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If <br /> I <br /> i <br /> II <br /> ; <br /> Cross-section of an In-ground Component Cell <br /> i <br /> Slope % = 30 <br /> Finished Grade = y7 s <br /> OObservation Pipe <br /> 17 <br /> Natural Grade = y7. 3 Finished Grade <br /> 1 Natural Grade = fss. <br /> Lateral Elev. = 93•S. '. 1. 1 <br /> F-�=1 Geotextiie Fabric <br /> System Elev.= fid. 7 <br /> reatt :�t aaid'l�ispersat Zone <br /> f SII <br /> Nonpressurized perforated drain piping shall conform w one of the standards listed in Tabie <br /> Geotextile Fabric to meet Comm 84.30(6)(g), Wis Adm.Code Requirements <br /> Stone Aggregate to meet Comm 8.1.30(6)(i), Wis Adm. Code Requirements <br /> Minimum of 12" of aggregate to include 2" over the top of distribution pipe. <br /> Minimum of 12" of cover over top distribution cell <br /> Two observation vent pipes to be provided per cell <br /> �I <br /> N�)t Tj Scale <br />