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Plan View and System Cross Section Page 3 of 5 <br /> Marlys Lehman/Willy Vijums <br /> Gallons Per Day 300 Divided by Load Rate 1.00 300 Sq. Ft. Cell <br /> Synthetic Covsrinq <br /> /4 STN x'3.3 Dislribulion Pipe <br /> Medium Sand <br /> 611 Topsoil, I H G <br /> F <br /> 3 E D <br /> Slope 15% Bed Of 'li- 2 4 Face Main Plowed <br /> A9on- Layer <br /> (6" BeIow Pipe) <br /> Slope 15% <br /> Cross Section Of A Mound System Using Mound Height D = 1.50 Ft. <br /> E = 3 .00 Ft. <br /> A Bed For The Absorption Area F = .80 Ft. <br /> G = 0.50 Ft. <br /> H = 1.00 Ft. <br /> Accen Box <br /> Cell Width A = 10 .0 Ft. <br /> Threaded Plug Cell Length B = 30.0 Ft. <br /> LateralMound Length K = 12 . 15 Ft. <br /> Manifold L = 54.30 Ft. <br /> Mound Width J = 6 Ft. <br /> I = 24 Ft. <br /> Or1fi W = 40 Ft. <br /> 6.' Observation pipes 5.00 ft. from each end of cell. <br /> L <br /> - -a J <br /> j Observation Pipe <br /> K <br /> --------------- ---------..._--- — , <br /> A I- ---- o- - -- - - - - !! _ <br /> W �-- -- ------------- - ...............---.---.1 Force Main <br /> 7:Z <br /> e_---J <br /> Distribution 01 A 2 �_ <br /> PIRe <br /> t Aggregate <br /> Observation Pipe <br /> Plan View Of Mound Using A Bed For The Absorption Area <br /> REVISED <br />