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I. INTRODUCTION <br /> Dillon & Murphy was retained by Larey Smith to perform a Soil Suitability <br /> Study for the property located at 1 1 665 E. Tokay Colony Road, Lodi, California. <br /> The subject parcel number is APN 063-190-16. The purpose of the study is to <br /> determine the suitability of the property for septic tank usage as required by the <br /> County. The study was performed according to the requirements of Section <br /> 10100 of San Joaquin County Development Code. <br /> II. PROPOSED DEVELOPMENT <br /> The property is currently zoned AL-5. The Smith property consists of a 20 <br /> acre parcel (see appendix for map). It is proposed to divide four 5 acre parcels <br /> from the existing 20 acre property. There is an existing house on Parcel 1 . The <br /> proposed division is being done as a Minor Subdivision to create 3 new parcels. <br /> III. PRESENT AND PAST USE OF THE SITE <br /> Presently, Parcel 1 has an existing house and row crops. Parcel 2, 3, and 4 <br /> have row crops. There is one agricultural well on the site. <br /> IV. EXISTING AND PROPOSED SEPTIC TANK USAGE <br /> Parcels 2, 3, and 4 will require a septic system when they are developed. I <br /> have no knowledge of septic system failure on the property. Parcel 2 has an <br /> immediate plan for a house. A septic system and domestic well will be built under <br /> permit as part of the homesite construction. <br /> V. GROUND WATER AND DEPTH TESTING <br /> According to the map of "Lines of Equal Depth of Water Wells" published <br /> Fall, 1999, by the San Joaquin County Flood Control and Water Conversation <br /> District, the depth to groundwater at this location is approximately 100 feet. (see <br /> appendix). <br /> VI. SOIL PROFILE AND PERCOLATION TESTS <br /> Four test holes were excavated to depths of 3.5 feet on each parcel. The purpose <br /> of the test holes was to determine percolation rates in these areas. The holes were <br /> prepared in accordance with County Standards. These shallow test holes did not <br /> percolate adequately for use as a conventional septic system. <br /> 1 <br /> C:\0226\Soils Suitability Report 052103 <br />