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Plan View and System Cross Section Page. 3 of 6 <br /> Jeffrey & Robin Sventek <br /> Gallons Per Day 750 Divided by Load Rate 1.00 = 750 Sq. Ft. Cell <br /> Observation pipe <br /> Distribution cc (tYp'y <br /> Nil-) G H G Cap <br /> Fill material <br /> '�. <br /> [� D <br /> ' 4 <br /> kf <br /> Slope 046 <br /> Tilled area <br /> pe <br /> ope 0% veV NfW CELL <br /> ilk situ soil Mound Height D = 1..33 Ft. <br /> E 1.33 Ft. <br /> Ne <br /> F , .80 Ft. <br /> /H = 1.00 Ft. <br /> i <br /> Cell Woth A = 16.0'---F-'t, :;2 cCtLS <br /> Cell Length;B = 46.9 Ft. <br /> ccess Box Mound Length = 1.31 Ft. <br /> JI Ft. <br /> �1 T ceded Plo Mound Width J = Ft. <br /> 9 Manifold i = 2 ka <br /> W - 75 rJ Ft. <br /> � Observatio pipes 1.0 ft. <br /> orifice` s�J/ from ch end of cell. <br /> y Observation Pipe <br /> r-- -� �=--- ---- K <br /> q <br /> W �--- --tD1s1r1:bu07n ' <br /> ------------------- I Forc• Main\ Bid Ot2P <br /> -t Aggregate <br /> Obro r ation Pipe <br /> 2927965 <br /> Plan ViOw Of Mound Using A Bad For The Absorption Area <br />