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5.2 Description of soil profile pit including depth and dimensions: The shallow test holes were <br /> prepared per County Standards. The holes were excavated to a depth of 42 inches and 8 inches in <br /> diameter. They were backfilled with 2 inches of"pea gravel." <br /> 5.3 Description of soil lithology as noted from test pit by appropriate professional using industry <br /> .. standard protocol: The soil in this area is classified as Redding gravelly loam and San Joaquin sandy <br /> loam as stated in the Soil Survey of San Joaquin County, California as provided by the United States <br /> Department of Agriculture, Soil Conservation Service. <br /> 5.4 Discussion of soil lithology as related to future onsite septic uses: The Redding gravel loam and <br /> San Joaquin sandy loam have very low permeability thus; percolation rates were slow as demonstrated <br /> by the failure of one shallow percolation test. (See Appendix). <br /> 6.0 PERCOLATION TEST INFORMATION SECTION <br /> 6.1 Site Map Showing the location, with concise and accurate dimensions of the percolation test <br /> _ holes on the parcel: See Appendix. <br /> 6.2 The Minimum Number of Shallow and Deep Percolation Tests was Performed for Each <br /> Parcel: Four shallow percolation test holes were prepared, one on each of the four parcels. <br /> 6.3 Description of the Date, Time and Protocol Used to Prepare the Test Hole, Including Depth <br /> and Dimensions of Hole, Preparation of Hole, and Depth of Water Used to Presoak (Minimum 12 <br /> Inches): The shallow test holes were excavated to a depth of 42 inches and 10 inches in diameter and <br /> backfilled with 2 inches of"pea gravel" in accordance with County Standards. The shallow holes were <br /> prepared by Richard Nassano, the owner on April 22, 2008. On April 23, 2008 at 7:30 a.m. the 24 hour <br /> presoak period was started. The holes were filled with 12 inches of water over the gravel at this time. <br /> _ Due to the failure of the shallow test holes Mr. Nassano obtained the services of Neil O. Anderson & <br /> Associates to perform deep percolation test. (See Appendix for Neil O. Anderson & Associates <br /> Report). <br /> 6.4 Description of the Date, Time and Condition of the Test Hole After the 24-Hour Soak Period <br /> (Hole Still Intact, Hole Dry, Depth to Water Remaining in Hole, Etc.): On April 24, 2008 the four <br /> r shallow test holes were dry. Six inches of water was added to the holes and the holes were deemed <br /> suitable to continue. All four holes failed to meet the minimum County requirements. <br /> (See report prepared by Neil O. Anderson &Associates for deep test results.) <br /> 6.5 The Test Conformed to San Joaquin County Policy EHD 02-02 (Correct Depth, diameter, 2" <br /> gravel, 6" Water Refill, Correct Readings Recorded): The percolation tests conformed to San <br /> Joaquin County Policy EHD 02-02. <br /> 3 <br /> c:\03118Soil Report <br />