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222222 <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 OWTS, 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 <br /> concerning any aspect of this Study, or the prevention of environmental impact. This Report is not <br /> to be used, in whole or in part, by any private or public entity for any subsequent studies or <br /> reporting on the subject property without the expressed written consent of the author of these <br /> Studies. <br /> If there should be any questions regarding the information contained within this Report, please <br /> contact the undersigned. <br /> Respectfully submitted, QRriFESS/p�, <br /> CHESNEY ENGINEERING, INC. y��o�0• Cyfsy��y <br /> a C 75479 <br /> 141A, <br /> Don Chesney, PE ��9TF CIVIC <br /> OF CA1-�F <br /> Registered Civil Engineer C75479 <br /> Page -7- <br /> Chesney Engineering, Inc. <br />