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<br /> Table 2. Floodway Data <br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION <br /> Mean <br /> Velocity Wi thout With <br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase <br />Cross Section Distancel (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet) <br />Dutch Creek <br />A 1,880 165 1,114 4.6 5,345.0 5,345.0 5,345.8 0.8 <br />B 2,670 161 613 8.5 5,350.3 5,350.3 5,350.6 0.3 <br />C 3,000 209 607 8.3 5,360.0 5,360.0 5,360.0 0.0 <br />D 3,570 161 1,456 3.5 5,361.0 5,361.0 5,361.0 0,0 <br />E 4,060 174 1,071 4.8 5,361.6 5,361.6 5,361.6 0.0 <br />F 4,750 231 1,407 3.7 5,373.3 5,373.3 5,373.9 0.6 <br /> <br />w <br />" <br /> <br />IFeet Above Corporate Limits <br />