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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 Floodway Floodway Increase <br />Cross Section Distance (Feet) (Square Feet) Second) (Feet) (Feet) (Feet) (Feet) <br />Prentice Gulch <br />A 5801 67 347 2.6 5,495.7 5,495.7 5,496.7 1.0 <br />B 1,1801 29 99 9.3 5,497.1 5,497.1 5,497.4 0.3 <br />C 2,1801 46 141 6.5 5,513.4 5,513.4 5,514.4 1.0 <br />D 2,2401 40 124 7.4;, 5,514.1 5,514.1 5,515.1 1.0 <br />E 2,3051 64 119 7.8 5,522.5 5,522.5 5,523.5 1.0 <br />Quincy Gulch REVISED DATA <br /> - <br />A 3502 84 155 5.5 5,413.4 5,413.4 5,413.4 0.0 <br />B 1,1252 285 503 1.7 5,421.6 5,421.6 5,422.4 0.8 <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 />E 2,2952 88 136 6.0 5,444.3 5,444.3 5,444.8 0.5 <br />F 3,6002 22 53 8.0 5,462.1 5,462.1 5,463.1 1.0 <br /> REvISED TO ~ <br /> REfLECT lOMR <br /> DATEU APR 1 2 2002 <br />1Feet Above Confluence With Highline Canal 2Feet Above Confluence With Blackmer Gulch <br /> <br />U"l <br />.::- <br />