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Plan View and System Cross Section Page 3 of 5 <br /> Phillip & Deborah Johnson <br /> Gallons Per Day 600 Divided by Load Rate 1 .00 — 600 Sq. Ft. Cell <br /> Synthetic Covering <br /> ASTM C'33 Distribution Pips <br /> Medium Sand <br /> 61' Topsoil H s <br /> e .vtir� F <br /> 3 E a <br /> I -- :Slope 0% Bad Of jj�- 2 �S Force Main Plowed <br /> Aggregate Layer <br /> (6" Below Pipe) <br /> Slope 0% <br /> Mound Height D = 0 . 83 Ft. <br /> Cross Section Of A Mound System Using E = 0 .83 Ft. <br /> A Bed For The Absorption Area G = 0 ,50 Ft. <br /> H = 1 . 00 Ft. <br /> /— /ucesa aa„ Cell Width A = 7 . 0 Ft. <br /> Cell Length B = 85 .7 Ft. <br /> Threaded Pljg Mound Length K = 7 .89 Ft. <br /> L =101.49 Ft. <br /> Lateral Manifold <br /> Mound Width J = 8 Ft. <br /> I = 8 Ft. <br /> W = 23 Ft. <br /> orra,�J/ Observation pipes 14 .29 ft. from each end of cell. <br /> Observation Pipe <br /> Baaae\ K <br /> -------------------------------- <br /> A o <br /> W �..- ----------- -._---n ..--. 1� \Force Main <br /> Distribution Sod Of '10— 2 %_ <br /> Pip, <br /> y Aggregate <br /> Observation Pipe <br /> Plan View Of Mound Using A Bad For The Absorption Area <br />