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VI. 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 effluent disposal area. The <br /> specific design components for the Church's domestic wastewater disposal system are subject to <br /> change at any time. <br /> This 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 size and predict <br /> environmental impact from a septic system, San Joaquin County Environmental Health Department <br /> Sewage Standards and requirements have been employed for these purposes, and for this project. <br /> Therefore, no guarantee or warranty concerning any aspect of these Studies, is expressed or implied. <br /> If there should be any questions regarding the information contained within this report, please <br /> contact the undersigned: <br /> NLS§ 5.1;SSS§7.1. 4Tofessioo <br /> Respectfully submitted �a�9. Cb 4,a, <br /> CHEESNEY CONSULTING e <br /> No.75479 cpo <br /> Don Chesney, PE �'aa Civil <br /> of Cal' <br /> Registered Civil Engineer C75479 <br /> 11 <br />