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<br /> Table 2. Floodway Data <br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION <br /> Mean <br /> Velocity Without With <br /> 1 Width Section Area (Feet per Regulatory Floodway Floodway Increase <br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet) <br /> North Pine Creek <br /> A 480 50 84 7.5 6,748.2 6,748.2 6,748.2 0.0 <br /> B 2,040 50 85 7.4 6,789.4 6,789.4 6,789.6 0.2 <br /> C 3,390 40 79 8.0 6,821. 2 6,821. 2 6,821. 9 0.7 <br /> D 5,150 20 64 9.8 6,872.2 6,872.2 6,872.2 0.0 <br /> E 6,900 50 84 7.5 6,925.7 6,925.7 6,926.0 0.3 <br /> F 8,400 30 11 8.9 6,969.9 6,969.9 6,969.9 0.0 <br /> G 9,330 30 11 8.9 7,003.9 7,003.9 7,003.9 0.0 <br />~ <br />~ <br /> <br />lFeet Above C9nfluence With Pine Creek <br />