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INTRODUCTION 1.0 INTRODUCTION AND PROPOSED DEVELOPMENT 1.1 Description of Site: The project will consist of dividing a ten acre parcel into two five acre parcels. The project is address is 11250 Micke Grove Rd., Lodi, CA 94240 and is zoned AL -5. The project Assessor's Parcel Number is 059-140-57. Description of proposed development: The purpose of this project is to subdivide the existing ten acre parcel into two five acre parcels. Once the two parcels are created, the owner intends to build some residential units. 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, Jack Kautz, has maintained the past use of the subject property as undeveloped. The future use of this site is to develop the site by building residential units. 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 Study 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 Jack Tone Clay and the other is Stockton Clay. Both soils have a top layer of 0-34 inches that is composed of clay. The following layers in these soils are composed of more indurated material past the initial 34 inch layer, reducing the transmissivity and should be monitored. 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 Study prepared by Dillon & Murphy that is attached in the Appendix.