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r�2� <br /> VI. LIMITATIONS <br /> The findings, opinions, calculations and conclusions of this Report are based upon information <br /> from standard engineering and analytical test procedures, contemporary scientific literature and <br /> agency consultations. Information used in these Studies is deemed reliable by the sources from <br /> where it was obtained. Results of the percolation testing should be assumed to only represent the <br /> subsurface conditions encountered in the specific area of testing and not of the entire subject <br /> Parcel or other areas that may be allocated for future wastewater disposal. <br /> These Studies are based upon current scientific knowledge to assess factors which are extremely <br /> variable and complex within the environment. Although there are several methods to predict <br /> environmental impact from a septic system, San Joaquin County Environmental Health <br /> Department Onsite Wastewater Treatment System Standards and requirements have been <br /> employed for these purposes, and for this project. Therefore, no guarantee or warranty is <br /> expressed or implied concerning any aspect of this Study, or the prevention of environmental <br /> impact. This Report is not to be used, in whole or in part,by any private or public entity for any <br /> subsequent studies or reporting on the subject property without the expressed written consent of <br /> the author of these Studies. <br /> If there should be any questions regarding the information contained within this Report,please <br /> contact the undersigned. <br /> NLS§ 5.1, SSS§7.1. 4 Iofess <br /> io <br /> Respectfully submitted, tea D. chCIP <br /> 40o es <br /> CHESNEY CONSULTING a No.75879 <br /> s � <br /> / Civil ra <br /> f � <br /> e <br /> Of Califot <br /> Don Chesney, PE <br /> Registered Civil Engin er#C75479 <br /> CA Registered Nitrogen Management Plan Specialist#341829 <br /> Page -12- <br /> Chesney Consulting <br />