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VI. 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 Svstem 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. 4iofessio' l <br />o '0' Cher a F <br />Respectfully submitted, o <br />CHESNEY CONSULTING <br />No. 7S479 coo <br />CL � <br />ti <br />S`ar Ci v i1 Oma <br />e of Calito� <br />Don Che ey, PE <br />Registered Civil Engine r #C75479 <br />CA Registered Nitrogen Management Specialist #341829 <br />I <br />Page -11- <br />Chesney Consulting <br />