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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 Guard Clay Loam, Rindge Muck, <br /> and Ryde Clay Loam as stated in the Soil Survey of San Joaquin County, California as provided by <br /> the United States Department of Agriculture, Soil Conservation Service. <br /> 5.4 Discussion of soil lithology as related to future onsite septic uses: The soil in this area is <br /> classified as Guard Clay Loam, Rindge Muck and Ryde Clay Loam as stated in the Soil Survey of San <br /> Joaquin County, California as provided by the United States Department of Agriculture, Soil <br /> Conservation Service. The Guard Clay Loam has a slow permeability,the Rindge Muck has a rapid <br /> permeability, and the Ryde Clay Loam has a moderate slow permability. <br /> 6.0 PERCOLATION TEST INFORMATION SECTION <br /> 6.1 Site Map Showing the location,with concise and accurate dimensions of the percolation <br /> test hole on the parcel: At the time of hole preparation, the hole excavated to 3.5 feet per <br /> San Joaquin County Standards encountered groundwater. Therefore, percolation tests were not <br /> performed per San Joaquin County Environmental Health Department. See picture located in <br /> Appendix. <br /> 6.2 The Minimum Number of Shallow and Deep Percolation Tests was Performed: for Each <br /> Parcel: N/A <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): N/A <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.): N/A <br /> 6.5 The Test Conformed to San Joaquin County Policy EHD 02-02 (Correct Depth, diameter, <br /> 2" gravel,8" Water Refill, Correct Readings Recorded): N/A <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 /> N/A <br /> 3 <br /> YADMDOC\201 1\1 159\SSS DEC 2011 <br />