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F1 <br /> - . Match 11, 2005' . <br /> NOA Project Number: E04159A <br /> Table 5. <br /> # <br /> Summary of Percolation Tests <br /> Test No., Percolation Percolation Rate Test Comment <br /> ! Date Tested 7 Test Depth(ft) ( testi-Ch) Duration .(see notes)- <br /> Shallow,02-11-05' 3.4 .06 4-hr Satisfactory percolation rate. <br /> III; F1 <br /> Dee ,02-11-05 23.0 --- 4-hr. Failed. <br /> Note: A satisfactory percolation rate for a"shallov/'testis 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 /> V 6.7 Discussion of Percolation Test Results <br /> The soils within the sewage disposal areas demonstrated a satisfactory percolation rate in accordance <br /> }} with the requirements of the EHD. The soils of these parcels appear to be suitable for a septic <br /> system utilizing shallow leach lines and seepage pits. <br /> / 6.8 Discussion of Septic System Sizing <br /> Septic System Construction should follow the-San Joaquin County On-Site WlastewaterDisposal <br /> 1 Standards where applicable: Refer to the attached Nitrate'Loading Study for a complete discussion <br /> of recommendations for the project. <br /> /7.0 CONCLUSIONS <br /> F1 -/7.1 Signatures <br /> The signatures of the environmental professionals involved in the preparation of this report can be <br /> found at the front of this package. <br /> r <br /> ;i <br /> r= <br /> a <br /> 9 <br />