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Plan View and System Cross Section Page 3 of 1+� <br /> Joe Harmon <br /> Gallons Per Day 300 Divided by Load Rate 1.00 '= 300 Sq. Ft. Cell <br /> Synthetic Covering <br /> ASTM C3.3 Distribution Pipe <br /> Medium Sand <br /> 611 Topsoil " <br /> —3 t E D <br /> r �. <br /> Slope 3% Bed Of 4- 2 4 Force Main Plowed <br /> Aggregate Layer <br /> (6" Below Pipe) <br /> Slope 3% <br /> Mound Height D = 1.00 Ft. <br /> Cross Section Of A Mound System Using E = 1.24 Ft. <br /> A Bed For The Absorption Area F = .80 Ft. <br /> G = 0.50 Ft. <br /> H = 1.00 Ft. <br /> Access Box Cell Width A = 8.0 Ft. <br /> Cell Length B = 38 Ft. <br /> Threaded Plug Mound Length K = 8.76 Ft. <br /> Lateral Manifold L = 55.52 Ft. <br /> Mound Width J = 8 Ft. <br /> I = 10 Ft. <br /> Orifices�� W = 26 Ft. <br /> Observation pipes 6.33 ft. from each end of cell. <br /> Observation Pipe <br /> -------------------------------------- - <br /> A o - <br /> It <br /> o � <br /> �-. -- ....................-...........-....J Force Main <br /> Distribution Ilgd Of ' �- 2 <br /> Pipe Aggregate <br /> 'I . <br /> Observation Pipe <br /> Pion View Of Mound Using A Bed For The Absorption Area <br />