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r `/ <br /> r January 6,2000 <br /> Job Number. 599329 <br /> Page 6 <br /> r <br /> Based on the results of this study, we believe the soil of the parcel are suitable for a septic <br /> system and]each lines. We believe that due to the size of the parcel, the use of the septic system <br /> ►. will not negatively impact the ground water quality of the area. We recommend the design of the <br /> septic system follow the San Joaquin County"Sewage Standards"criteria. <br /> r VIII. MUTATIONS <br /> The conclusions of this report are based on the information provided regarding the <br /> existing and proposed development, the use of the subject property, and the site conditions as <br /> they existed at the time we excavated our test hole and performed the percolation test. It was <br /> assumed that the test hole and percolation test results are representative of the subsurface <br /> conditions in the general area. <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. ��AgC GAO <br /> �k J. <br /> F(<O�� Very truly yours, <br /> r Q OP IN . 2151 OZ <br /> CERTIFlED NEIL O. ANDERSON & ASSOC., INC. <br /> ENGINEERING <br /> GEOLOGIST Q <br /> 9 °4-Cn— <br /> CAO <br /> �. David Welch,M.Sc., Geologist <br /> �FESSI CEG 2151, CHG 653 <br /> ® AN&e <br /> N416. Ande on, President <br /> RGE <br /> 2 <br /> NOA:djw 4f CA <br /> [s99328.rpt] <br /> r <br /> w1530 <br /> 4 <br /> r s <br /> 0 <br /> r <br />