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6.7 Discussion of Any Potential tent><al Problems Predicted and/or the Need for An Engineered or <br /> Alternative Septic System: In this area, the soils are classified as Keyes-Redding Complex and <br /> Redding Gravelly Loam. (See report prepared by Neil O. Anderson &Associates.) <br /> 6.8 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 parcels 1 and 3 are suited for a typical on- <br /> site sewage disposal systems. Parcels 2 and 4 are suitable for an engineered septic system. (See <br /> report prepared by Neil O. Anderson &Associates.)These systems should be properly designed <br /> and installed according to the current San Joaquin County criteria for standard septic systems. <br /> Based on the depth to groundwater in the area, and the size of the proposed parcels, it is our opinion <br /> that the installation of any new proposed septic system, if properly installed, should not adversely <br /> affect the quality of groundwater in the area. <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 holes <br /> and percolation tests results are representative of the subsurface conditions in the general 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 /> or.E. <br /> rphy <br /> pR0FESS1�N- R45,277 <br /> M��p�y�2 I <br /> 1 . <br /> � r JuJ <br /> No X46077 <br /> * EJP.9-30-1 p qtr <br /> CPr CIV1l P s <br /> qTF OF C <br /> 4 <br /> cA0656Soil Suitability Report 110608 <br />