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5.4 Discussion of soil lithology as related to future onsite septic uses: The <br /> Kinglile Muck has a permeability that is slow. The Ridge Muck has a permeability that is rapid. <br /> The Ryde Silty clay loam and Valdez Silt loam have a permeability that is moderately slow. <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 holes on the parcel: At the time of hole preparation, the holes encountered groundwater at <br /> 2.2 feet and 2.5 feet. See Appendix for approximate hole locations. Therefore percolation tests <br /> were not performed per San Joaquin County Environmental Health Department. See pictures <br /> located in Appendix. <br /> 6.2 The minimum number of shallow and deep percolation tests were 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 <br /> presoak(minimum 12 inches): N/A <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,preparation of hole,and depth of water used to presoak(minimum <br /> 12 inches): N/A <br /> 6.5 The test conformed to SJC Policy EH 02-02 (correct depth,diameter,2" gravel,6" water <br /> 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. N/A <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 soil is classified as Kingile Muck, Rindge Muck, Ryde <br /> Silty clay loam, and Valdez silt loam. Due to soil type and high ground water, if a homesite is ever <br /> proposed, a specific Engineered septic system should be designed by a Licensed Engineer. <br /> As previously,discussed,the groundwater was so shallow that percolation tests were not feasible. <br /> Conventional disposal systems (leach lines and pits)will not work on this property. Rather, if a <br /> home(or any building requiring septic) is proposed, a specific engineered system should be <br /> designed by a licensed Engineer and submitted to Environmental Health for approval. It must be <br /> designed and installed according to the current San Joaquin County criteria for septic systems. <br /> In our opinion, installation of any new proposed system, if designed and installed properly, will <br /> not adversely affect the quality of the groundwater in the area. <br /> 3 <br />