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V6.8 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 /> opinion that the subject proposed parcels 1 and 2 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 /> ■- Based on the depth to groundwater in the area, and the size of the proposed parcels, it 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 /> 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 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 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 /> QROFESSIO \ <br /> e tAURpy�FJ Murphy <br /> E. 45,277 <br /> W � <br /> 0. <br /> * ER0-08 <br /> L sT9� CIV%F���\P <br /> OF CA�� <br /> L <br /> L <br /> L <br /> L <br /> 4 <br /> L <br /> Lc:\0799\Soil Suitability Report 032008 <br />