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<br />. <br /> <br /> Table 2. Floodway Data <br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION <br /> Mean <br /> Velocity Wi thou t With <br /> Width Section Area (Feet per Regulatory Floodway F100dway Increase <br /> Cross Section Distancel (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet) <br /> Murphy Creek <br /> (Cont'd) <br /> AA 21,020 120 1,029 3.0 5,616.5 5,616.5 5,616.5 0.0 <br /> AB 22,900 150 443 6.9 5,623.4 5,623.4 5,623.4 0.0 <br /> AC 23,450 802 529 5.8 5,627.0 5,627.0 5,627.1 0,1 <br /> AD 25,000 360 453 6.4 5,635.1 5,635.1 5,635.1 0.0 <br /> AE 26,250 150 368 7.9 5,642.6 5,642.6 5,642.8 0.2 <br /> AF 26,950 240 474 6.1 5,646.2 5,646.2 5,646.8 0.6 <br /> AG 27,850 100 421 6.9 5,650.8 5,650.8 5,650.8 0.0 <br /> AH 28,350 130 376 7.3 5,652.8 5,652.8 5,652.8 0.0 <br /> AI 29,650 180 342 7.9 5,658.0 5,658.0 5,658.1 0.1 <br />en AJ 30,350 802 420 6.4 5,662.5 5,662.5 5,662.8 0.3 <br />~ <br /> <br />IFeet Above Confluence With Coal Creek <br /> <br />2Floodway Not Shown Due To Scale Limitations <br />