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I I. INTRODUCTION Dillon & Murphy was retained by Victor Podesta to perform a Soil Suitability Study for the property located at 7921 N. Podesta Lane, Linden, CA. The subject parcel number is APN 091-350-01 . The purpose of the study is to determine the suitability of the property for septic tank usage as required by the County. The study was performed according to the requirements of Section 10100 of San Joaquin County Development Code. �} II. PROPOSED DEVELOPMENT The property is currently zoned AG-40. The Podesta property consists of a 67.50 acre parcel (see appendix for map). It is proposed to divide a 5 acre homesite parcel from the existing 67.50 acre property. The proposed division is being done as a Financing Homesite Parcel. Fi Ill. PRESENT AND PAST USE OF THE SITE Presently, Parcel 1 is a walnut orchard and contains an agriculture well at the north end of the property. At an adjacent property an exploratory bore hole was drilled. Refer to Application 93-1457 dated July 26, 1993 (see Appendix). IV. EXISTING AND PROPOSED SEPTIC TANK USAGE l : Parcel 1 will require a septic system when developed. The recommended septic area for this site is 12,000 square feet. At site address 7507 N. Podesta �F Lane, there was a system repair on the well tank as stated on permit no-88-2319 (See Appendix). Per permit No. 13396 a new septic tank and leach field were installed at 8000 N. Podesta Lane. In 1998 there was an addition to the existing septic system done by Morton Septic. V. GROUND WATER AND DEPTH TESTING. According to the map of "Lines of Equal Depth of Water Wells" published Fall, 1999, by the San Joaquin County Flood Control and.Water Conversation District, the depth to groundwater at this location is approximately 140 feet (see Appendix) The gradient ground water in the project area slopes south to north according to the map of lines of equal elevation published in the Spring of 1999 by San Joaquin County Flood Control and Water Conversation District (see Appendix). Water samples were taken from water faucet located by the office of the adjacent property and analyzed for 1� nitrates and DBCP. Samples were taken by Mike Toy of Dillon & Murphy the same day l i the percolation tests were performed. The samples were taken using the criteria of Precision Environ Tech. The samples were F l. F 1 l + 0,10210717921 N.Podesta Lane SOILS REPORT 110503