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Plan View and System Cross Section Page 3 of 5 <br /> William & Jacqui Dingmann <br /> -.::illons Per Day 450 Divided by Load Rate 1.00 = 450 Sq. Ft. Cell <br /> Synthetic Covering <br /> ASTM c33 Dislribulion Pipe <br /> Medium Sand <br /> 6" Topsoil' " c <br /> 3 E p <br /> Slope' 0% Bed Of f- 2 is Force Main Plowsd <br /> Aggregate Layer <br /> (6" Below Pipe) <br /> Slope 0% <br /> Cross Section Of A Mound System UsingMound Height D = 1. 33 Ft. <br /> E = 1 . 33 Ft. <br /> A Bed For The Absorption Area F = .80 Ft. <br /> G = 0 .50 Ft. <br /> H = 1. 00 Ft. <br /> Access Box <br /> Cell Width A = 7.0 Ft. <br /> 'Mrs Plug Cell Length B = 64 .3 Ft. <br /> Mound Length K = 9.39 Ft. <br /> �•�•••� m.�raid L = 83.07 Ft. <br /> Mound Width J = 9 Ft. <br /> I = 9 Ft. <br /> Orifices W = 25 Ft. <br /> Observation pipes 10.71 ft. from each end of cell. <br /> L. <br /> j Observation Pip• <br /> •—K <br /> A I o - <br /> rrr rrr rrr_rr., <br /> ..................... <br /> = Force Main <br /> Distribution Bed 01 A•— 2 ae L= <br /> t Aggregate , <br /> Observation Pipe <br /> Pion Vlew Of Mound Using A Bed For The Absorption Area <br />