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<br /> Table 3. Floodway Data
<br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Veloci ty 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 /> Loy Gulch
<br /> A 1,250 90 164 6.3 8,181.3 8,181.3 8,181.8 0.5
<br /> B 2,810 82 140 7.4 8,221.1 8,221.1 8,221.1 0.0
<br /> C 3,350 81 138 7.5 8,231. 7 8,231. 7 8,231.7 0.0
<br /> D 3,750 67 130 8.0 8,241.4 8,241.4 8,241.4 0.0
<br /> E 4,880 150 972 1.0 8,274.4 8,274.4 8,274.4 0.0
<br /> F 5,690 42 118 7.9 8,286.3 8,286.3 8,286.4 0.1
<br /> G 6,000 50 110 8.5 8,301.4 8,301.4 8,301.4 0.0
<br /> H 6,360 69 133 7.0 8,311.2 8,311.2 8,311.5 0.3
<br /> I 7,235 28 63 7.9 8,336.7 8,336.7 8,336.9 0.2
<br /> J 8,160 65 80 6.3 8,376.8 8,376.8 8,377.3 0.5
<br /> K 8,928 60 77 6.5 8,411.4 8,411.4 8,411.5 0.1
<br />..... L 9,350 98 91 5.5 8,433.4 8,433.4 8,433.4 0.0
<br />00
<br />
<br />1Feet Above Confluence With Trout Creek
<br />
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