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Plan View and System Cross Section Page 3 of 5 <br /> Laura Bjorklund <br /> Gallons Per Day 300 Divided by Load Rate 1.00 '= 300 Sq. Ft. Cell <br /> Synthetic Covering <br /> AsrM 01.3 Distribution Pipe <br /> Medium Sand <br /> 6" Topsoil' H <br /> �J1 r xs .vtilra F <br /> 3 E t p <br /> Slope 4% Bed 01 4- 2 !� Force Main Plowed <br /> Aggregate la <br /> (6" Below Pipe) Layer <br /> Slope 4% <br /> Cross Section Of A Mound System Using Mound Height E = 1. 0320 Ft. <br /> A Bed For The Absorption Area F = . 80 Ft. <br /> G = 0.50 Ft. <br /> H = 1.00 Ft. <br /> Aceass Box <br /> Cell Width A = 8.0 Ft. <br /> Threaded Plug Cell Length B = 37 .5 Ft. <br /> Mound Length K = 8.88 Ft. <br /> Lateral Manifold L = 55.26 Ft. <br /> _ Mound Width J = 8 Ft. <br /> I = 11 Ft. <br /> OrBoaW = 27 Ft. <br /> Observation pipes 6.25 ft. from each end of cell. <br /> — L <br /> J Observation Pipe <br /> K <br /> ............_-w-..__ ' <br /> A o <br /> W - -- ......---------•---------------------jj Force Main <br /> Distribution Bed 01 A 2 :a <br /> I <br /> Pipe Aggfegate , <br /> Observation Pipe <br /> Pion View Of Mound Using A Bed For The Absorption Area <br />