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V. LIMITATIONS <br /> The findings, opinions, calculations and conclusions of this Report are based upon infor7from <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 /> Sewage Standards and requirements have been employed for these purposes, and for this project. <br /> Therefore, no guarantee or warranty is expressed or implied concerning any aspect of this Study, or the <br /> prevention of environmental impact. This Report is not to be used, in whole or in part, by any private <br /> or public entity for any subsequent studies or reporting on the subject property without the expressed <br /> 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, a4tofessio <br /> Cae�°a� <br /> CHESNEY CONSULTING <br /> .o <br /> No.75479 <br /> s <br /> eaCivil <br /> re Of Calit <br /> Don Chesney, PE7 <br /> Registered Civil Engineer#C75479 <br /> I <br /> Page -11- <br /> Chesney Consulting <br />