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l� <br /> It is my understanding that a Cemetery may be constructed south of the subject property, which <br /> will be upgradient to all or part of the subject property. There have been studies which have shown <br /> increased nitrate levels in groundwater under cemeteries due to decomposition. It will be the <br /> recommendation of EHD to install a specified grout seal of 100 ft, 150 ft, or 200 ft for any <br /> proposed well to serve a residential structure, if the cemetery is definitely to be constructed. <br /> It is important to recognize that all septic systems have a lifespan,which is dependant on several <br /> factors and is therefore difficult to determine. Septic system failure would primarily result from <br /> the advanced formation of a "biomat" or"clogging mat" on the wetted soil/effluent interface. This <br /> mat is composed mostly of aerobic and anaerobic bacteria and bacterial products consisting of a <br /> slime of polyuronides and polysaccharides. If the soil/effluent interface is well aerated, a variety of <br /> soil microfauna such as nematodes and protozoa may digest the clogging mat bacteria. <br /> Since the shallow surface soils consist of a fine-grained soil material (primarily silts and clays), <br /> anaerobic conditions may prevail over time because of oxygen diffusion difficulty. This may <br /> decrease the expectant life of each leachfield. If the leachlines are installed high in elevation, there <br /> may be a greater opportunity for oxygen infusion from the atmosphere, thus theoretically assisting <br /> in biomat degradation, along with promoting evapotranspiration. <br /> VII. 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 area of testing as denoted on the Tentative Map, and not of <br /> the entire proposed area for each individual Parcel. <br /> This report is based upon current scientific knowledge to assess factors which are extremely <br /> variable and complex within the environment. San Joaquin County Environmental Health <br /> Department Sewage Standards have been employed for the purpose of preparing this study. <br /> Therefore,no guarantee or warranty is expressed or implied concerning any aspect of this <br /> investigation, the prevention of environmental impact, or related issues. <br /> We appreciate the opportunity to provide this service for you. If there should be any questions <br /> regarding the information contained within this report,please contact the undersigned. <br /> Respectfully submitted, w. <br /> CHESNEY CONSULTING <br /> No. 04e75 <br /> Expire. <br /> Don Chesn R.E.A. - I <br /> ., ,.. <br /> Registered Environment Assessor##46751 011" CA <br /> Agricultural Pest Control Advisor#6237 <br /> Page -11- <br /> Chesney Consulting <br />