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Shallow <br /> TEST HOLE PERCOLATION RATE <br /> 1 (Unsurveyed Remainder) 36 MIN./IN. <br /> 2 (Parcel 1) 16 MIN./IN. <br /> 3 (Parcel 2) 42 MIN./IN. <br /> �- 4 (Parcel 3) 11 MIN./IN. <br /> 5 (Parcel 4) 10 MIN./IN. <br /> *See Results in Appendix. <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 Finrod Clay Loam. Due to <br /> this classification and percolation rates, a standard septic system would be recommended on <br /> Parcels 1, 2, 3, 4, and the "unsurveyed remainder." <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, 2, 3, 4, and the unsurveyed <br /> remainder" are suited for a typical on-site sewage disposal systems. These systems should be <br /> properly designed and installed according to the current San Joaquin County criteria for standard <br /> septic systems. <br /> Based on the depth to groundwater in the area, and the size of the proposed parcels, 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. <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 /> r 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 /> _ <br /> warranties either expressed or implied. Test findings and statements of professional opinion do <br /> not constitute a antee or warranty, expressed or implied. <br /> QR'JFES l NA <br /> e MUR30-08 <br /> pti�F�c <br /> J h <br /> 1 1P y <br /> sr� �cIVIL P��Q C. . 45,277 <br /> F OF CNO. <br /> L <br /> 4 <br /> r c:\05147Soil Suitability Report 092607 <br />