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INTRODUCTION 1.0 INTRODUCTION AND PROPOSED DEVELOPMENT 1.1 Description of Site: The project consists of one parcel totaling 3'" acres. The project is in an agricultural community. The address is 8874 Live Oak Road, Lodi, CA 94212 and zoned AL -5. The project parcel number is 063-050-19. Description of proposed development: The purpose of this project is to construct a second dwelling unit. 1.2 Parcel vicinity location map: (See Appendix). 1.3 Site map: (See Appendix). 2.0 PAST, PRESENT, AND PROPOSED FUTURE USES OF THIS SITE 2.1 Discussion of Past, Present uses at the site to assess potential problems: The present owner, Mr. Holtberg, has owned subject property for four years. The past and present uses of the property have been for a homesite. 3.0 CHEMICAL AND PHYSCAL PROPERTIES OF SOIL 3.1 Description of existing chemical and physical properties of soil: For a description of the chemical and physical properties of the soils underlying the site, refer to Section 5 of the Soil Suitability report prepared by Dillon & Murphy attached in the Appendix. 3.2 Description of the mass transport properties of the soils underlying the site with respect to the nitrate and/or any other constituent of concern identified for the project site: The results from the percolation test prepared by Dillon & Murphy have determined that the site is permeable to a maximum depth of exploration of 42 inches. The soil type allows for infiltration of water through the top soils. The infiltration rate will limit the natural treatment of the sites soils as they drain rapidly from the surface layers. The soil survey by US Department of Agriculture (USDA) indicates that there are two types of soil types. The first is Hollenbeck Silty Clay and the second being Stockton Clay. The Hollenback Clay composes the top layer of 0-10 inches of silty clay, followed by a more clay like material. The Stockton Clay varies from 0-42 inch layer of clay to a 42 to 60 inch layer of more cemented material. 4.0 GROUNDWATER ANALYSIS 4.1 Description of the depth to groundwater, seasonal fluctuations of groundwater depth, directional flow and gradient: Description of depth to groundwater, seasonal fluctuations of groundwater, directional flow and gradient are referred to in Section 4 of the Soil Suitability Report prepared by Dillon & Murphy that is attached in the Appendix.