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<br /> Table 2. Floodway Data
<br />FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Wi thout With
<br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br />Cross Section Distance1 (Feet) (Square Feet) Second) ( Feet) (Feet) (Feet) (Feet)
<br />Camp Creek
<br />(Cont'd)
<br />AC 9,076 150 682 9.8 6,291.2 6,291.2 6,291.8 0.6
<br />AD 10,026 250 756 8.9 6,307.8 6,307.8 6,308.5 0.7
<br />AE 10,096 300 800 8.4 6,312.3 6,312.3 6,312.3 0.0
<br />AF 10,216 300 849 7.9 6,314.3 6,314.3 6,314.3 0.0
<br />AG 11 ,436 400 1,045 6.4 6,340.3 6,340.3 6,341.2 0.9
<br />AH 13,056 250 827 8.1 6,378.0 6,378.0 6,378.0 0.0
<br />AI 14,386 170 827 8.1 6,411.5 6,411.5 6,411.6 0.1
<br />AJ 14,806 240 928 7.2 6,421.4 6,421.4 6,421.5 0.1
<br />AI< 14,876 150 755 8.9 6,425.4 6,425.4 6,425.9 0.5
<br />AL 15,246 170 828 8.1 6,436.0 6,436.0 6,436.5 0.5
<br />AM 15,346 200 808 8.3 6,438.7 6,438.7 6,438.7 1.0
<br />AN 15,406 180 732 9.2 6,440.9 6,440.9 6,441.7 0.8
<br />AO 15,646 190 778 8.6 6,447.1 6,447.1 6,447.2 0.1
<br />AP 15,836 240 886 7.6 6,449.5 6,449.5 6,449.5 0.0
<br />AQ 15,916 240 731 9.2 6,454.0 6,454.0 6,454.0 0.0
<br />AR 15,936 240 1,093 6.1 6,454.6 6,454.6 6,454.6 0.0
<br />AS 16,386 250 947 7.1 6,467.5 6,467.5 6,468.3 0.8
<br />AT 17,146 200 864 7.8 6,495.4 6,495.4 6,495.8 0.4
<br />AU 17,396 210 868 7.7 6,506.2 6,506.2 6,506.9 0.7
<br />AV 17 ,416 190 877 7.6 6,507.6 6,507.6 6,507. 9 0.3
<br />AW 17,636 170 803 8.3 6,519.6 6,519.6 6,520.0 0.4
<br />AX 17 ,656 170 811 8.3 6,520.4 6,520.4 6,520.8 0.4
<br />1Feet Above Confl uence Wi th Fountain Creek
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