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6.8 Discussion of Percolation Rates in Relation to the Type, Size and Location of future <br /> leach fields at t site: Based on 'percolation rates and the soils profile, it is <br /> Dillon 7acclordingYb-the-currer�t <br /> 's ion that the subject propo_ d Parcel 1 and the "Designated Remainder" are <br /> suited fl o' -site sewage disposal systems. These systems should be properly designed and <br /> installe 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 /> 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 /> QpoF€SS/OV, <br /> �o MU qt <br /> _ hie �p y� Fmk n <br /> M, <br /> _ cc 277 `" " J e M by <br /> EXP.9-30-1� ji1 *i C. . 45277 <br /> _ &N 0lV11- <br /> OF <br /> It-OF CA��F� <br /> 4 <br /> Y:\DMDDC\2011\1135\SS STUDY 092711 APN 288 130 22.doo <br /> Y:\DMD0C\2011\1135\SS STUDY 092711 APN 288 130 22.doc <br />