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�-. Dectniher IG,2002 <br /> .Fob Number_ ["2-213 <br /> i <br /> I) An engincerod.sepriic system such as an Orenco recirculating filtcr"em or <br /> Microscptec treatment system or otheran equivalent system could provide <br /> adequate nitrate removal- The.Oietw*ti and MicroScptic systMin are utilized in <br /> _ CaLfbm' t-'and San Joaquin County. The SIC PlIS/EfII7 is familiar with cheer <br /> design and performwcc. An effluent level of about 10 mgrl,N or less for nitrate <br /> shoisld be the perfe►rmance goal, <br /> ?1 The mgineered septic sy�tcm should be designed for the peak daily flaw fitnn <br /> 375 people which is cstirriated to occur on Sunday, lFa kitchen is used. lQ - <br /> gallorls Per Pe;"on shWauld lac assigned (3,750 gpd). If no kitchen is used, 5 <br /> r <br /> V]1011".per penman should be a_ igneti(1,875 jpd)- Our office can provide these <br /> dcsien services for the enginee:fed septic system. <br /> 3) Fallow San Joaquin County Public Health Services]tinvironmmval Health <br /> t Division Selvage St=dards wbcic applicable. <br /> The wnclvsions of this report are based on- the iriformallmi provided regarding the. <br /> existing and prop scd dcvejopmont,the use of.the subj=pmpedy, and the site eotiditions as <br /> exisled at the tunic we cxeavatUd our-test holes, petfornxc d.the percolation tests;and ground <br /> water conditions. It was assumed that the test hold,percolation test, and groc water <br /> conditions are tepresentative of the subsurface conditions in the general area. <br /> ' flff tf <br /> a <br /> � V <br /> SA4 <br />