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n <br /> Soil Suitability&Nitrate Loading Study <br /> Munoz Property, Escalon, CA Page 8 <br /> Project No. 605.1 <br /> Fi June 1$, 2009 <br /> i <br /> 6.0 PERCOLATION TEST <br /> North American Technical Service (NATS) conducted a percolation test on June <br /> 5 under the supervision of the San Joaquin County Environmental Health <br /> Fj Department and using EHD <br /> percolation test as between 36 and 42guidelines. <br /> nches,while a deep ncy percolat on tesfines a t iv <br /> between 42 inches and 25 feet. In this case, a shallow test was deemed <br /> appropriate by the agency. A test percolation rate of less than 60 minutes per <br /> inch for a shallow test, or less than 30 minutes per inch for a deep test is <br /> considered a "passed" test. The test is to be made within the "footprint" of the <br /> proposed new leach field. <br /> j 6.1 Test Description <br /> On June 5, 2009 a 6-inh diameter soil boring was advanced to a depth of 40 <br /> F <br /> inches using truck-moulted drilling equipment owned and operated by NATS. <br /> An approximately 2-inch thick layer of"pea-gravel" was laced at , <br /> P the bottom of <br /> the boring, and a 2-inch diameter PVC temporary casing perforated at the <br /> bottom was place over the gravel pad. The annulus between the casing and the <br /> boring was then partially filled with pea-gravel. The PVC casing was used to <br /> measure the decreasing water level in the boring, w <br /> F I <br /> In the 24 hours prior to completing the test, the boring was pre-soaked. The <br /> packed boring was filled with water to a depth of 12 inches. <br /> The percolation test was completed in accordance with EHD requirements and <br /> under the supervision an EHD representative. The duration of the test was four <br /> hours. An electronic well sounder with an accuracy of 0.01 feet was used to <br /> monitor the fall of water during the test from a fixed point of reference. } <br /> 6.2 Test Results <br /> The percolation test yielded a percolation rat-%- o 9.26 inutes per inch, as <br /> r compared to the minimum acceptable rate of 60,m per inch. This is an <br /> 4i acceptable percolation rate. The EHD Sewage Standards should be followed to <br /> design the size of the septic system and leech field. <br /> Fit <br /> fld2937 Veneman Ave.,#B240 Geo-Phase Environmental Inc. Phone: (209)569-0293 <br /> Modesto, CA 95356 Fax: (209)569-0295 <br />