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Plan View and System Cross Section Page 3 of 10 <br /> James Shearman <br /> Gallons Per Day 450 Divided by Load Rate 1.00 = 450 Sq. Ft. Cell <br /> SYnlhelic Covering <br /> AsvV c3.j' <br /> Medium Sand Dislribulion Pipe <br /> 6" Topsoil H c <br /> F <br /> 3 E 0 <br /> r <br /> Slope 1% Bed Of 2 - Force Main Plowed <br /> Aggregate Layer <br /> (611Below Plpe) <br /> Slope 1% <br /> Mound Height D = 1.33 Ft. <br /> Cross Section Of A Mound System Using E = 1.41 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 = 57 Ft. <br /> Threaded Plug Mound Length K = 9.51 Ft. <br /> Lateral Manifold L = 76.02 Ft. <br /> Mound Width J = 9 Ft. <br /> I = 10 Ft. <br /> OrificesW = 27 Ft. <br /> L Observation pipes 9.50 ftfrom each end of cell. <br /> — <br /> J Observation Pipe <br /> r- -- ---- -�--K <br /> r---------------------------------------- <br /> Ao It W .- - ------------- -------------- o ----- orce Main <br /> Distribution Bed Of ' �— 2 !�_ <br /> t Pipe Aggregate <br /> Observation Pipe <br /> Plan View Of Mound Using A Bed For The Absorption Area <br />