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i � <br /> j Project Name: Raverty Property Page 4 of 4 <br /> Our Project Number: LG5080551 <br /> Date: May 7, 2009 <br /> 2.3.6 Im act of Nitrate Loading to Nearby Water Sources <br /> Since the Site is relatively flat, we do not foresee percolating effluent affecting any surface <br /> water resources. <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 <br /> balance <br /> e <br /> indicates that the proposed development on the proposed parcels should not cause a build up <br /> of nitrates in the aquifer above 10 mg/L-N. <br /> 2.4.2 Methods of Mitigation <br />'f <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 /> The 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 /> Limitations <br /> r� <br /> Limitations as specified in report still apply. �oiFESSI0N <br /> �oe,�s.H.Hp 1/� <br /> NEIL O. ANDERSON&ASSOC., INC, <br /> No.2588 z, <br /> Exp.61D9 <br /> v � � <br /> . . qT <br /> DanierE. Kramer, c. Garret Hubb ri ipal OF GA1-���� <br /> Staff Geology Geotechnical Enginter 2588 <br /> MAY Mpg <br /> 902 Industrial Way•Lodi,CA 95240.209.367.3701 •Fax 209.369.4228 ©2009 Neil 0.Anderson&Associates,Inc. <br />