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Plan View and System Cross Section Page 3 of 5 <br /> Luella Smith <br /> Gallons Per Day 450 Divided by Load Rate 1.00 = 450 Sq. Ft. Cell <br /> Synthetic Covering <br /> /�S'TN1 c3,g <br /> Msdium Sand Distribution pipe <br /> b" Topsoil H G <br /> C' <br /> 3' E F <br /> J b <br /> Slope 0% <br /> Bed Of Force Main <br /> Ag®regal• plowed <br /> (61, Below PIP&Aound Height Dlop1.33%Ft. Layer <br /> E = 1.33 Ft. <br /> F = .80 Ft. <br /> G = 0.50 Ft. <br /> H = 1.00 Ft. <br /> Cell Width A = 7.0 Ft. <br /> Cell Length B = 64.3 Ft. <br /> l Mound Length K = 9.39 Ft. <br /> -J 'L.rn,,,aenn ri„y L = 83.07 Ft. <br /> Mound Width 7 = 9 Ft. <br /> La eral <br /> —Manxoia 1 = 9 Ft. <br /> - W = 25 Ft. <br /> Observation pipes 10.71 ft. <br /> from each end of cell. <br /> Observation Pipe <br /> K <br /> r - -------------------- <br /> _"--- I <br /> AI o -------------- -- . <br /> tDistribution <br /> -_------------------------ nForc• Moin <br /> ad Of ' <br /> I Piga �t 21t <br /> Aggregate <br /> Observation pipe <br /> Pion View Of Mound Using A Bad For The Absorption Area <br />