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6. r./ ..1 <br /> L. June 10, 2005 <br /> NOA Project Number: E05070A <br /> 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 /> P-1 shallow,6-6-05 3.21 N/A 4-hr Test suspended. <br /> 4 P-2 shallow,6-6-05 3.23 N/A 4-hr. Test suspended. <br /> P-3 shallow,6-6-05 3.46 10.9 4-hr. Satisfactory percolation rate. <br /> LNote: A satisfactory percolation rate for a"shallow' test is less than or equal to 60 minutes per inch. <br /> 6.7 Discussion of Percolation Test Results <br /> LThe soils within the proposed sewage disposal area have demonstrated a satisfactory percolation rate <br /> Lin accordance with the requirements of the EHD. Y <br /> 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. Refer to the attached Nitrate Loading Study for a complete discussion <br /> of the necessary recommendations. <br /> L7.0 CONCLUSIONS <br /> L7.1 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 <br /> L <br /> L 8 '044 <br /> L <br />