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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 F100dway Floodway Increase
<br />Cross Section Distancel (Feet> (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br />Pine Creek
<br />B 1,440 156 1,280 5.9 6,297.2 6,297.2 6,298.2 1.0
<br />C 2,l80 50/302 446 17.0 6,319.9 6,319.9 6,319.9 0.0
<br />D 2,2l0 50/202 713 9.8 6,325.5 6,325.5 6,326.5 1.0
<br />K l2,930 175 590 6.l 6,544.8 6,544.8 6,545.4 0.6
<br />L 13,5l0 150 1,115 3.2 6,545.3 6,545.3 6,546.3 1.0
<br />M l4,260 70 299 l2.0 6,554.1 6,554.l 6,554.2 O.l
<br />N l5,210 110 354 lO.2 6,576.8 6,576.8 6,576.9 O.l
<br />0 .16,290 120 358 1O.l 6,600.2 . 6,600.2 6.,.600.2 0.0
<br />p 16,720 90 328 l1.0 6,608.7 6,608.7 6,608.7 0.0
<br />Q 17 ,600 100 408 8.8 6,626.3 6,626.3 6,626.3 0.0
<br />R l8,300 60 293 l2.3 6,647.5 6,647.5 6,648.2 0.7
<br />S 19,050 90 327 11.0 6,668.6 6,668.6 6,668.6 0.0
<br />T 19,350 80 311 l1.6 6,675.0 6,675.0 6,675.2 0.2
<br />U 20,490 110 352 10.2 6,694.7 6,694.7 6,695.5 0.8
<br />V 22,100 30 l20 10.9 6,738.4 6,738.4 6,738.4 0.0
<br />W 23,710 70 155 8.5 6,718.7 6,718.7 6,719.1 0.4
<br />X 24,850 30 118 ILl 6,802.3 6,802.3 6,803.3 1.0
<br />Y 26,150 40 130 lO.1 6,840.0 6,840.0 6,841.0 1.0
<br />Z 27,560 90 l80 7.3 6,876.4 6,876.4 6,871.2 0.8
<br />AA 29,150 40 l25 10.5 6,915.5 6,915.5 6,9l5.7 0.2
<br />AB 30,590 30 117 11.2 6,952.5 6,952.5 6,953.4 0.9
<br />lFeet Above Confluence With Monument Creek 2Width/Width Within Corporate Limits
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