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August 3, 2004 <br /> NOA Project Number: E0408 1A <br /> Page 15 <br /> /8.0 CONCLUSIONS AND RECOMMENDATIONS <br /> A satisfactory percolation rate was achieved on the parcel. The soils are suitable for a standard <br /> septic system. We would reraturn l rh »se of a filter bed to mitigate the rapid percolation <br /> pte—The nitrate loading balance was performed based on the assumptions used in this report <br /> and the assumptions of the Hantzshe & Finnemore equation. The analysis indicates that uses <br /> associated with the proposed project will not cause a long term buildup of nitrates above 10 <br /> mg/L-N in the ground water. Our recommendations for the project are as follows: <br /> Follow the San Joaquin County Sewage Standards where required. Utilize a filter bed septic <br /> system where additional or replacement system is needed. <br /> 9.0 LIMITATIONS <br /> Our professional services were performed, our findings obtained, and our conclusions <br /> proposed in accordance with generally accepted engineering principles and practices. This <br /> warranty is in lieu of all other warranties either expressed or implied. Test findings and <br /> statements of professional opinion do not constitute a guarantee or warranty, expressed or <br /> implied. <br /> Best Regards, <br /> NEIL O. ANDERSON & ASSOC., INC. <br /> Abigail acco, B.A. <br /> Project Manager <br /> 1Z 4) No. 2151 � N <br /> David J. Welch, M.Sc., Senior Geologist • CERTIFIED --i <br /> CEG-2151, CHG-653, GP-1049 ENGINEERING <br /> NA GEOLOGIST \Q <br /> CAL�FC <br /> 15 <br />