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<br />'.,
<br />
<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVA'!'ION
<br /> Mean
<br /> Velocity Without \'iith
<br /> 1 Width Section Area (Feet per Regulatory Floodway Floodway Incredse
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Fee!.L. (Fee~L
<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 109,750 296 1 753 8.8 6,663.0 6,663.0 6,664.0 1.0
<br />w 110,985 243 1,217 12.7 6,669.0 6,669.0 6,669.0 0.0
<br />en EI
<br /> EJ 111,350 134 998 15.6 6,672.8 6,672.8 6,672.8 0.0
<br /> K 11 6 13.3 6 679.0 6 679.0 6 679.0 0.0
<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 />1
<br />Feet Above Confluence With Plum Creek
<br />
<br />REVISED TO
<br />REFLECT LOMR
<br />DATED NOV I 8 1994
<br />
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