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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> 1 Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distance (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 /> AU 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 />l\.) AJ 14,806 240 928 7.2 6,421. 4 6,421. 4 6,421. 5 0.1
<br /><!'
<br /> AK 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 />
<br />lFeet Above Confluence With Fountain Creek
<br />
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