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<br /> Table 2. Floodway Data <br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION <br /> Mean <br /> Velocity Wi thout 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 /> Peterson Field <br /> Drainage <br /> (Cont'd) <br /> AD 14,170 284 356 4.0 5,988.3 5,988.3 5,989.1 0.8 <br /> AE 15,085 269 268 5.5 5,999.8 5,999.8 6,000.8 1.0 <br /> AF 15,735 207 336 4.4 6,006.7 6,006.7 6,007.4 0.7 <br /> AG 16,570 208 252 5.8 6,016.0 6,016.0 6,016.7 0.7 <br /> Aft 17,220 257 334 4.4 6,025.1 6,025.1 6,025.8 0.7 <br />.f:- <br />N <br /> <br />lFeet Above Confluence With Sand Creek <br /> <br />.. <br />