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VI. LIMITATIONS <br /> The findings, opinions, conclusions and design criteria expressed in this report are based upon <br /> information from standard engineering data and analytical test procedures, contemporary scientific <br /> literature and agency consultations. Information in this report is deemed reliable by the sources <br /> from where it was obtained. Results of the percolation testing should be assumed to only represent <br /> the subsurface conditions encountered in the specific area of testing and not necessarily of the entire <br /> area allocated for future wastewater disposal. <br /> Our 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 design, size and <br /> predict impact from septic systems, San Joaquin County Environmental Health Division Sewage <br /> Standards, federal and state publications and information from the scientific literature have been <br /> employed for these purposes, and for this project. Therefore, no guarantee or warranty concerning <br /> any aspect of this investigation or design criteria is expressed or implied. <br /> We appreciate the opportunity to provide this service for you. If there should be any questions <br /> regarding the information contained in this report,please contact the undersigned. <br /> Respectfully submitted, <br /> o EavtRoti•y�.M�s <br /> CHESNEY CONSULTING ���� v Cy`rsy <br /> u � <br /> z No. 04675 <br /> « Expires: d1f.os <br /> 9�F of CALI fo <br /> Don Chesney, R.E.A.- <br /> Registered Environmental Assessor#4675 <br /> Page -10- <br /> Chesney Consulting <br />