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April.25,2001 <br /> Job Number: LG0I-098 <br /> Page 13 <br /> consulted regarding the design.and performance of the engineered septic's stem. <br /> gY <br /> . 3) ' Follow San Joaquin County Public Health Services Sewage Standards where. <br /> applicable. .A minirkum of five. ). F 5 feef se aration between the bottom of.the <br /> FP t . <br /> disposal bed and ground water will be required by this agency. Ground water was <br /> found to be 6:5 feet below the ground surface. <br /> IX.. LIMITATIONS. <br /> The conclusions of this report are based"on the.information provided regarding the <br /> existing and proposed development,the use of the subject property, and the site conditions as _ <br /> they existed at the.time we excavated our test'holes and performed the percolation tests. It was <br /> assumed that the test holes and percolation tesst results are representative of the subsurface <br /> conditions in the general area: . <br /> "Our professional services'we.re performed, our findings obtained, and our conclusions <br /> proposed in accordance with generally accepted engineering principles and practices.; This <br /> warranty is id 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 /> Best Regards, <br /> NEIL O. ANDERSON &ASSOC., INC. <br /> Davi 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 /> . . QPo�EssioN <br /> R�1] GE H.co icrc �P No, 2151]CERTIFIED O� No.59010 -moi m <br /> Exp.6103 <br /> a ENGINEERINGGEOLOGroT- <br /> 'gyp �QQr� �i OF Op,�1CA <br />