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' INTRODUCTION <br /> 1 1.0 INTRODUCTION AND PROPOSED DEVELOPMENT <br /> ' 1.1 Description of Site: The project consists of one parcel totaling 14.5'x- acres. The project is in <br /> an agricultural community. The address is 9296 E. State Route 12, Lodi, CA 94240 and zoned <br /> AG-40. The project parcel number is 051-120-56. <br /> ' Description of proposed development: The purpose of this project is to rezone the property to <br /> Rural Residential and subdivide the property into a total of seven lots. It has an appropriate <br /> ' General Plan designation. <br /> 1.2 Parcel vicinity location map: (See Appendix). <br /> ' 1.3 Site map: (See Appendix). <br /> ' 2.0 PAST, PRESENT, AND PROPOSED FUTURE USES OF THIS SITE <br /> 2.1 Discussion of Past,Present uses at the site to assess potential problems: The present owner, <br /> ' Chris and Diane Knoll have owned subject property for 10+ years. The past and present uses of <br /> the property have been for a vineyard and homesite purposes. <br /> ' 3.0 CHEMICAL AND PHYSCAL PROPERTIES OF SOIL <br /> 3.1 Description of existing chemical and physical properties of soil: For a description of the <br /> ' chemical and physical properties of the soils underlying the site, refer to Section 5 of the Soil <br /> Suitability report prepared by Dillon& Murphy attached in the Appendix. <br /> ' 3.2 Description of the mass transport properties of the soils underlying the site with respect <br /> to the nitrate and/or any other constituent of concern identified for the project site: The <br /> results from the percolation test prepared by Dillon & Murphy have determined that the site is <br /> ' permeable to a maximum depth of exploration of 42 inches. The soil type allows for infiltration <br /> of water through the top soils. The infiltration rate will limit the natural treatment of the sites soils <br /> as they drain rapidly from the surface layers. <br /> 1 The soil survey y p b US Department of Agriculture (USDA) indicates that the top layer of 0-45 <br /> inches is composed of fine sandy loam. The site is mainly composed of sandy material. The <br /> ' approximate depth of the next layer of sandy loams extends from 45-60 inches. <br /> ' 4.0 GROUNDWATER ANALYSIS <br /> 4.1 Description of the depth to groundwater, seasonal fluctuations of groundwater depth, <br /> ' directional flow and gradient: Description of depth to groundwater, seasonal fluctuations of <br /> groundwater,directional flow and gradient are referred to in Section 4 of the Soil Suitability Report <br /> prepared by Dillon&Murphy that is attached in the Appendix. <br /> 3 <br />