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. l � <br /> I. INTRODUCTION <br /> E f ' Dillon & Murphy was retained by Victor Podesta to perform a Soil Suitability <br /> Study for the property located at 7921 N. Podesta Lane, Linden, CA. The subject <br /> parcel number is APN 091-350-01 . The purpose of the study is to determine the <br /> suitability of the property for septic tank usage as required by the County. The <br /> study was performed according to the requirements of Section 10100 of San <br /> Joaquin County Development Code. <br /> II. PROPOSED DEVELOPMENT <br /> The property is currently zoned AG-40. The Podesta property consists of a <br /> 67.50 acre parcel (see appendix for map). It is proposed to divide a 5 acre <br /> homesite parcel from the existing 67.50 acre property. The proposed division is <br /> beingdone as a Financing Hom i <br /> g elite Parcel. � J <br /> Ill. PRESENT AND PAST USE OF THE SITE <br /> Presently, Parcel 1 is a walnut orchard and contains an agriculture well at the ((x-1) <br /> north end of the property. At an adjacent property an exploratory bore hole was <br /> drilled. Refer to Application 93-1457 dated July 26, 1993 (see Appendix). <br /> IV. EXISTING AND PROPOSED SEPTIC TANK USAGE <br /> Parcel 1 will require a septic system when developed. I have no knowledge <br /> of septic system failure on the property. <br /> V. GROUND WATER AND DEPTH TESTING <br /> 4 <br /> According to the map of "Lines of Equal Depth of Water Wells" published � J i <br /> Fall, 1999, by the San Joaquin County Flood Control and Water Conversation ! <br /> District, the depth to groundwater at this location is approximately 140 feet (see <br /> Appendix) The gradient ground water in the project area slopes south to north Z(7 ✓r <br /> R . according to the map of lines of equal elevationublished in the <br /> p Spring of 1999 by <br /> San Joaquin County Flood Control and Water Conversation District (see Appendix). �` 1 <br /> ! Water samples were taken from water faucet located by the office of the adjacent <br /> property and analyzed for nitrates and DBCP. Samples were taken by Mike Toy of �yY <br /> Dillon & Murphy the same day the percolation tests were performed. The samples <br /> were taken using the criteria of Precision Environ Tech. The samples were �,,,f' <br /> transported via automobile to Precision Environ-Tech and released to them (see <br /> chain of custody in Appendix). The nitrates were measured at 8.62 mg/l. The <br /> DBCP was measured as non-detect (see Appendix for results). Based on water <br /> a testing, potential for contamination is very low. <br /> ll <br /> 1 <br /> C:10 2 1 0717 92 1 N. Podesta Lane SOILS REPORT 110503 <br />