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The test results show ND for DBCP and 10.4 mg/L for Nitrate. No groundwater was encountered <br /> in the 25' soil profile hole. Moist clay and sand were encountered in the 25' soil profile hole. <br /> SOIL PROFILE AND PERCOLATION TESTING <br /> The soil profile observed in the field indicates a tight layer of course to medium soil with <br /> predominat clay component. The sandy layer at T was moist. See Soil Profile Report by <br /> Kleinfelder. The four hour percolation test was satisfactory for a single family residence. The clay <br /> isvery tight and not conducive to satisfactory percolation. The sand layer at 7 feet should support <br /> the needs of a single family residence. Should the leach field be constructed at another location <br /> it is important to verify the sand strata is present. The percolation test report is included in <br /> this report. <br /> As ecvidenced by the percolation results the selected site for the leach field is conducive <br /> to percolation of clear sewage effluent. The rate was observed by Mr. Ted Norgard, REHS, <br /> San Joaquin County Public Health Services, 304 E. Weber Ave., Stockton, California. <br /> SEPTIC TANK AND LEACH FIELD <br /> A gravity sewer system will serve one single family residence on this parcel. A standard l y <br /> structurallvsound and watemroof, 1500 gallon two-compartment tank is recommended. <br /> The residential sewage system bulletin published by the Environmental Health Division <br /> of the Public Health Services is included in Appendix C for the property owner's information. -74 S <br /> The leach field area should be 8,000 S.F. <br /> The use of a garbage disposal requires periodic inspection of the tank more often than normal <br /> use without a disposal. To protect the leach field a gravity effluent filter should be installed <br /> with riser to the surface and sealed lid. This provides easy access to clean and inspect the filter <br /> every two years or as often as indicated by periodic inspection. The 4" Biotube Effluent Filter by <br /> Q5I or equal, is recommended. (541) 459-4449. See Appendix D for a description of the <br /> Biotube Filter. The septic tank should be pumped out when solids begin to clog the filter or <br /> sooner.(Every 5 to 8 years) The most efficient septic tank is the Meander Tank by Willamette <br /> Grayston Inc., Eugene, Or.(Cost: $880 FOB) <br /> CONCLUSION <br /> The septic system must be installed in conformance with existing San Joaquin County Standards, <br /> by permit.Based on the available data, there should not be any adverse impact to the local <br /> groundwater from the properly installed and maintained septic system. Pits are required to <br /> take advantage of the sand strata. A document search at the Environmental Health Division for <br /> septic repair or modification was made and findings follow: <br />