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6.6 Complete Percolation Test Form(Including Readings)Was Provided <br /> With REHS Verification <br /> Signature. The Rate Was Correctly Calculated Using the Last Reading: <br /> F, See Appendix for Test Result Form. <br /> Shallow <br /> TEST HOLE PERCOLATION RATE <br /> E 1 <br /> 50 MIN./IN. <br /> F a 1 100 <br /> SCANumt:D <br /> F <br /> *See Results in Appendix. <br /> 6.7 Discussion of Any Potential Problems Predicted and/Or the Need for An Engineered or <br /> Alternative Septic System: In this area, the soils are classified as Archerdale clay loam. Due to this <br /> F classification and percolation rate, a standard septic system similar to those found on surrounding <br /> parcels would be recommended on subject parcel. <br /> 6.8 Discussion of Percolation Rates in Relation to the Type, Size and Location of future leach fields <br /> at the site: Based on the results of the percolation rate and the soils profile, it is <br /> Dillon&Murphy's opinion that the subject proposed parcel is suited for a typical on-site sewage <br /> 1. k disposal systems. These systems should be properly designed and installed according to the current San <br /> Joaquin County criteria for standard septic systems. <br /> I <br /> a Based on the depth to groundwater in the area, and the size of the proposed parcel, it is our opinion that <br /> the installation of any new proposed septic system, if properly installed, should not adversely affect the <br /> quality of groundwater in the area. <br /> 1 <br /> i <br /> 4 <br /> 4 <br /> c:105I271soii Report 090806 <br />