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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. <br />Respectfully submitted, <br />CHESNEY CONSULTING <br />Don Chesney, PE <br />Registered Civil Engineer #C75479 <br />CA Registered Nitrogen Management Specialist #341829 <br />9 <br />Chesney Consulting