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Since the shallow subsurface soils on the property consist of fine sands and clays, anaerobic <br /> conditions may prevail over time which may slightly decrease the expectant life of a septic system. <br /> In addition, soil moisture content of the subsurface soils will play an important role in septic system <br /> operational capacity. For example, if heavy rains are experienced at any given time, subsurface soil <br /> moisture content will increase, thus potentially decreasing permeability. <br /> In unsewered areas and/or areas that have been, or currently are under agricultural production, it is <br /> highly recommended that bottled water be used for drinking and cooking purposes. <br /> LIMITATIONS <br /> The findings, testing, opinions 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 in this report 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 location of testing as denoted on the Tentative Map, and not of <br /> the entire two proposed Parcels. <br /> This report is based upon current scientific knowledge to assess factors which are extremely variable <br /> and complex within the environment. San Joaquin County Environmental Health Department <br /> Sewage Standards have been employed for the purpose of preparing this study. Therefore, no <br /> guarantee or warranty is expressed or implied concerning any aspect of this investigation, the <br /> prevention of environmental impact, or related issues. <br /> The opportunity to provide this service for you is appreciated. If there should be any questions <br /> regarding the information contained within this report, please contact the undersigned. <br /> Respectfully submitted, <br /> a4tofessf048 <br /> % (§>/.1) CHESNEY CONSULTING �t�oo�. Cb141 o <br /> �u <br /> No.71;479 0. <br /> Don Chesney, PEa Civil .+ <br /> Registered Civil Eng' eer 4C75479 re°f CatitoS� <br /> Page -5- <br />