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6W <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, and 3 are suited for a typical <br />on-site sewage disposal systems. This system should be properly designed and installed <br />according to the current San Joaquin County criteria for standard septic systems. See appendix <br />for design. <br />/Based 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 />r <br />r <br />r <br />k. <br />r <br />r <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 />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 />warranties either expressed or implied. Test findings and statements of professional opinion do <br />not constitute a guarantee or warranty, expressed or implied. <br />60471\Soil Report <br />