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CONCLUSIONS <br /> The soil strata and rate of percolation on Parcel l and 2 indicate a standard septic system <br /> should perform satisfactorily for a single family residence. The soil profile and test failures on <br /> Parcel 3 indicate an engineered septic system will be required on that parcel <br /> DOCUMENT SEARCH <br /> The records at the EHD were searched for repairs of record on Woodson Road. There were five <br /> repairs printed out. Typical repair was for an additional leach line and one pit addition. Pits are <br /> indicated as a necessity in this area. Percolative layers may be present but not detected in the <br /> dril• <br /> WATER DEPTH <br /> The San Joaquin Flood Control and Water Conservation Distric map Lines of equal Depth to <br /> Ground Water, Spring 1999 indicate a depth of 60'. The map is included in this report. <br /> WATER TEST <br /> The existing domestic well furnishes water needs to the occupants of the residence(Parcel 1). <br /> The well was sampled and tested by FGL Laboratories. The test results are satisfactory. (DBCP <br /> &Nitrates)The test reports are included in this report. <br /> TIPS FOR THE HOMEOWNER <br /> A filter is manufactured by several companies to filter the effluent leaving the septic tank and <br /> entering the leach field. This filter is shown on the included page labeled First-Line of Defense for <br /> Your Septic System. The filter is easy to install but it requires a riser to grade so the filter can be <br /> checked every two or three years. It provides a measure of protection for the leach field. The <br /> septic tank will require pumping out but the leach field cannot be pumped out, it needs an extra <br /> measure of protection. It will be costly to abandon the leach field and construct another. <br /> Also included in this report are"Dos and Don'ts for Septic Tank Systems".Not all the tips apply <br /> to gravity septic systems. <br /> Earnest F. Smith,P.E. <br /> F <br /> r <br />