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VI. LIMITATIONS <br /> The findings, opinions, calculations and conclusions of this report are based upon information from <br /> standard engineering and analytical test procedures, contemporary scientific literature and agency <br /> consultations. Information used in these studies 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 subject Parcel. <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 is expressed or implied concerning any aspect of this report and <br /> investigation, or for the prevention of environmental impact. This report is not to be used, in whole or <br /> in part, by any private or public entity for any subsequent studies or reporting on the subject property <br /> without the expressed written consent of the author of these studies. <br /> The opportunity to provide this service is appreciated. If there should be any questions regarding to <br /> the information contained within this report, please contact the undersigned. <br /> NLS§(5.1, SSS§ 7Y!/ <br /> Respectfully submitted, <br /> CHESNEY CONSULTING 4t�oo ip eCh / <br /> a <br /> m No,75479 <br /> Don Cheney, PEs�8t Civil 'o.° <br /> Registered Civil Engineer C75479 "Of Ca" o <br /> 9 <br />