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1 /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 Bruella Sandy Loam and <br /> San Joaquin Loam. Due to this classification and percolation rate, a standard septic system <br /> would be recommended. However, when the final project and uses are defined, a more detailed <br /> analysis and design of the septic system will be required. <br /> J <br /> V6.8 Discussion of Percolation Rates in Relation to the Type, Size and Location 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 parcel is suited for a typical on-site sewage <br /> disposal systems. These systems should be properly designed and installed according to the <br /> current San Joaquin County criteria for standard septic systems. <br /> Ut3ased on the depth to groundwater in the area, and the size of the proposedp arcels, it is our <br /> opinion that the installation of any new proposed septic system, if properly installed, should not <br /> adversely affect the quality of groundwater in the area. A Nitrate Loading System is also being <br /> ' prepared as part of the Zone Reclassification application. <br /> I <br /> 7.0 CONCLUSION SECTION <br /> The conclusions of this report are based on the information provided regarding the proposed <br /> f development, the use of the subject property, and the site conditions as they existed at the time <br /> f we excavated our test hole and performed the percolation tests. It was assumed that the test <br /> holes and percolation tests 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 /> MURp�y F2 <br /> LU <br /> 4 277 J e urphy <br /> 1 siJ 0� C. . 45,277 <br /> ' 2 <br /> sTgT �IUtL <br /> E OF CA�1Fp <br /> s <br /> � I <br /> M <br /> J <br /> � 1 <br /> F, 4 <br /> F <br /> Pc:1085715oi1 suitability Repoli 120308 j <br />