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<br /> Table 2. Floodway Data
<br />FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> Width Section Area (Feet per Regulatory Floodway F100dway Increase
<br />Cross Section Distance1 (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br />Rockrimmon Basin
<br />A 270 140 373 6.5 6,198.6 6,196.2 6,196.2 0.0
<br />B 520 50 233 10.4 6,198.6 6,196.4 6,l96.4 0.0
<br />C 800 10 l22 19.8 6,211.2 6,2l1.2 6,211.2 0.0
<br />D 1,030 120 758 3.2 6,217 .9 6,217.9 6,217.9 0.0
<br />E l,l90 l5 240 lO.1 6,222.2 6,222.2 6,222.2 0.0
<br />F l,800 110 270 9.0 6,230.2 6,230.2 6,230.7 0.5
<br />G l,980 110 310 7.8 6,230.2 6,230.2 6,231.1 0.9
<br />H 2,280 50 216 11.2 6,236.4 6,236.4 6,236.6 0.2
<br />I 3,300 40 l88 l2.9 6,250.2 6,250.2 6,250.3 0.1
<br />J 4,290 40 210 l1.5 6,266.4 6,266.4 6,266.4 0.0
<br />K 5,500 l40 304 8.2 6,310.0 6,3l0.0 6,3l0.4 0.4
<br />L 6,110 10 131 18.9 6,326.0 6,326.0 6,326.0 0.0
<br />M 6,160 lO 13l l8.9 6,326.0 6,326.0 6,326.0 0.0
<br />N 6,740 60 245 lO.1 6,339.1 6,339.1 6,339.1 0.0
<br />0 7,920 70 241 10.2 6,368.4 6,368.4 6,368.9 0.5
<br />p 9,200 80 259 9.6 6,399.8 6,399.8 6,400.0 0.2
<br />Q 9,920 140 245 5.8 6,424.3 6,424.3 6,424.5 0.2
<br />R 9,980 140 246 5.8 6,424.3 6,424.3 6,424.5 0.2
<br />S 10,650 90 l89 7.6 6,437. 7 6,437.7 6,437.7 0.0
<br />T 11,890 50 146 9.8 6,476.6 6,476.6 6,476.6 0.0
<br />u 13,140 90 l87 7.6 6,520.0 6,520.0 6,520.8 0.8
<br />V 13,780 50 l05 7.8 6,538.6 6,538.6 6,539.l 0.5
<br />W 15,010 60 l07 7.6 6,602.6 6,602.6 6,603.6 1.0
<br />IFeet Above Confluence With Monument Creek
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