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Blossom Road Subdivision Page 7 of 9 <br /> Our Project Number: LGS080512 <br /> April 30, 2008 <br /> Table 3 <br /> Summary of Percolation Tests <br /> Percolation Percolation <br /> Test No., Test Comments <br /> Test <br /> Date Tested Rate Duration (see notes) <br /> Depth (ft.) ( <br /> Rate <br /> P-1 (shallow) 3.3 3.25 ✓ 4 hrs. Satisfactory <br /> 5-1-2008 percolation rate <br /> P-2 (shallow) 3.26 11.36 �/ 4 hrs. Satisfactory <br /> 5-1-2008 percolation rate <br /> P-3 (shallow) Satisfactory <br /> 5-1-2008 3.31 22.72✓ 4 hrs. percolation rate <br /> P-4 (shallow) 3.20 6.58 4 hrs. Satisfactory <br /> 5-2-2008 percolation rate <br /> P-5 (shallow) 3.5 3.47 ✓ 4 hrs. Satisfactory <br /> 5-2-2008 percolation rate <br /> P-6 (shallow) 3.45 3.85✓ 4 hrs. Satisfactory <br /> 5-2-2008 percolation rate <br /> P-7 (shallow) 3.20 6.76 J 4 hrs. Satisfactory <br /> 5-2-2008 percolation rate <br /> Note: A satisfactory percolation rate for a"shallow"test is less than or equal to 60 minutes per inch. <br /> A satisfactory percolation rate for a"deep"test is less than or equal to 30 minutes per inch. <br /> ✓6.7 Discussion of Percolation Test Results <br /> The soils within the sewage disposal areas of the site have demonstrated a satisfactory <br /> percolation rate in accordance with the requirements of the EHD for the use of a standard <br /> /6.8 <br /> septic system. <br /> Discussion of Septic System Sizing <br /> Septic system construction should follow the San Joaquin County On-Site Wastewater Disposal <br /> Standards where applicable. <br /> ",44 <br /> 902 Industrial Way■Lodi,CA 95240-209.367.3701 •Fax 209.369.4228 02008 Net!0.Anderson&Associates,Inc <br />