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FThefindings, <br /> TATIONS <br /> inions, conclusions and design criteria expressed in this report are based upon <br /> m standard engineering data and analytical test procedures, contemporary scientific <br /> gency consultations. Information in this report is deemed reliable by the sources <br /> from where it was obtained. Results of the percolation testing should be assumed to only represent <br /> the subsurface conditions encountered in the specific area of testing and not necessarily of the entire <br /> area allocated for future wastewater disposal. <br /> Our report is based upon current scientific knowledge to assess factors which are extremely variable <br /> and complex within the environment. Although there are several methods to design, size and <br /> predict impact from septic systems, San Joaquin County Environmental Health Division Sewage <br /> Standards, federal and state publications and information from the scientific literature have been <br /> employed for these purposes, and for this project. Therefore, no guarantee or warranty concerning <br /> any aspect of this investigation or design criteria is expressed or implied. <br /> We appreciate the opportunity to provide this service for you. If there should be any questions <br /> regarding the information contained in this report, please contact the.undersigned. <br /> Respectfully submitted, <br /> Ft4FfS;7CN„t� <br /> CHESNEY CONSULTIN . ££`i"'nh �'�i <br /> V` �. o ,sN q <br /> 7 • U ti� No. 14677 <br /> n NoExp. Mlosg <br /> * rTy CIVIL ��,�P ✓ <br /> Expires: i 3o•a.r SOF C&A <br /> IFO c <br /> CA ✓ <br /> Don Chesney, R.E.A. OP Harold Callahan,R.C.E. <br /> Registered Environmental Assessor 44675 <br /> Civil E.I.T. #XE96643 <br /> LL�- <br /> Page-10 �Ji <br /> - <br /> Chesney Consulting <br />