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l - 6.8 Discussion of Percolation Rates in Relation to the Type, Size and Location of future leach <br /> fields at tl'e 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 (4r.9) <br />! disposal systems. This system should be properly designed and installed according g to the current <br /> San Joaquin County criteria for standard septic systems. <br /> Based on the depth to groundwater in the area and the size of the <br /> .. proposed parcels, rt is our opinion that <br /> the installation of any new proposed septic system, if properly installed, should not adversely affect the <br /> quality of groundwater in the area. <br /> [4: <br /> 7.0 CONCLUSION SECTION <br /> The conclusions sof this report are based <br /> p 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 we <br /> excavated our test holes and performed the percolation tests. It was assumed that the test holes and <br /> 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 with <br /> generally accepted engineering principles and practices. This warranty is in Iieu of all other warranties <br /> either expressed or implied. Test findings and statements of professional opinion do not constitute a ' <br /> F guarantee or warranty, expressed or implied. <br /> . pp,OFFSSJO Joe by <br /> MU F�� R. 45,277 <br /> 7 <br /> �!r -30-OkO �k <br /> ;sF4' T9� �'1�11- <br /> i <br /> k . I <br /> i <br /> F! <br /> I <br /> F a 4 <br /> 4 <br /> cA02651Soi1 Report 0308 <br />