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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 proposed mound system <br /> area to serve the Southwinds Church. The specific design components for the Church's domestic <br /> wastewater disposal system are subject to change at any time. <br /> This 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 size and <br /> predict environmental impact from a septic system, San Joaquin County Environmental Health <br /> Department Sewage Standards and requirements have been employed for these purposes, and for <br /> this project. Therefore, no guarantee or warranty concerning any aspect of this investigation, is <br /> expressed or implied. <br /> The opportunity to provide this service for you is appreciated. If there should be any questions <br /> regarding to the information contained within this report,please contact the undersigned. <br /> NLS§ 5.1,SSS§ 7.1. <br /> Respectfully submitted, Qtofessio*41 <br /> bJESNEY CONSULTING �c°a°o D' Cher*11t+ <br /> � U No.25479 <br /> Don Ch ney, PE saC;vit ,It, <br /> Registered Civil En weer C75479 to Of Califf°t9 <br /> � 18 <br /> Chesney Consulting <br />