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A <br /> R <br /> 6.7 Discussion of Any Potential Problems Predicted and/Or the Need for An Engineered or <br /> Alternative Septic System: In this area, the soils are classified as fat clay. Due to this <br /> classification, percolation rates and high ground water, an engineered septic system was <br /> recommended (See Appendix). <br /> 6.$Discussion of Percolation Rates in Relation to the Type, Size and Locatioa�of future <br /> - leach fields at the site: Based on the results of the percolation rates and the soils profile, it is <br /> Dillon&Murphy's opinion that the subject proposed parcels are suited for an engineered sewage <br /> disposal system. This system should be properly designed and installed according'to the current <br /> San Joaquin County criteria for standard septic systems. <br /> It is our opinion that the installation of any new proposed engineered septic system, if properly <br /> installed, should not adverselyaffect ct the quality of groundwater in the area. <br /> + If this property is ever developed beyond the house under construction, an extensive Soils <br /> Suitability Report and Nitrate Loading Study are highly recommended. <br /> 4 <br /> 7.0 CONCLUSION SECTION <br /> The conclusions of this report are based on the information provided regarding the proposed <br /> ' development, the use of the subject property, and the site conditions as they existed at the time <br /> we excavated our test holes and performed the percolation tests. It was assumed that the test <br /> hole and percolation test results are representative of the subsurface conditions in the general <br /> area. <br /> Our services were performed, our findings obtained, and our conclusions proposed in accordance <br /> with generally accepted engineering principles and practices. This warranty is in lieu of all other <br /> warranties either expressed or implied. Test findings and statements of professional opinion do <br /> not constitute a guarantee or warranty, expressed or implied. <br /> Q�p�E551p��I <br /> Quo M RP yF2� <br /> pULJ <br /> LLJ <br /> �l <br /> o Murphy <br /> 45277 R. E. 45277 <br /> h EXP.9-34-e bl <br /> A <br /> OF CAS-�F04' <br /> r' <br /> M <br /> k- r <br /> 4 <br /> CA04181Soi!Report 121305 <br />