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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Wi thout With
<br /> Distance1 Width Section Area (Feet per Regulatory Floodway F load way Increase
<br /> Cross Section (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) ( Fee t )
<br /> Rockrimmon Basin
<br /> A 270 140 373 6.5 6,198.6 6,196.2 6,l96.2 0.0
<br /> B 520 50 233 10.4 6,198.6 6,196.4 6,196.4 0.0
<br /> C 800 10 122 19.8 6,211. 2 6,211. 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 1,190 15 240 10.1 6,222.2 6,222.2 6,222.2 0.0
<br /> F 1,800 110 270 9.0 6,230.2 6,230.2 6,230.7 0.5
<br /> G 1,980 110 310 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 40 188 12.9 6,250.2 6,250.2 6,250.3 0.1
<br />~ J 4,290 40 210 11.5 6,266.4 6,266.4 6,266.4 0.0
<br />VI
<br /> K 5,500 140 304 8.2 6,310.0 6,310.0 6,310.4 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 10 131 18.9 6,326.0 6,326.0 6,326.0 0.0
<br /> N 6,740 60 245 10.1 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 90 189 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 90 187 7.6 6,520.0 6,520.0 6,520.8 0.8
<br /> V 13,780 50 105 7.8 6,538.6 6,538.6 6,539.1 0.5
<br /> W 15,010 60 107 7.6 6,602.6 6,602.6 6,603.6 1.0
<br />
<br />lFeet Above Confluence With Monument Creek
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