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MARION* COUNTY BUILDING INSPECTI <br /> COMMUNI'I~ DEVELOPMENT CENTER <br /> <br /> 285 Church Street NE · Room 132 · Salem, Oregon 97301-3670 <br />Office Hours: 8:00-4:30 · Phone: (503) 588-5147 · 24-HR Inspection Line: (503) 373-4427 <br /> <br />DATE/TIHE <br />TYPE <br />OCCUPANCY <br /> <br /> SITE EVALU~T[ON/SEPTZC PERHZT <br />= ~5/~2/96 1~=54 PERHZT NO : 76-~2416 <br />= SESP STATUS =[SSUED <br />= R-3 ISSUED = ~5/~2/1996 <br /> TO EXPZRE = ~5/~2/~997 <br /> P~M;E 3 <br />deep with thirty-s:[x (~6) inches of clean gravel placed over <br />a fo~[r (4) inch smooth waZ! perforated pipe. The intercep- <br />tor rmst he located at least TWENTY (~0)FT. upstope from ~he <br />d~p~sa! field and mu~t d~scharge through a watertight non- <br />perforated pipe beside or below the dtsposa! field. ~ mtn- <br />~mum separation of ten (~0) feet is required for the se@tic <br />tank ~f the tank is located u~s[ope of the qround~ater in- <br />terceptor and five (5) feet if the.tank ~s ~ownslope of the <br />groundwater interceptor. - <br />[~cate the dra~nf~.~]d ~n the imnediate area of the test <br />p(ts. The slope in this area is marginal for a standard <br />system with a curtain dra~n above t~e systee. Use care ~n <br />laying out the system. Keep the system upslope of the lowest <br />test pit. The area south of the test pits has less slooe and <br />wall require a tile dewatering systemL - <br /> <br /> <br />