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Mr.George Rose <br /> April 12',2001 , <br /> Page 3 <br /> Summa <br /> Aftera review ofprevious work conducfed-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-linesandseepage 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 Agency (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 inforrhation 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-hoies 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 eitherexpressed or implied: Test findings and, statements of professional opinion do-not <br /> constitute a guarantee or warranty, expressed or implied. <br /> Best regards, <br /> Q No. 2151 y <br /> CERTIFIED NEIL O.ANDERSON 8c ASSOC. INC.. <br /> ENGINEERING. <br /> GEOLOGIST <br /> . David J.Welch,MSc., Senior Geologist <br /> CEG-2151,CHG-653 . <br /> Garret S.H.Hubbart,M.Sc.: <br /> Civil Engineer No. 59010 <br /> DJW,GSHH:djw <br /> cc: Mr.Rodney Estrada <br /> H:yG� <br /> c� No. 0-1 1 <br /> ExIi.,6/03 <br /> OF CAU� _ <br />