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<br /> Table 2. F100dway Data
<br />FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> Width Section Area (Feet per Regulatory F100dway F100dway Increase
<br />Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br />Monument Creek
<br />(Cont'd) 1
<br />Z 15,8501 140 1,628 19.7 6,060.8 6,060.8 6,060.8 0.0
<br />AA 15,8701 140 1,806 17.7 6,062.0 6,062.0 6,062.0 0.0
<br />AB 15,9001 130 2,002 16.0 6,063.0 6,063.0 6,063.1 0.1
<br />AC 15,9401 130 2,100 15.2 6,063.8 6,063.8 6,063.9 0.1
<br />AD 16,7101 180 1,815 17.6 6,070.9 6,070.9 6,070.9 0.0
<br />AE 17 ,5301 200 2,272 14.1 6,074.8 6,074.8 6,074.8 0.0
<br />AF 18,2401 370 2,338 13.7 6,083.3 '6,083.3 6,084.1 0.8
<br />AG 18,2701 370 2,675 12.0 6,086.6 6,086.6 6,086.6 0.0
<br />AH 19,0901 310 3,897 8.2 6,086.6 6,086.6 6,087.1 0.5
<br />AI 19,6601 150 2,005 16.0 6,086.6 6,086.6 6,086.7 0.1
<br />AJ 19,730 150 2,221 14.4 6,088.8 6,088.8 6,088.8 0.0
<br />AIt 203-401- 200 1,868 17;3 6-,090.9 6,090;9 6,090;9 ' '0;0
<br />,
<br />AL 21,4402 150 2,033 15.7 6,099.8 6,099.8 6,100.2 0.4
<br />AM 23,8602 200 1,945 16.5 6,1l0.5 6,1l0.5 6,1l0.5 0.0
<br />AN 25,5502 230 2,203 14.5 6,121.3 6,121.3 6,121.4 0.1
<br />AO 27,1602 230 2,1l9 15.1 6,131.2 6,131.2 6,131.2 0.0
<br />AP 28,8102 200 1,972 15.7 6,140.6 6,140.6 6,140.8 0.2
<br />AQ 29,5702 240 2,333 13.7 6,146.1 6,146.1 6,146.1 0.0
<br />AR 30,7702 110 1,462 21.2 6,158.6 6,158.6 6,158.6 0.0
<br />AS 30,8702 110 1,822 17.0 6,161.9 6,161.9 6,161.9 0.0
<br />AT 31,7802 220 2,920 10.6 6,166.5 6,166.5 6,166.5 0.0
<br />AU 32,9002 250 3,1l3 10.0 6,168.2 6,168.2 6,168.4 0.2
<br />AV 33,9302 230 1,926 16.1 6,176.2 6,176.2 6,176.2 0.0
<br />AW 34,8102 220 1,948 15.9 6,184.9 6,184.9 6,184.9 0.0
<br />AX 36,1l0 180 1,872 16.6 6,192.9 6,192.9 6,193.0 0.1
<br />1Feet Above Confluence With Fountain Creek 2Subtract 500 Feet
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