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V. LIMITATIONS <br /> The findings, opinions, calculations, engineering recommendations and conclusions of this Report are <br /> based upon information from standard engineering and analytical test procedures, contemporary <br /> scientific literature and agency consultations. Information used in these Studies is deemed reliable by <br /> the sources from where it was obtained. Results of the percolation testing should be assumed to only <br /> represent the subsurface conditions encountered in the specific area of testing and not of the entire <br /> subject 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 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 /> Respectfully submitted, <br /> a4Cofessiooa <br /> CHESNEY CONSULTING ��S4o�D cheso�o <br /> No.75479 <br /> ti <br /> s <br /> `a Civl� 1� <br /> Don Chesn y, PE �e Of Caiko'� <br /> Registered Civil Engineer#C75479 <br /> Page -11- <br /> Chesney Consulting <br />