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r�� <br /> V. 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 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. jolessio <br /> 4 oa <br /> Respectfully submitted, <br /> CHESNEY CONSULTING No.75479 <br /> lat., 47 x <br /> s civ'0 <br /> 11-10 '0 <br /> Ca1�E°�� <br /> Don ChAsney, <br /> Registered Civil Engineer#C75479 <br /> Certified Crop Advisor/CA Registered Nitrogen Management Specialist#341829 <br /> Page -10- <br /> Chesney Consulting <br />