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1 i <br /> The deep test percolation results are as follows: <br /> 4 . <br /> Parcel Number Percolation Rate <br /> 1~ <br /> 1 12.5 minutes/inch <br /> VII. GROUNDWATER <br /> A groundwater test was performed on Parcel 1 well. (A.P.N. 059-016-003). <br /> The well was tested for nitrates and DBCP. The <br /> samples were taken by Mike Toy, <br /> of Dillon & Murphy, and driven directly to Precision Enviro-Tech. Water was taken <br /> from a spigot at the office. The results from the tests can be found in the <br /> Appendix. The results did not <br /> pp yield any reason for concern regarding ground water <br /> in the area. <br /> VIII. CONCLUSION <br /> E , Based on the results of the percolation test, and the soil profile, it is Dillon & <br /> Murphy's opinion that the parcel tested is suitable for onsite sewage disposal <br /> systems. Any system proposed for the subject parcel should be designed and <br /> installed based on the most current San Joaquin County criteria. <br /> Based on depth to ground water in the area, and the size of the proposed <br /> parcel, it is our opinion that the installation of any new proposed septic systems, if <br /> properly installed, should not adversely affect the quality of ground water in the <br /> area. <br /> IX. Limitations <br /> The conclusion of this report are based on the information provided regarding <br /> the proposed development, the use of the subject property, and the site conditions ' <br /> f b as they existed at the time we excavated our test hole and performed the <br /> percolation test. It was assumed that the test hole and percolation test results are <br /> representative of the-subsurface conditions in the general area. <br /> 1 . <br /> I <br /> i <br /> 3 <br />