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F.. <br /> f <br /> 6.8 Discussion of Percolation Rates in Relation to the Type, Size and Location of future leach fields <br /> at the site: Based on the results of the percolation rates and the soils profile, it is Dillon&Murphy's <br /> li opinion that the subject proposed parcels 1, 2, and 3 are suited for a typical on-site sewage disposal <br /> systems. These systems should be properly designed and installed according to the current San Joaquin <br /> County criteria for standard septic systems. <br /> F <br /> Based on the depth to groundwater in the area, and the size of the proposed parcels, it is our opinion t <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 /> 7.0 CONCLUSION SECTION <br /> �k <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 we <br /> F; excavated our test holes and performed the percolation tests. It was assumed that the test holes and <br /> f <br /> # percolation tests results are representative of subsurface conditions in the general area. <br /> I1 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 lieu of all other warranties <br /> either expressed or implied. Test findings and statements of professional opinion do not constitute a <br /> guarantee or warranty, expressed or implied. <br /> k � <br /> tAufj - --MIA <br /> tR.C . <br /> 277 <br /> 77 <br /> OF 0 A�1F <br /> F <br /> F411 <br /> F <br /> i <br /> 4.. <br /> 4 <br /> Ii <br /> F <br /> I i <br /> 11 c:108501Soil Suitability Report November,2008 <br /> I <br />