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' 5.3 Description of Soil Lithology as Noted From Test Pit by Appropriate Professional Using Industry Standard Protocol. The soil in this area is classified as pits, gravel, Ramouth Sandy loam, 1 Tokay Fine Sandy loam, and Vina Fine Sandy Loam, as stated in the Soil Survey of San Joaquin County as provided by the United States Department of Agriculture, Soil Conservation Service. ' 5.4 Discussion of soil lithology as related to future onsite septic uses: The Tokay Fine Sandy loam permeability is moderately rapid. The Ramouth Sandy loam permeability is moderately slow. The Vina Fine Sandy loam permeability is moderate. In the pits, gravel area are in scattered areas ' throughout the County. 6.0 PERCOLATION TEST INFORMATION SECTION 6.1 Site Map Showing the Location,with Concise and Accurate Dimensions of the Percolation Test Holes on the Parcel: See Appendix. ' 6.2 The Minimum Number of Shallow and Deep Percolation Tests was Performed for Each Parcel: One shallow percolation test hole was prepared on the proposed Homesite Parcel. There ' was no sample taken on the "Designated Remainder" Parcel. 6.3 Description of the Date, Time and Protocol Used to Prepare the Test Hole, Including ' Depth and Dimensions of Hole, Preparation of Hole, and Depth of Water Used to Presoak (minimum 12 inches): The shallow test hole was excavated to a depth of 42 inches and 10 inches in diameter and backfilled with 2 inches of"pea gravel" in accordance with County Standards. The shallow hole was prepared by Jon Wait, a relative of the owner and observed by Mike Toy of Dillon& Murphy. On July 27, 2016 at 7:30 a.m., the 24 hour presoak was started. The hole was filled with 12 inches of water over the gravel at this time. 6.4 Description of the Date,Time and Condition of the Test Hole After the 24-Hour Soak Period ' (hole still intact, hole dry,preparation of hole, and depth of water used to presoak(minimum 12 inches): On July 28, 2016 at 8:00 a.m. the test hole was dry. Six inches of water was added to the hole and the hole was deemed suitable to continue. The shallow test passed the minimum County requirements. 6.5 The Test Conformed to SJC Policy EH 02-02 (correct depth, diameter, 2" gravel, 6" ' water refill, correct readings recorded). The percolation test conformed to San Joaquin County Policy EHD 02-02. ' 6.6 Complete Percolation Test Form (including readings) was Provided with REHS Verification Signature. The Rate was Correctly Calculated Using the Last Reading. See Appendix for Test Results Form. ' Shallow Test TEST HOLE PERCOLATION RATE ' 1 (Parcel 1) 8 Min./In. 3