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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 Fl00dway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> East Plum Creek
<br /> (Continued)
<br /> EA 103,375 214 1,365 10.9 6,612.1 6,612.1 6,613.1 1.0
<br /> EB 103,525 397 4,756 3.1 6,620.2 6,620.2 6,621. 2 1.0
<br /> EC 105,350 206 1,692 8.9 6,630.8 6,630.8 6,631. 8 1.0
<br /> ED 107,550 306 2,168 7.1 6,643.9 6,643.9 6,644.9 1.0
<br /> EE 108,550 356 1,703 9.0 6,652.0 6,652.0 6,651. 0 1.0
<br /> EF 109,250 284 1,566 9.9 6,656.4 6,656.4 6,657.4 1.0
<br /> EG 109,450 284 2,678 5.8 6,662.2 6,662.2 6,663.2 1.0
<br /> EH 110,250 296 1,753 8.8 6,663.0 6,663.0 6,664.0 1.0
<br />w 110,950 112 863 18.0 6,674.9 6,674.9 6,675.9 1.0
<br />'" EI
<br /> EJ 111,350 276 2,957 5.3 6,679.2 6,679.2 6,680.2 1.0
<br /> EK 112,050 139 980 8.7 6,680.2 6,680.2 6,681.2 1.0
<br /> EL 113,325 105 646 13.4 6,692.7 6,692.7 6,693.7 1.0
<br /> EM 113,375 141 1,013 8.6 6,696.2 6,696.2 6,697.2 1.0
<br />
<br />IFeet Above Confluence With Plum Creek
<br />
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