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SOIL SUITABILITY STUDY <br /> Introduction <br /> Live Oak GeoEnvironmental, Inc. (Live Oak) was contracted by Dwight Busalacchi to <br /> conduct a Soil Suitability Study and Nitrate Loading Study for his property located at <br /> 15467 East Kettleman Lane, Lodi, California (Plate 1). <br /> The Soil Suitability Study and Nitrate Loading Study are combined under this report <br /> cover and presented as two sections of this report. The formatting of the report has <br /> been designed to follow the recommendations of the San Joaquin County <br /> Environmental Health Department as described in its Soil Suitability Study <br /> Requirements Checklist and Nitrate Loading Study Requirements Checklist. <br /> The Soil Suitability Study was conducted to determine whether the soils are suitable for <br /> use with a septic system. The study was performed according to the requirements of <br /> Section 9-1105.2(d) of the San Joaquin County Development code. <br /> Proposed Development <br /> According to the San Joaquin County Community Development Department, the project <br /> involves a "Site Approval application for a small winery to be built in two phases over 6 <br /> years. Phase One, to be completed within 18 months, includes conversion of an <br /> existing 2,720 square foot agricultural building into a production and barrel storage' <br /> facility and construction of a 100 square foot building to accommodate a new accessible <br /> restroom. Phase Two, to be completed within 3 years, includes construction of a 1,472 <br /> square foot equipment storage building and outdoor patio area, construction of a 1,722 <br /> square foot tasting room, office, and storage room. No marketing events are proposed <br /> with this application." <br /> The proposed future construction is presented on Plate 2. <br /> Site_Description <br /> The Site consists of Assessor's Parcel Number (APN) 053-080-20, approximately 18 <br /> acres in size. The Site is located at 15467 East Kettleman Lane, Lodi. <br /> An agricultural building and a solar array are located on the Site. A domestic/irrigation <br /> well and a septic system serve the building (Plate 3). <br /> The elevation of the Site, according to a United States Geological Survey topographic <br /> map, is approximately 95 to 100 feet above mean sea level (Plate 4). The Site is <br /> slightly hilly, but relatively flat in the proposed project area. <br /> LOGE 1913 �/' ��\ s�- 6b������ _ .►eQ, ��he 1 <br /> W� s6A g��7 <br /> �ID7-1\6 <br />