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Soil SuitnhJ,1% &Nitrnle I.mdina Sturh Yapc <br /> Pm"ed Oak Yarm Vinevards Espan.ion,Lodi CA <br /> Pmjeu Noh7t).IC <br /> .lune 17.2013 <br /> 8.0 CONCLUSIONS .VNDRECOMIMENDATIONS <br /> 8.1 Conclusions <br /> 1. A percolation test were performed at the site of the new septic system Based on the <br /> percolation test results and the soil profile. we conclude that the shallow soil <br /> percolation rate is suitable for a"standard design" septic system. <br /> '_. The nitrate loading study indicates the proposed new septic system will add an <br /> additional approximately 76 pounds per year and that the new and existing systems <br /> combined Atli produce about 96 pounds per year <br /> 3 The nitrate loading study suggests the uppermost groundwater layer in the N icinity of <br /> the septic systems will be receiving a nitrate load that does exceed MCL limits <br /> a The groundwater waver well sample contains no detectable DBCp. <br /> 8.2 Recommendations <br /> The results of the this invesngatiion suggest that a standard septic design should be used for <br /> the proposed new septic system. <br /> 2037 Cryan=Ave.. 1132411 Geo-Phare Envirmmmul Inc. Yhata ('U•)l3o`i-+C`)t <br /> hladcsto.CA 953 ti(, Fax. +2(W) <br />