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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCE FLooDWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Wi thou t With
<br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet)
<br /> Prentice Gulch
<br /> A 5601 104 352 2.6 5,947.1 5,947.1 5,947.2 0.1
<br /> B 1,1901 97 135 6.8 5,501.9 5,501.9 5,501.9 0.0
<br /> C 2,1701 90 214 4.3 5,515.0 5,515.0 5,515.1 0.1
<br /> D 2,2301 113 230 4.0 5,515,5 5,515.5 5,515.6 0.1
<br /> Quincy Gulch
<br /> A 3502 47 92 9,0 5,414,6 5,414.6 5,415,4 0,8
<br /> B 1,1252 200 250 3.0 5,422,0 5,422.0 5,423.0 1.0
<br /> C 1,8622 30 136 6.0 5,428.8 5,428.8 5,429.8 1.0
<br /> D 2,1502 30 87 10.0 5,432.8 5,432.8 5,433.7 0.9
<br />U> E 2,2952 88 136 6.0 5,444.3 5,444.3 5,444,8 0.5
<br />'" ,F., ,,},lj()02 22 53 8.0 5,462.1 5,462.1 5,463.1 1.0
<br /> ..._"" ---
<br />
<br />IFeet Above Confluence with Highline Canal
<br />
<br />2Feet Above Confluence With Blackmer Gulch
<br />
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