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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Ve10ci r y Without With
<br /> Distance1 Width Section Area (Feet per Regulatory F100dway F100dway Increase
<br />Cross Section (Feet) (Square Feet> Second) (Feet) (Feet) (Feet) (Feet)
<br />Mesa Basin
<br /> A 400 150 410 5.5 6,040.2 6,040.2 6,041.0 0.8
<br /> B 480 50 345 6.5 6,040.5 6,040.5 6,041.0 0.5
<br /> C 500 50 345 6.5 6,040.5 6,040.5 6,041.0 0.5
<br /> D 590 15 129 17.4 6,041.4 6,041.4 6,041.4 0.0
<br /> E 620 15 129 17.4 6,041.4 6,041.4 6,041.4 0.0
<br /> F 1,080 40 201 11.1 6,049.6 6,049.6 6,049.6 0.0
<br /> G 1,320 10 106 18.5 6,057.7 6,057.7 6,057.7 0.0
<br /> H 1,350 10 106 18.5 6,057.7 6,057.7 6,057.7 0.0
<br /> I 1,920 60 223 8.8 6,069.0 6,069.0 6,069.2 0.2
<br /> J 3,250 80 248 7.9 6,094.8 6,094.8 6,095.1 0.3
<br /> K 4,190 40 181 10.8 6,109.1 6,109.1 6,109.8 0.7
<br /> L 5,'-80 30 148 12.4 6,134.2 6,134.2 6,134.2 0.0
<br /> M 6,460 60 200 9:2 6,155.9 6,155.9 6,155-,9 0.0
<br /> N 7,530 30 146 12.5 6,192.5 6,192.5 6,192.5 0.0
<br /> 0 8,360 80 238 7.7 6,234.1 6,234.1 6,234.6 0.5
<br /> p 9,770 60 117 7.0 6,277 .4 6,277.4 6,277.4 0.0
<br /> Q 10,900 35 93 8.8 6,325.1 6,325.1 6,325.1 0.0
<br /> R 11,970 150 148 5.5 6,393.9 6,393.9 6,393.9 0.0
<br /> S 12,460 110 1,475 0.6 6,394.3 6,394.3 6,394.4 0.1
<br /> T 13,110 50 97 8.5 6,400.3 6,400.3 6,400.3 0.0
<br /> U 13,860 110 III 5.8 6,425.7 6,425.7 6,426.1 0.4
<br /> V 14,730 80 118 7.0 6,436.6 6,436.6 6,436.6 0.0
<br /> W 16,220 100 .128 6.4 6,466.6 6,466.6 6,466.8 0.2
<br /> X 16,970 140 135 5.6 6,485.7 6,485.7 6,485.7 0.0
<br />1Feet Above Confluence With Monument Creek
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