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E <br /> Diana Speare � ,E <br /> July 18,2001 <br /> Page 3 <br /> Attached as Plates 1-5 are the worksheets showing the calculation for the site with the <br /> second dwelling unit consisting of three(3) additional persons occupying the site. Based on the <br /> analysis, the second dwelling unit will not cause a buildup above 10 mg/L-N within ground <br /> water. This is mainly due to the relative Iarge size of the parcels and the rainfall infiltration. <br /> Limitations <br /> Our professional services were performed,our findings obtained, and our conclusions <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: <br /> 'E <br /> Best Regards; <br /> NEIL O. ANDERSON &.ASSOC., INC. <br /> r <br /> David J. Welch, M.Sc., Senior Geologist Garret S.H_ Hubbart, M.Sc., Project Manager <br /> CEG-2151, CHG-653 Civil Engineer No. 59010 <br /> DJW,GSHH:djw <br /> cc: Mr. Mike Huggins, San Joaquin County PHS-EHD <br /> D QUO <br /> 3. IVFp QP()FESS/ <br /> H. <br /> Q� 0. 2151 �_ 1P2�O�Gr�s Ge �y <br /> CERTIFIED y 0= <br /> ENGINEERING `50.59¢ 1 m <br /> GEOLOGIST �Q � � Exp.6103 g <br /> d <br /> • - �OFCA�-IFS " <br /> it .. <br /> M <br /> d <br /> f <br />