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s Mr.'George Rose lam. <br /> April 12,2001 <br /> Page 3 <br /> Summary <br /> After a,review ofprevious woik,conductied at the site and work completed during this effort,we have. <br /> concluded that the new parcels are suitable for use with a septic system using leach,linesand seepage pits. ' <br /> The soil-suitability/nitrate loading study,dated October.12,2000 and-addendum letter,dated November 27, <br /> 2000 indicate a development density of 2.0 acres or greater is suitable for the area and will not cause a build. <br /> up of nitrates in the ground water above safe drinking water levels established-by the Environmental <br /> Protection Agendy (EPA). We recommend that the.San Joaquin County Public Health Services Sewage <br /> 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 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 all other <br /> warranties either'expressed or implied. _ Test findings and' statements of professional opinion do not <br /> constitute a guarantee or warranty, expressed or implied. <br /> D GF�� r <br /> Best'regards, <br /> Q No'21Si .y <br /> CERTIFIED NEIL O.ANDERSON&ASSOC:;INC: i <br /> ENGINEERING, <br /> cP� GEOLOGIST <br /> -. David J.Welch,M.Sc., Senior.Geologist <br /> CEG-215 1, CHG-653 <br /> Garret S.H.Hubbart,M.S. C. <br /> Civil Engineer No. 59010 <br /> DJW,GSHH:djw <br /> cc: Mr- Rodney Estrada Q¢OfES31p� <br /> H. <br /> i� No._ 0: y <br /> OFCpuCA <br /> a <br /> r <br />