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• _ <br /> <br />i r • • <br /> <br /> <br /> EMERGENCI' SPILLWAY DESIGN <br /> <br /> AVERAGE LAND SLOPE _ .07 <br /> PEAK DISCHARGE = 3G.82 <br /> ENTRANCE LENGTH = 1D0 J <br /> EOTTOM WIDTH = 12 <br /> SIDE SLOPES ARE 2:1 <br /> EMERGENCY SPILLWAI' STAGE (HP7 = 1.44:83158 <br />__ _ TOP OF DAM ELEVATION = G731.9738G_ __ <br />_ __,_. <br /> T <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />