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INTRODUCTION 1.0 INTRODUCTION AND PROPOSED DEVELOPMENT 1.1 Description of Site: The project consists of one parcel totaling 40"- acres. The project is in an agricultural community. The address is 16042 E. Baker Rd., Linden, CA 95236 and zoned AG -40. The project Assessor's Parcel Number is 091-100-08. Description of proposed development: The purpose of this project is to subdivide the existing 40 acre parcel into one parcel and an unsurveyed remainder. The proposed parcel would be approximately 2 acres encompassing the existing house. 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, Andrew Lagomarsino has owned subject property for 10+ years and the property has been in his family for much longer. The past and present uses of the property have been for an agriculture and residential purposes. The proposed project would not change the existing uses. 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 site's soils as they drain rapidly from the surface layers. The soil survey by US Department of Agriculture (USDA) indicates that the top layer of 0-48 inches is composed of clay soils. The following layers are followed by indurated material that result in a soil of hydrologic group C. The site is expecting percolation rates to slow down following the 48 inch soil layer. 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. 3