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Fi controlled environment and transported to Precision Environ-Tech Analytical <br /> Laboratory. Its from'the test can be found in the Appendix. The results did not yield <br /> any reason for concern regarding ground water in the area. It is believed that there <br /> F are no issues regarding any groundwater contamination. <br /> VIII. CONCLUSION <br /> l ' <br /> Based on the results of the percolation tests and the soil profile, it is Dillon & <br /> Murphy's opinion that the existing homesites resulting from the proposed parcel split of <br /> F the subject property are suited for a typical on-site sewage disposal system. The <br /> proposed system however, should be properly designed and installed according to the <br /> F current San Joaquin County criteria. <br /> Based on the depth to ground water in the area, and the size of the proposed <br /> Fparcels, it is our opinion that the installation of any new proposed septic system, if <br /> properly installed, should not adversely affect the quality of ground water in the area. <br /> F, IX. LIMITATIONS <br /> The conclusions of this report are based on the information provided regarding <br /> the proposed development, the use of the subject property, and the site conditions as <br /> Fi they existed at the time we excavated our test holes and performed the percolation <br /> tests. It was assumed that the test hole and percolation tests results are representative <br /> (1 of the subsurface conditions in the general area. <br /> F1 <br /> Our services were performed, our findings obtained, and our conclusions <br /> proposed in accordance with generally accepted engineering principles and practices. <br /> F1This warranty is in lieu of all other warranties either expressed or implied.. Test findings <br /> and statements of professional opinion do not constitute a guarantee or warranty, <br /> expressed or implied. <br /> �o Q�MU,gpf✓'�t DILLON & MURPHY <br /> �� �o y` F2 <br /> F' Ko.452777 <br /> 'EXP 9-30-12 Jo urphy <br /> Ft' <br /> 1iqf rC45,277 <br /> �9 CfVtV <br /> TF OF CA�1`cd <br /> E1 <br /> R <br /> Fill <br /> 3 <br /> F0:10210717921 N.Podesta Lane SOILS REPORT 110503 <br /> - y <br />