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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 consultations. <br /> Information in this report is deemed reliable by the sources from where it was obtained. Results of the <br /> percolation testing should be assumed to only represent the subsurface conditions encountered in the <br /> specific area of testing and not of the entire disposal area. <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 predict environmental <br /> impact from a septic system, San Joaquin County Environmental Health Department Sewage <br /> Standards and requirements have been employed for these purposes, and for this project. Therefore, <br /> no guarantee or warranty concerning any aspect of this investigation, is 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 /> NL 5:1 SS 7.1. <br /> R6s�ly s ed, otaaaio <br /> CHESNEY CONSULTING <br /> No.75479 <br /> 8tp.Jame 30.2011 ' <br /> Civtt ;e <br /> Don Cheley, P.E.,R A. <br /> of CsUti°44 <br /> Registered Civil Engineer#C75479 <br /> Registered Environmental Assessor#4675 <br /> 11 <br /> C"Wey conuddas <br />