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.e <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 filter bed area. <br /> Our report is based upon current scientific knowledge to assess factors which are extremely <br /> variable and complex within the environment. Although there are several methods to design, size <br /> and predict impact from a septic system, San Joaquin County Environmental Health Division <br /> Sewage Standards have been employed for these purposes, and for this project. Therefore, no <br /> guarantee or warranty concerning any aspect of this investigation or design, is expressed or <br /> implied. <br /> We appreciate the opportunity to provide this service for you. If you should have any questions <br /> fi <br /> regarding to the information containV,report, please contact t ed. <br /> GH <br /> Respectfully submitted, tn <br /> No. 04675 a ` �a. 14977 <br /> CHESNEY CONSULTING <br /> Expires: fxp. 3 31 4 <br /> CIVIV4 <br /> �If OF CAA-Xi � <br /> Don Chesney, R.E.A. CAO Harold Callahan, R.C.E. <br /> Registered Environmental Assessor#46 <br /> Civil E.I.T. #96643 <br /> i <br /> i <br /> 1 <br /> j <br /> :7 <br /> 17 <br /> Chesney Consulting <br />