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<br /> Table 3. F100dway Datil <br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION <br /> Mean <br /> Velocity Without With <br /> 1 Width Section Area (Feet per Regulatory F100dway Floodway Increase <br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet) <br /> Brush Creek <br /> (Cont'd) <br /> AA 19,580 22 73 6.3 7,807.9 7,807.9 7,808.1 0.2 <br /> AB 20,480 25 54 7.7 7,822.2 7,822.2 7,822.4 0.2 <br /> AC 20,580 25 52 8.1 7,825.6 7,825.6 7,825.7 0.1 <br /> AD 20,640 170 1,425 0.3 7,839.2 7,839.2 7,839.5 0.3 <br /> AE 21,440 30 79 5.3 7,841.3 7,841.3 7,841.6 0.3 <br /> AF 22,290 24 57 7.3 7,864.1 7,864.1 7,864.4 0.3 <br /> AG 22,360 36 58 7.2 7,867.0 7,867.0 7,867.0 1.0 <br />i-' <br />(Xl <br /> <br />1Feet Above Confluence With Roaring Fork River <br />