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�p E R SO NEIL O. AN"�RSON & ASSOC., INC. <br /> GEOTECHNICAL RVICES-ENGINEERING LABORATORIES 22 N Houston Ln <br /> Lodi, California 95240 <br /> Z m Lodi (209) 367-3701 <br /> o A. Stockton (209)472-1091 <br /> qs s c�P FAX: (209) 333-8303 <br /> August 3, 1998 <br /> Attn: Mr. Walls <br /> Woodbridge Community Church <br /> PO BOX N <br /> Woodbridge, CA 95258 <br /> Subject: Nitrate Loading Study and Percolation Test <br /> Woodbridge Community Church <br /> 19350 N. Lower Sacramento Rd. <br /> Woodbridge, California 95258 <br /> Dear Mr. Walls <br /> Our office has been retained by Mr. Walls of the Community Church of Woodbridge, <br /> Woodbridge, California, to perform a nitrate study and percolation test for the located at 19350 <br /> N. Lower Sacramento Rd., Woodbridge, California(APN 013-230-27). The purpose of this <br /> study is to determine the suitability of the property for septic tank usage in light of the proposed <br /> development. This letter presents the results of our study. <br /> The subject property consists of an asymmetrical shaped 6.5 acre parcel located on the <br /> southeast corner of Lower Sacramento Rd. and Woodbridge Rd. It is proposed to construct three <br /> buildings with a total area of 15,000 square feet. The construction on the proposed site will <br /> include a worship hall, an office, a multipurpose room, and a 139-space parking lot(see the <br /> attached Location Map prepared by Mike Smith Engineering). The worship hall and the <br /> multipurpose room will have maximum seat capacities of 400 and 200 persons. <br /> The site is currently vacant with no infrastructure presently on the site. The project is <br /> covered with seasonal vegetation due to previous rains. The subject location borders a grape <br /> vineyard, a homestead, and a mobile home park. The Mokelumne river is located approximately <br /> 100 yards south of the site. <br /> SOIL PROFILE AND PERCOLATION TEST <br /> A test hole was excavated to determine the soil profile in the general area. The test hole <br /> was excavated with a truck mounted drill rig utilizing 4.5 inch diameter continuous flight auger. <br />