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FTheITATIONS <br /> , opinions, conclusions and design criteria expressed in this report are based upon <br /> from standard engineering data and analytical test procedures, contemporary scientific <br /> d agency 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 /> I <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 /> aumy 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 /> �f£SSIp <br /> M <br /> CHESNEY CONSULTING " <br /> ¢ .444 <br /> o` tL <br /> Erb. 3-3It3S <br /> Clvty <br /> WQ"/Ey�lAr Expires: if :1?S * - R�'OF CAUF�4 .. <br /> s)�I Don Chesney, R.E.A. v.* CALLF Harold Callahan, R.C.E. <br /> Registered Environmental Assessor 94675 <br /> Civil E.I.T. #XE96643 <br /> I <br /> Page -10- <br /> �_ -- <br /> Chesney Consulriur <br />