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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 are suited for a typical on-site sewage disposal <br /> systems. These systems should be properly designed and installed according to the current l <br /> San Joaquin 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 <br /> that the installation of any new proposed septic system, if properly installed, should not adversely <br /> affect the quality of groundwater in the area. <br /> 7.0 CONCLUSION SECTION <br /> t7 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 <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 not <br /> k constitute a guarantee or warranty, expressed or implied. <br /> r; J <br /> hy <br /> ,277 <br /> eR�Fl=ssioN� <br /> VAURP <br /> - - �_ <br /> No. 45277 <br /> ri <br /> sTgr� ! <br /> OF CAL1F <br /> s <br /> i^ <br /> I � <br /> 4 <br /> M YADMI)OCA025%Soil Suitability Report April,2010 <br />