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INTRODUCTION 1.0 INTRODUCTION AND PROPOSED DEVELOPMENT 1.1 Description of Site: The project consists of two parcels totaling 572.8 acres. It is comprised of seven Assessor's Numbers. The project is in a agricultural area with a property zoning of AG -80. The addresses are 7007, 7111, 7313, 7327, 7338, 7451, and 7463 W. March Lane, Stockton, California. The property Assessor's Parcel Numbers are 071-140-01, 02, 07, 08, 09, 10, and 11. Description of proposed development: The purpose of this project is to create six parcels from the existing 572.8 acre parcels. 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 owners, Francesca Muzio DeMello, Anna L. Solari, and Rita Busalacchi, have owned this property for well over 20 years. The past and present uses of the property have been for agricultural purposes. There is an existing home. 3.0 CHEMICAL AND PHYSCAL PROPERTIES OF SOIL 3.1 Description of existing chemical and physical properties of soil: The soil in this area is classified as Kingile Muck, Rindge Muck, Ryde Silty Clay loam, and Valdez Silt loam as stated in the Soil Survey of San Joaquin County, as provided by the United States Department of Agriculture, Soil Conservation Service. Kingile Muck has a layer of muck of approximately 0- 17 inches. Rindge Muck has a layer of muck of approximately 0- 71 inches. Ryde Silty Clay Loam has a layer of silty clay loam of approximately 0- 40 inches. Valdez Silt Loam has layer of silty clay loam of approximately 0- 40 inches. 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 percolation test holes prepared by Dillon & Murphy encountered groundwater at a depth of approximately 2.5 feet. Due to the shallow depth of groundwater throughout the project site, the results of the percolation test would be inconclusive. The Kingile Muck has a hydrologic soil group rating of C and is very poorly drained. Rindge Muck has a hydrologic soil group rating of A/D and is very poorly drained. Ryde Silty Clay loam has a hydrologic soil group rating of C and is very poorly drained. Valdez Silt loam has a hydrologic soil group rating of C and is poorly drained.