT lO~~~R
<br />DATEn NOV 0 3 2000
<br />
<br />~~hln? ~lnnrlY~v nAtA
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