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6.7 Discussion of Any Potential Problems Predicted and/Or the Need for An Engineered or Alternative Septic System: In this area,the soils are classified as Guard Clay Loam, Ringe Muck, / Ryde Clay Loam. Permeability in the Ringe Muck is rapid, in the Ryde Clay Loam it is moderately slowFgmee a uard Clay Loam i ' w. Due to these classifications, and the depth to groundwater, an red septic system is recommen e . 6.8 Discussion of Percolation Rates in Relation to the Type, Size and Location of future leach fields at the site: Based on the soils profile, it is Dillon&Murphy's opinion that the proposed project is suited for a engineered sewage disposal systems. The system should be properly designed and installed according to the current San Joaquin County criteria for standard septic systems. It is our opinion that the installation of any new proposed septic system, if properly installed, should not adversely affect the quality of groundwater in the area. 7.0 CONCLUSION SECTION The conclusions of this report are based on the information provided regarding the proposed development,the use of the subject property, and the site conditions as they existed at the time we excavated our test hole and performed the percolation test. It was assumed that the test hole and percolation test results are representative of the subsurface conditions in the general area. Our services were performed, our findings obtained, and our conclusions proposed in accordance with generally accepted engineering principles and practices. This warranty is in lieu of all other _ warranties either expressed or implied. Test findings and statements of professional opinion do not constitute a guarantee or warranty, expressed or implied. 1 D Joe Murphy R�C.E. 45277 QVoFESS/py MURPyv F2 UJ rM UJ rn'. ,f ooa�-a0-fir' r 4 �. YADMI13=201 1\1 159\SW DEC 2011