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L <br /> L October 23, 2006 <br /> /NOA Project Number: E06103A <br /> 6.8 Discussion of Septic System Sizing <br /> Septic System Construction and sizing should follow the San Joaquin County On-Site Wastewater <br /> Disposal Standards where applicable. <br /> jl V7.0 CONCLUSIONS <br /> In summary, a satisfactory percolation rate of the soil was achieved in the proposed septic disposal <br /> area on the site for Parcel two. The parcel appears to be suitable for a standard septic system using <br /> leach lines and seepage pits in accordance with EHD requirements. Parcel one to the east of Parcel <br /> two appears suitable for a use of an engineered septic system. Our office has be contracted by the <br /> Lclient to prepare engineered septic system designs.The designs are attached. <br /> No ground water was encountered in any of the borings drilled on the property. No functioning well <br /> exists on the site. <br /> V �8.0 LIMITATIONS <br /> Ir The conclusions of this report are based on the information provided regarding the existing and <br /> proposed development, the use of the subject property, and the site conditions as they existed at the <br /> time we excavated our test holes and performed the percolation tests. It was assumed that the test <br /> holes and percolation test results are representative of the subsurface conditions in the general area. <br /> Our professional services were performed, our findings obtained,and our conclusions proposed in <br /> accordance with generally accepted engineering principles and practices. This warranty is in lieu of <br /> all other warranties either expressed or implied. Test findings and statements of professional <br /> opinion do not constitute a guarantee or warranty, expressed or implied. <br /> NEIL O.ANDERSON&ASSOCIATES,INC. <br /> Nanc} R. I mer,—B.A. avtd Welch,Principal Geologist <br /> Staff cien ' t CEG-2151, CHG-653,PGP-1049 <br /> { <br /> ,xo AL GFS' <br /> 0 4� DAVID J.WELCH <br /> * N0.2151 <br /> CEWEEO <br /> ENGINEERNG <br /> GEOLOGIST <br /> } 8 '404 <br /> L <br />