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Mr.Mark Schnabel • . <br /> October 10,2003 <br /> Page 2 <br /> In summary, the percolation tests did not meet the minimum percolation rate prescribed by the <br /> SJC PHS-EHD. We believe that this was due to the fine-grained, cemented soils "hard pan" <br /> which are known to exist throughout the area. It is our opinion that the site is suitable for an <br /> engineered septic system as allowed by the EHD. You will need the approval from the EHD to <br /> proceed with an engineered septic system. <br /> Our professional services were performed, our findings obtained, and our recommendations <br /> proposed in accordance with generally accepted engineering principles and practices. This <br /> warranty is in lieu of all other warranties either expressed or implied. Test findings and <br /> statements of professional opinion do not constitute a guarantee or warranty, expressed or <br /> implied. If you have any questions,please do not hesitate to call. <br /> Best Regards, <br /> NEIL O.ANDERSON &ASSOC.,INC. <br /> —a�Q _�� <br /> Da ' Welch,M.Sc., Senior Geologist <br /> CEG-2151, CHG-653 <br /> DJW/ <br /> D GEO� <br /> Obi <br /> Wp� No. 2151 � a <br /> 2 CERTIFIED <br /> s <br /> ENGINEERING <br /> ST GEOLOGIST �Q <br /> P <br /> OFC <br /> pEgSO1 <br /> - <br /> O�r�A <br />