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f <br /> 2.4 Discussion of Nitrate Loading Results <br /> 2.4.1 Total Nitrate Impact <br /> Based on the method and assumptions described, the result of the nitrate loading balance <br /> indicates that the proposed development on the proposed parcels should not cause a build up <br /> of nitrates in the aquifer above 14 mg/L-N. <br /> 2.4.2 Methods of Mitigation <br /> Because of the favorable result of the nitrate loading calculation, no mitigation measures are <br /> warranted. <br /> 3.0 CONCLUSIONS AND RECOMMENDATIONS <br /> In summary, percolation rates that meet the minimum EHD standards were achieved in the <br /> proposed septic disposal areas of each of the proposed parcels. The parcels appear suitable for <br /> the use of a standard septic system. <br /> No ground water was encountered in any of the borings drilled on the property drilled to a <br /> depth of eight and a half (8.5) feet. The on-site water well was tested for nitrate and DBCP. <br /> iThe results of these tests are forthcoming. <br /> Because of the favorable result of the nitrate loading calculation, no mitigation measures are <br /> warranted. A standard septic system should be sized to accommodate high flows from the <br /> banquets and daily operations. <br /> 4.0 LIMITATIONS <br /> Our professional services were performed, our findings Obtained, and our conclusions proposed <br /> in accordance with generally accepted engineering principles and practices. This warranty is in <br /> lieu of all other warranties either expressed or implied. Test findings and statements of <br /> professional opinion do not constitute a guarantee or warranty, expressed or implied. <br /> t <br /> i <br /> 902 Industrial Way•Lodi,CA 95240.209.367.3701 •Fax 209.369.4228 C2008Neil 0.Anderson&Associates,Inc <br />