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l <br /> V. LIMITATIONS <br /> The findings, opinions and conclusions of this report are based upon information from standard <br /> engineering.and analytical test procedures, contemporary scientific literature and agency <br /> consultations. Information in this report is deemed reliable by the sources from where it was <br /> obtained. Results of the percolation testing should be assumed to only represent the subsurface <br /> conditions encountered in the specific area of testing and not of the entire proposed leachfield <br /> area. <br /> Our report is based upon current scientific knowledge to assess factors which are extremely j <br /> !, variable and complex within the environment. Although there are several methods to design, <br /> size and predict impact from a septic system, San Joaquin County Environmental Health <br /> Division Sewage Standards have been employed for these purposes, and for this project. <br /> Therefore, no guarantee or warranty concerning any aspect of this investigation or design, is <br /> expressed or implied. <br /> We appreciate the opportunity to provide this service for you. If you should have any questions <br /> regarding to the information contained within this report, please contact the undersigned. <br /> Respectfully submitted, <br /> 0. Cy <br /> CHESNEY CONSULTING <br /> 4 No. 04875 r <br /> Expires: ie c <br /> Don Chesn , R.E.A. <br /> irom �' F°a <br /> Registered EnvA #4675 o� CaL3 <br /> ` <br /> i. <br /> I� <br /> i <br /> 11 <br /> Chesney Consulting <br />