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■ GEOTECHNICAL ■ GEOLOGY ■ ENVIRONMENTAL <br /> BAEZ GEOTECHNICAL GROUP <br /> Via E-Mail <br /> February 24, 2020 <br /> BGG No. G123.02 <br /> RECENE N c D <br /> Paul Franzia ff��G C <br /> Latitude 37 Partners,LLC FEB 2 5 2020 <br /> 20679 Highway 120 <br /> Escalon, California 95320 ENVIRONMENTAL HEALTH <br /> PERMIT/SERVICES <br /> Subject: Soil Suitability Study and Nitrate Loading Study <br /> Zinc House Winery <br /> 20679 Highway 120 <br /> Escalon, California <br /> Dear Mr. Franzia: <br /> Baez Geotechnical Group(BGG)has conducted a Soil Suitability Study and Nitrate Loading Study <br /> for the proposed Zinc House Winery site improvements located at 20679 Highway 120 in Escalon, <br /> California(Plate 1 —Vicinity Map). <br /> The Soil Suitability and Nitrate Loading Studies are contained herein.The study was conducted to <br /> satisfy the requirements ofthe San Joaquin County Environmental Health Department as described <br /> in its Soil Suitability Study Requirements Checklist and Nitrate Loading Study Requirements <br /> Checklist in accordance with Section 9-1105.2(d) of the San Joaquin County Development code. <br /> The purpose of this study was to assess the suitability of the subject site soils for use with the <br /> proposed Zinc House Winery septic system. <br /> PROPOSED SITE IMPROVEMENTS <br /> The proposed project includes the construction of a new winery at the existing Zinc House site.The <br /> proposed winery improvements will be located in the southeast corner of the property,adjacent to the <br /> existing residential and agricultural structures,as shown on Plate 2, Site Plan. The proposed winery <br /> improvements include: <br /> • A new winery facility in the location of an existing barn. <br /> • A new crush slab on the north side of the new winery facility. <br /> • Two existing buildings will be converted into restroom and wine tasting buildings. <br /> • Three new water storage tanks will be constructed northwest of the new winery building. <br /> • Paved driveways on the west and east sides of the winery/existing residences. <br /> • Paved parking stalls. <br /> • Gravel covered overflow parking lot and drive aisles. <br /> • A storm water basin. <br /> • Winery wastewater system improvements from the winery to the land application area in the <br /> northern half of the existing orchard. <br /> 2060 COLORADO AVE,STE B,TURLOCK,CA 95382 1 1686 2"D ST,STE 205,LIVERMORE.CA 94550 I(209)632-37791 WWWbaezgeotechnicalgroup.com <br />