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December 16, 20!02 <br />Job Niuubere LG02-213 <br />1) Art aigineered.scptic system such as an Or+ertoo recpreulatimg send filter system or <br />Microitec ttenimint systan or.other.an cyuivalent system could provide ' <br />adequate nitrate rawval- The Oraiwo and MicroScotic systems are utilized in <br />_Califhfni$ and _San Joaquin County. Tht SIC PlIVEHD is farniliar with their, <br />design artd performance. An effluent level. of about 10 mgn.-N or less far nitrate <br />should be the pen:ferrmance goal. <br />2) The engineeredseptic sy%stcra should 1>C designed for the peak daily flow from <br />375 people which is cstiriiated to occiir on ,Sunday. If a ktitchen is used, 10 <br />gal lorts per person should be assigned (3,750 gpd). If nci kitchwis usdd, 5 <br />(' gallons per person should be assigned (1,875 Wil). Our office carr provide these <br />' dcs4p services for the engineered septic system. <br />3) Follow San Joaquin County Public Health Services Environiricattal Health <br />' Division S4t!w6gc Standards Vi hcia applicable: � <br />LX. E:LNUTA'TIONS <br />The cwndusions of this report are based an the information proAded regarding the. <br />icxisting and proposed neveiopmcnt, the use of.the subject pmpedry, and the site conditions as, <br />thgt existed at the time we excavated our tc.st holes, perforated .the parcxttation tests, and ground <br />water conditions. It was assumed that the test holes, percolation test, and ground water <br />conditions are tepresentative of the subsurface conditions in the gaicnd area. <br />a <br />