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f <br /> Soil Suitability&Nitrate Loading Study Page 12 <br /> Proposed M2 Winery,2900 Peltier Rd,Acampo CA i <br /> Project No, 670.1A <br /> May 28,2013 R <br /> p a <br /> 8.0 CONCLUSIONS AND RECOMMENDATIONS <br /> 8.1 Conclusions <br /> 1. A percolation test performed by Live Oak Geo Environmental, Inc. at the site of the <br /> new septic system. Based on the percolation test results and the soil profile, we <br /> conclude that the shallow soil percolation characteristics are suitable for a standard <br /> design septic sewage system. <br /> 2. The nitrate loading study indicates the proposed new septic system will add an <br /> additional approximately 58 pounds per year. <br /> 3. The nitrate loading study suggests the uppermost groundwater layer in the vicinity of <br /> the Large, future septic system will be receiving a nitrate load approximately 28 Cy� <br /> percent of the allowable MCL limit. <br /> :x: ; , 4 . <br /> 4. The groundwater water well sample contains no detectable DBCP. <br /> 8.2 Recommendations <br /> A r. 4 . <br /> The results of the this investigation suggest that a standard septic design is adequate for the <br /> proposed winery. `:' "1 <br /> 2937 Veneman Ave.,#13240 Geo-Phase Environmental Inc. Phone: (209)569-0293 <br /> Modesto,CA 95356 Fax: (209)569-0295 <br /> it <br />