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GEOTECHNICAL <br /> NEIL O. ANDERSON : ENVIRONMENTAL <br /> A N D A S S O C 1 A T E S % INSPECTIONS & TESTING <br /> LABORATORY SERVICES <br /> POOL ENGINEERING <br /> POST TENSION DESIGN <br /> November 3, 2005 <br /> NOA Project Number: E05123A <br /> SOIL SUITABILITY STUDY <br /> OLIVE MILL <br /> 10201 EAST LIVE OAK ROAD <br /> LODI, CALIFORNIA 95240 <br /> SJC APPLICATION NUMBER: PA-UNASSIGNED <br /> P <br /> 1.0 INTRODUCTION AND PROPOSED DEVELOPMENT <br /> Our office was contracted by Mr.Jeff Colombini of Lodi Farming to conduct a soil suitability study <br /> for the property at 10201 East Live Oak Road,Lodi, California. <br /> The soil suitability study (SSS) was conducted to determine whether the soils are suitable for use <br /> Fjl. with a septic system. The study was performed according to the requirements of Section <br /> 9-1105.2(d) of the San Joaquin County Development Department. A major element of the field <br /> F: <br /> work included conducting percolation tests that meet the required absorption rates as required by <br /> a : San Joaquin County,Public Health Services, Environmental Health Department (EHD). <br /> In addition to conducting the percolation tests, a review of published soil information,geologic <br /> ri maps, and ground water information was performed to evaluate the suitability of soils for use with a <br /> septic system. <br /> The formatting of this report has been designed to follow, to the greatest degree possible, <br /> 3 the EHDIs Soil Suitability Study Requirements Checklist, dated July 14, 2003. <br /> 1.1 Site Description <br /> The Assessor's Parcel Number (APN) for the Site is 063-100-19. This parcel is 139.79 acres in size <br /> (Plate 1). The county application number is unassigned._The property is currently used as vineyards. <br /> F1The elevation of the Site, according to a United States Geological Survey topographic map, is about <br /> I 1 <br /> LODI ■ SACRAMENTO ■ MODESTO ■ RENO <br /> ENVIRONMENTAL DIVISION 902 Industrial Way,Lodi,California 95240 ■209.367.3701 ■ 209.369.4229 fax ■www.,,..dcrson.com <br /> F <br />