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r5�7 <br /> v. 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 or other areas <br /> 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 Department <br /> Onsite Wastewater Treatment System Standards and requirements have been employed for these <br /> purposes, and for this project. Therefore, no guarantee or warranty is expressed or implied concerning <br /> any aspect of this Study, or the prevention of environmental impact. This Report is not to be used, in <br /> whole or in part,by any private or public entity for any subsequent studies or reporting on the subject <br /> property without the expressed written consent of the author of these Studies. <br /> If there should be any questions regarding the information contained within this Report,please contact <br /> the undersigned. <br /> NLS§5.1, SSS§7.1. <br /> QTofessio <br /> Respectfully submitted, wS�aor D s4a <br /> CHESNEY CONSULTING a No.75479 <br /> Civil <br /> e of Califon <br /> Don Chesey, PE <br /> Registered Civil Engineer#C75479 <br /> CA Registered Nitrogen Management Specialist#341829 <br /> i <br /> Page -10- <br /> Chesney Consulting <br />