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L <br /> LMay 25, 2006 <br /> NOA Project Number: E06040A <br /> L Table 5. <br /> Summary of Percolation Tests. <br /> Test No., Percolation Percolation Rate Test Comment <br /> Date Tested Test Depth(ft) (minutes/inch) Duration (see notes) <br /> Shallow,4-25-06 3.4 No movement 4 hours Failing Perc Rate <br /> Deep,4-25-06 23.65 8.33 4 hours Satisfacto Perc Rate <br /> Note: A satisfactory percolation rate for a"shallow" test is less than or equal to 60 minutes per inch. A <br /> 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 percolation <br /> rate in accordance with the requirements of the EHD for the use of a standard septic system. <br /> L6.8 Discussion of Septic System Sizing <br /> L Septic System Construction should follow the San Joaquin County On-Site Wastewater Disposal <br /> Standards where applicable. <br /> L 7.0 CONCLUSIONS <br /> In summary, satisfactory percolation rates of the soil were achieved in the proposed septic disposal <br /> area of the Site. The septic disposal area appears suitable for a standard septic system. No ground <br /> water was encountered in the borings drilled on the property. <br /> 7.1 Signatures <br /> The signatures of the environmental professionals involved in the preparation of this report can be <br /> Lfound at the front of this package. <br /> L <br /> L <br /> L 8 A4 <br /> L <br />