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Mr. George Rose <br /> December 19,2001 <br /> Page 4 <br /> greater than 2.0-acres in-size-and therefore satisfy this requirement. We recommend that the San Joaquin <br /> County Public Health Services Environmental Health Divisions's Sewage Standards are followed. <br /> Limitations <br /> The summary and conclusions of this addendum letter are,based on the information provided <br /> regarding the 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 test. It-was assumed that <br /> ..the test holes and percolation test results are.representative of the subsurface conditions iri the general area. <br /> Our professional services were performed,our findings obtained,and our conclusions proposed in <br /> -accordance with generally accepted engineering principles azid practices. This warranty is in lieu of all other <br /> warranties either expressed or implied. Test findings and . statemerits of professional opinion do not <br /> constitute a guarantee or warranty, expressed or,implied. <br /> . . Best regards,'. ; <br /> NEIL O.ANDERSON&ASSOC.,'INC. <br /> " David J. Welch,M.Sc:, Senior Geologist <br /> CEG-2151,CHG-653 <br /> Garret S:H.Hubbart,M.Sc.,Gener anager <br /> Civil Engineer No. 59010 <br /> DJW, GSHH:djw <br /> QQ;pF ES s/O <br /> N. <br /> Q Z <br /> V� J.© �1r0(o <br /> tU Uf d Itx .6103 a <br /> � o . No. 21.51 .� <br /> CERTIFIED pF CALIF�Q�\P <br /> ENGINEERING <br /> (P GEOLOGIST �Q <br /> r .. SSS 0C. P <br />