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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 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 <br />not 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 />NLS§ 5.1, SSS§ 7.1. 4tofe <br />Respectfully submitted, <br />CHESNEY CONSULTING <br />No. 7.5479 <br />Ufa civil otro <br />to <br />Of Calif°t <br />Don Chesney, *PPE <br />Registered Civil Engineer #C75479 <br />Page -8- <br />Chesney Consulting <br />