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r � 7 <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 Parcel <br /> 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 an onsite wastewater treatment system, San Joaquin County <br /> Environmental Health Department Onsite Wastewater Treatment System Standards and <br /> requirements have been employed for these purposes, and for this project. Therefore, no guarantee <br /> or warranty is expressed or implied concerning any aspect of this Study, or the prevention of <br /> adverse environmental impact. This Report is not to be used, in whole or in part, by any private or <br /> public entity for any subsequent studies or reporting on the subject property without the expressed <br /> written consent of 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. <br /> Respectfully submitted, tofessio <br /> CHESNEY CONSULTING �s�'ao V. Che <br /> C43 <br /> q "� ag. <br /> b <br /> No.75,179 n <br /> ya ^1 <br /> fr Clvlx <br /> Don Ch sney, PE afe of Ca1�{�S9 <br /> Registered Civil Engineer#C75479 <br /> CA Certified Crop Advisor and Registered Nitrogen Management Specialist#341829 <br /> i <br /> Page -12- <br /> Chesney Consulting <br />