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Generally, the surface soils consisted a' a loam. Deep percolation tests were <br /> performed by Kleinfelder. (see appendix for resu <br /> Deep Tests <br /> Parcel Number Percolation Rate <br /> 1 1 1 .9 minutes/inch <br /> 2 2.6 minutes/inch <br /> 3 10.4 minutes/inch <br /> 4 10.4 minutes/inch <br /> VII. GROUNDWATER <br /> A groundwater test was performed on the existing well. The results can be <br /> found in the appendix. The sample was taken by Mike Toy of Dillon & Murphy <br /> from a spigot at the house. It was immediately driven to FGL laboratories for <br /> analysis. (see appendix for results.) /.fir �, �;,,, ,fxf �� .C.�c.�,► �„G � <br /> VIII. CONCLUSION <br /> Based on the results of the percolation tests and the soil profile, it is Dillon & <br /> Murphy's opinion that the existing homesites resulting from the proposed parcel <br /> split of the subject property are suited for a typical on-site sewage disposal system <br /> with pits. The proposed system however, should be properly designed and <br /> installed according to the current San Joaquin County criteria. <br /> Based on the depth to ground water in the area, and the size of the proposed <br /> parcels, it is our opinion that the installation of any new proposed septic system, if <br /> properly installed, should not adversely affect the quality of ground water in the <br /> area. <br /> 2 <br /> C:\0226\Soils Suitability Report 052103 <br />