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I <br /> I <br /> I <br /> Cross-section of an In-ground Component Cell <br /> i <br /> Slope % = a <br /> I Finished Grade = Z.e <br /> Observation Pipe <br /> 17 <br /> Natural Grade = 9s 7 <br /> Finished Grade <br /> Lateral Elev. — 93 s3 f. ' 'i �.k Natural Grade = 9s.7 <br /> Geotextile Fabric <br /> System Elev.= %, 7 <br /> 1 <br /> i <br /> C Treatme:x and'. <br /> is ersai <br /> Nonpressurized perforated drain piping shall conform ro one of the stand rds listed in Table 8-1.30 <br /> Geotextile Fabric to meet Comm 84.30(6)(g), Wis Adm.Code Requirem nts <br /> Stone Aggregate to meet Comm 84,30(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 /> I <br /> Two observation/vent pipes to be provided per cell <br /> I <br /> i <br /> i <br /> `CJI ri Slate <br /> i <br /> i <br /> KLi <br /> i <br />