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SHEA/FORNACIARI PROPERTY <br /> Page No. 3 <br /> official and the test data obtained is enclosed in the appendix. <br /> The percolation rates have been adjusted to account for the gravel <br /> and pipe backfill. Calculations for adjustments are on the test <br /> data sheets. <br /> A summary of the test results is presented next: <br /> Diameter of Depth of <br /> Test No. Hole (in. ) Hole (in. ) Percolation Rate (min in) <br /> PT-1 8 36 11 <br /> PT-2 8 36 8 . 4 <br /> VII CONCLUSION <br /> Based on the results of the percolation tests, the soil <br /> profile, and the performance of the septic system in the area, it <br /> is our opinion that the potential homesites resulting from the <br /> proposed parcel split should be suitable for use of on site sewage <br /> disposal system. Any proposed systems should be properly designed <br /> and installed according to current San Joaquin County criteria. <br /> Based on the depth to ground water in the area, and the size <br /> of the proposed parcels, it is our opinion that the installation of <br /> the proposed septic systems, if properly installed, should not <br /> adversely affect the quality of the ground water in the area. <br /> VIII LIMITATIONS <br /> The conclusions of this report are based on the information <br /> provided regarding the existing and proposed development, the use <br /> of the subject property, and the site conditions as they existed at <br /> the time we excavated our test holes and performed the percolation <br /> tests. It was assumed that the test holes and percolation tests <br /> results are representative of the subsurface conditions in the <br /> general area. <br /> P pERSOy <br /> D N <br /> Z a <br /> O � <br /> P <br />