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<br />. <br /> <br /> Table 2. Floodway Data <br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION <br /> Mean <br /> Veloci ty wi thout With <br /> Distancel Width Section Area (Feet per Regulatory Floodway Floodway Increase <br />Cross Section (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 71 8.9 6,969.9 6,969.9 6,969.9 0.0 <br />G 9,330 30 71 8.9 7,003.9 7,003.9 7,003.9 0.0 <br />lFeet Above Confluence With pine Creek <br />