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Table 2. Percolation Test Summary <br /> Test No., Percolation Percolation Test Duration Comments <br /> Date Tested Test Rate (see notes) <br /> Depth (ft.) (minutes/inch) <br /> P1 (Parcel 1) <br /> 255-170-10 3.14 X3.0 4 hr. Satisfactory <br /> 6/13/11 perc. rate <br /> Shallow Test <br /> P2 (Parcel 2) <br /> 255-170-10 3.05 3.7 4 hr. Satisfactory <br /> 6113111 perc. rate <br /> Shallow Test <br /> P3 (Parcel 3) <br /> 255-170-10 3.20 X5.3 4 hr. Satisfactory <br /> 6113111 perc. rate <br /> Shallow Test <br /> P4 (Parcel 4) <br /> 255-170-10 3.15 <3.7 4 hr. Satisfactory <br /> 6113111 perc. rate <br /> Shallow Test <br /> Note: A satisfactory percolation rate for a"shallow'test is less than or equal to 60 minutes per inch. <br /> Discussion of Percolation Test Results <br /> The soils within the sewage disposal areas of each proposed parcel have demonstrated <br /> satisfactory percolation rates for the use of standard septic systems in accordance with <br /> the requirements of the San Joaquin County Environmental Health Department. <br /> Discussion of Septic System Sizing <br /> Septic system construction utilizing leach lines or leach lines with sumps should follow <br /> the San Joaquin County On-Site Wastewater Disposal Standards (2003) where <br /> applicable. <br /> LOGE 1118 Page 8 <br /> ....................................................................................................... <br />