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INLET BAFFLE <br />INLET BAFFLE SCHEDULE <br />2 x 4 or <br />\\ <br />Equivalent <br />!00% <br />II <br />Pond <br />Sediment <br />Bottom <br />h, ft. <br />w, ft. <br />\ <br />I D <br />Vol. Elev.,ft. <br />Elevation, ft. <br />100% Sediment_ <br />II <br />Volume Elevation <br />D <br />6950.3 <br />6848 <br />5 <br />30 <br />N(a) <br />6755.3 <br />6754 <br />5 <br />125 <br />e <br />P <br />6844.0 <br />6742.5 <br />8 <br />30 <br />\ <br />0 <br />6869.9 <br />6868 <br />10 <br />30 <br />R <br />6829.0 <br />6826 <br />10 <br />30 <br />4 X 4 or '" <br />Equivalent <br />_i <br />i <br />I — w <br />I <br />h <br />I I t 1 <br />- -8� TYP. — - <br />` ; <br />v V y <br />Bottom Elevation <br />(a) This baffle is to ensure that ditch N2 inflow <br />is not short circuited. The baffle starts in <br />the west embankment of the pond and runs <br />east 125' toward the middle. <br />FIGURE I <br />INLET BAFFLE <br />/C\ Leonard Rice Consulting Water Engineers klc I <br />�J 307 EFC04 DEC.1979 <br />