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March 11,2005 �- <br /> NOA Project Number: E040150A v- <br /> Table 9. <br /> Summary of Percolation Tests. <br /> Test No., Percolation Percolation Rate Test omment <br /> Date Tested Test Depth(ft) (minutes/inch) Duration (see notes) <br /> P-1 shallow,2-23-05 <br /> (Parcel 1) 3.10 1.70 1-hr r8 atisfactory percolation rate <br /> P-2 shallow,2-15-05 <br /> ' <br /> 3.23 1-hr. Satisfacton,percolation rate <br /> (Parcel 2) <br /> P-3 shallow,2-17-05 3.24 4.46 4-hr. Satisfactory percolation rate <br /> (Parcel 3) <br /> P-4 Shallow,3-7-05 5 7.81 4-hr. Satisfactory percolation rate <br /> (Parcel 4) <br /> P-5 shallow,2-24-05 3.05 5.81 4-hr. Satisfactory percolation rate <br /> (Parcel 5 <br /> Note: 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 /> The soils within the sewage disposal areas of the proposed Parcels 1,2,3,4 and 5 demonstrated a <br /> satisfactory percolation rate in accordance with the requirements of the EHD. The soils of these l <br /> parcels appear to be suitable for a standard septic system. <br /> 6.8 Discussion of Septic System Sizing <br /> Septic system construction should follow the San Joaquin County On-Site Wastewater Dis osal / � ) <br /> Standards where applicable. C " <br /> 7.0 CONCLUSIONS <br /> In summary, satisfactory percolation rates of the soil were achieved in the proposed septic disposal <br /> areas ofetw-ef-the five parcels. The proposed Parcels 1,2, 3,4 and 5 appear suitable for a standard <br /> septic system. <br /> 10 <br />