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Mr.Gary McEnerney �../ <br /> August 12,2002 <br /> Page 4 <br /> Septic Tank. <br /> The calculated tank capacity calculation is described in the SJC PHS-EHD's Sewage Standards <br /> (1996). According to the Sewage Standards,a four bedroom residence should utilize a 1,600 gallon <br /> septic tank. We believe that due to the slow percolation rate of the soil, capacity should be increased to a <br /> 2,000 gallon tank. The larger tank size will allow additional time for settlement and treatment of <br /> suspended solids. A filter should be placed in the tank to block any solids from entering the leach field. <br /> Conclusions and Recommendations: <br /> Based on the percolation tests and the assumptions stated,we recommend that the septic system <br /> be composed of one(1)2,000 gallon septic tank and a total of 395 feet of leach line or 4 lines of 100 feet <br /> each. Each of the four(4) leach lines should utilize a 42-inch diameter by 25-foot deep seepage pit. The <br /> system is designed to absorb the average daily flow of 375 gallons entirely within the leach lines. The <br /> septic system factor of safety exists solely through the use of seepage pits. The seepage pits will provide <br /> limited absorption capacity and storage capacity. The calculations, percolation test field sheets,permits, <br /> and system drawings are attached to this letter. <br /> The proposed septic system should be permitted and installed according to current San Joaquin <br /> County Public Health Services, Environmental Health Division standards where applicable. <br /> Our professional services were performed,our findings obtained,and our recommendations <br /> proposed in accordance with generally accepted engineering principles and practices. This warranty is in <br /> lieu of all other warranties either expressed or implied. Test findings and statements of professional <br /> opinion do not constitute a guarantee or warranty,expressed or implied. If there are any questions please <br /> contact our office. <br /> SPED GFQ Best Regards, <br /> �� \O J WF�fQ� NEIL O.ANDERSON&ASSOC.,INC. <br /> � OP No. 2151 t: 1 <br /> CERTIFIED <br /> ENGINEERING David a ch, M.Sc., Senior Geologist <br /> S�9T GEOLOGIST CEG-2151, CHG-653 g <br /> FOFCA>`\FO <br /> Neil O. Anderson, M.Sc , 62 nNo.2245 z 9!Geotechnical Engineer 224 w Exp.3-06 m <br /> scF�iFCHN��P�P <br /> OF CAU <br /> Soo <br /> 1 <br /> O o <br /> I <br />