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<br /> Table 2. Floodway Data <br />FLOODING SOURCE FLooDl'lAY BASE FLOOD ELEVATION <br /> Mean <br /> Velocity Wi thout With <br /> 1 Width Section Area (Feet per Regulatory Floodway F100dway Increase <br />Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet) <br />Hangmans Gulch <br />K 7,800 170 121 3.24 6,298.3 6,298.3 6,298.3 0.0 <br />L 8,800 32 50 7.05 6,325.2 6,325.2 6,325.2 0.0 <br /> <br />f-" <br />OJ <br /> <br />1 <br />Feet Above Mouth <br />