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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 Onsite <br /> Wastewater Treatment System Standards and requirements have been employed for these purposes, <br /> and for this project. Therefore, no guarantee or warranty is expressed or implied concerning any <br /> aspect of this report and investigation, or for the prevention of environmental impact. This report is <br /> not to be used, in whole or in part, by any private or public entity for any subsequent studies or <br /> reporting without the expressed written consent of the author of these studies. <br /> If there should be any questions regarding to the information contained within this report, please <br /> contact the undersigned. <br /> NLS§ 5.1, SSS§ 7.1. 4i°fessiop <br /> Respectfully submitted, et aD. <br /> CHESNEY CONSULTING <br /> No.75,179 <br /> �ee Civil oma <br /> to C °S <br /> Don Chesney, PE <br /> Registered Civil E °f ale <br /> Engin #C75479 <br /> CA Registered Nitrogen Management Specialist#341829 <br /> i <br /> 9 <br /> Chesney Consulting <br />