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4640 E.Woodward Avenue <br /> Addendum-Revised Soil Suitability and Nitrate Loading Study <br /> Prepared by Kleinfelder,Inc. July 13, 2006 <br /> 1. The average percolation rate of the five percolation tests is 13 minutes per inch; <br /> which easily meets SJC EHD criteria of less than 60 minutes. <br /> 2. The estimated combined waste generation is significantly less than the septic system <br /> ' was originally designed to handle. <br /> 3. The calculated nitrate loading is correspondingly reduced to about half of the loading <br /> based on the Kleinfelder report prepared in 2006, which was found to be acceptable. <br /> 6.0 REFERENCES <br /> Kleinfelder, Inc., Revised Soil Suitability and Nitrate Loading Study, Proposed Sikh Temple, <br /> 4628 E. Woodward Avenue, Manteca, CA 95337, July 13, 2006. <br /> ' Krazan & Associates, Inc., Percolation Testing, Proposed Assembly Building Septic System, <br /> Woodward Avenue and Airport Way, Manteca, California, September 21, 2010 <br /> Geological Technics Inc., Addendum, Revised Soil Suitability and Nitrate Loading Study, <br /> 4640 E. Woodward Avenue, Manteca, CA,95337, June 8, 2011 <br /> ' San Joaquin County, Onsite Wastewater Disposal Standards, October 2003. <br /> ' Soil Survey of San Joaquin County, California, October 1992, USDA in cooperation with the <br /> University of California and California Department of Conservation <br /> Ground Zero Analysis, Inc. 5 <br /> 16232 Nitrate Loading Add 170317.docx <br />