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F1f42 is taken to be the floor of the filter bed and the depth of the water table was measured <br /> ,the soil depth distance equals: 11.5 - 3.5 = 8 ft, which is the minimum distance that <br /> th the regulations for a perc rate of between 5 mpi and 30 mpi. <br /> NLS§ 4.1. The nitrate loading calculations demonstrate the loading is a little more than one-half <br /> of the Maximum Contaminate Level. It is imperative that any food and food by-product wastes <br /> from the new Office Building are handled as solid wastes and not be disposed of into the septic <br /> system. This will prevent concentrated organic loading, prolong the lifespan of the wastewater <br /> disposal system and reduce nitrate loading potential. <br /> It is also imperative that all fixtures (toilets, sinks, etc.) are inspected monthly to ensure there is no <br /> leakage. Excess water leakage will unnecessarily saturate the filter bed. <br /> VI. LIMITATIONS <br /> The findings, recommendations 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 obtained. <br /> Results of the percolation testing should be assumed to only represent the subsurface conditions <br /> encountered in the specific area of testing and not of the entire disposal area. <br /> This report is based upon current scientific knowledge to assess factors which are extremely variable <br /> and complex within the environment. Although there are several methods to predict environmental <br /> impact from a septic system, San Joaquin County Environmental Health Department Onsite <br /> Wastewater Treatment System Standards and requirements have been employed for these purposes, <br /> and for this project. Therefore, no guarantee or warranty concerning any aspect of this investigation, is <br /> expressed or implied. <br /> The opportunity to provide this service for you is appreciated. If there should be any questions <br /> regarding to the information contained within this report,please contact the undersigned. <br /> NLS§ 5.1, SSS§ 7.1. <br /> Respectfully submitted, 4totesefoo <br /> �V C' �D. Che'r o <br /> CHESNEY CONSULTING <br /> P4 N0.75479 m <br /> ti <br /> Civil <br /> �e of CaliEot <br /> Don Chesil ,APE <br /> Registered Civil Engine #C75479 <br /> 9 __JJ <br /> Chesney Consulting <br />