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Plan View and System Cross Section Page 3 of 5 <br /> Steve & Margie Champlin <br /> Ga . ' oiis Per Day 450 Divided by Load Rate 1.00 = 450 Sq. Ft. Cell <br /> Synthetic Covering <br /> �ST/I x'33 Distribution Pipe <br /> Medium Sand <br /> 6" Topsoil H <br /> ur .vti�rd F <br /> bJ 1 E D <br /> Slope 58 Bed Of ;�= 2 !� Force Maln Plowed <br /> Aggregate Layer <br /> (6" Below Pipe) <br /> Slope 5% <br /> Cross Section Of A Mound System Using Mound Height D = 0 .50 F . <br /> E = 0.90 F . <br /> A Bed For The Absorption Area F = . 80 FL. <br /> G = 0.50 Ft. <br /> H = 1.00 Ft. <br /> Lee...Box <br /> Cell Width A = 8.0 Ft. <br /> Threaded Ptup Cell Length B = 56.3 Ft. <br /> Mound Length K = 7 .50 Ft. <br /> _ �'�••r•I Manifold L = 71.25 Ft. <br /> Mound Width J = 6 Ft. <br /> Orifice. W = 24 Ft. <br /> Observation pipes 9.38 ft. from each end of cell. <br /> L <br /> � �B _^ Obs_atlon pipe <br /> -------- ..6._a_.. IK <br /> A o n - <br /> W �-- -- ..--------------+--------------------- 1 Force Main <br /> maaaa Saw <br /> ------ <br /> Distribution god 0f Aa. 2 Li <br /> Pipe <br /> '1 Aggregate <br /> Observation Pipe <br /> Plan Vlew 0f Mound Using A Bed For The Absorption Area <br />