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I <br /> I <br /> Cross-section of an In-ground Component Cell <br /> i <br /> Slope % = 3 <br /> i <br /> Finished Grade = 9s.0 <br /> Observation Pipe <br /> Natural Grade = . 4 s 0 Finished Grade = <br /> Lateral Elev. = 9�r• �3 Natural Grade = 9y. y <br /> Geotextile Fabric <br /> System Elev.= 9A. o <br /> I <br /> i <br /> Treatment and 1�is5ersaiozre' .1 <br /> j <br /> Nonpressurized perforated drain piping shall conform to one of the standards listed in Table 84.30-! <br /> Geotextile Fabric to meet Comm 84.30(6)(-), Wis Adm.Code Requirements <br /> Stone Aggregate to meet Comm 8430 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 /> Nut To Scale <br /> xc;r uw <br />