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5.0 SOIL PROFILE INFORMATION SECTION: <br /> 5.1 Site map showing location, with dimensions, of the soil profile pit on the parcel: See <br /> Appendix for report dated August 8, 2007 by Neil 0. Anderson & Associates, Inc. <br /> 5.2 Description of soil profile pit including depth and dimensions: See Appendix for soil <br /> profile in report dated August 8, 2007 by Neil 0. Anderson & Associates, Inc. <br /> 5.3 Description of soil lithology as noted from test pit by appropriate professional using <br /> industry standard protocol: The soil in this area is classified as San Joaquin Loam and <br /> Exeter Sandy Loam as stated in the Soil Survey of San Joaquin County, California as <br /> provided by the United States Department of Agriculture, Soil Conservation Service. <br /> 5.4 Discussion of soil lithology as related to future onsite septic uses: The San Joaquin <br /> Loam has slow permeability and Exeter Sandy Loam has a moderate permeability. (See <br /> Appendix). <br /> 6.0 PERCOLATION TEST INFORMATION SECTION <br /> 6.1 Site Map Showing the location, with concise and accurate dimensions of the <br /> percolation test holes on the parcel: See Appendix for site map by <br /> Neil 0. Anderson & Associates, Inc. <br /> 6.2 The Minimum Number of Shallow and Deep Percolation Tests was Performed for Each <br /> Parcel: Four percolation test holes were prepared, one shallow and one deep on each <br /> proposed parcel. <br /> 6.3 Description of the Date, Time and Protocol Used to Prepare the Test Hole, Including <br /> Depth and Dimensions of Hole, Preparation of Hole, and Depth of Water Used to Presoak <br /> (Minimum 12 Inches): See Appendix for report dated August 8, 2007 by <br /> Neil 0. Anderson & Associates, Inc. <br /> 6.4 Description of the Date, Time and Condition of the Test Hole After the 24-Hour Soak <br /> Period (Hole Still Intact, Hole Dry, Depth to Water Remaining in Hole, Etc.): See Appendix <br /> for report dated August 8, 2007 by Neil 0. Anderson & Associates, Inc. <br /> . 6.5 The Test Conformed to San Joaquin County Policy EHD 02-02 (Correct Depth, <br /> diameter, 2" gravel, 6" Water Refill, Correct Readings Recorded): See Appendix for <br /> report dated August 8, 2007 by Neil 0. Anderson & Associates, Inc. <br /> 6.6 Complete Percolation Test Form (Including Readings) Was Provided With REHS <br /> Verification Signature. The Rate Was Correctly Calculated Using the Last Reading: <br /> See Appendix for Test Result Form. <br /> 3 <br />