Laserfiche WebLink
u �Id <br /> May 17, 2005 <br /> NOA Project Number: E04146B <br /> ///6.7 Discussion of Percolation Test Results <br /> L The soils of the site have demonstrated a satisfactory percolation rate in accordance with the <br /> requirements of the EHD. However, since ground was encountered at the depth of a standard leach <br /> field,a raised mound septic system will be required by EHD for any future development. <br /> L // 6.8 Discussion of Septic System Sizing <br /> Septic System Construction should follow the San Joaquin County On-Site Wastewater Disposal <br /> Standards where applicable. <br /> /7.0 CONCLUSIONS <br /> In summary, satisfactory percolation rates of the soil were achieved on each proposed parcel. The <br /> depth of ground water was found to be 3.6 feet below the ground surface. The presence of shallow <br /> ground water prohibits the use of a standard septic aysteLp. The Site is suitable for development <br /> with a mounded septic system,as described in the EHD's Onsite Wastewater Disposal Standards, section <br /> j 8.9. <br /> L <br /> The on-site water well was tested for nitrate and DBCP. Neither constituent was detected in the <br /> Lwater sample. <br /> 8.0 LIMITATIONS <br /> The conclusions of this report are based on the information provided regarding the existing and <br /> 4 proposed development, the use of the subject property, and the site conditions as they existed at the <br /> time we excavated our test holes and performed the percolation tests. It was assumed that the test <br /> holes and percolation test results are representative of the subsurface conditions in the general area. <br /> L <br /> L <br /> L <br /> L <br /> L <br /> L 9 "004 <br /> L <br />