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Kennedy/Jenks Consultants <br /> The Wine Group and previous owners historically discharged winery process water to a series <br /> of evaporation/ percolation basins located south of the Facility (see Figure 2) during the period <br /> from 1935 to 1995. In 1995, the Facility eliminated the practice, of treatment and disposal of <br /> process water in the basins and instead began to pretreat the process water for solids removal <br /> and discharge to approximately 286 of the 330 acres of the Facility's vineyards for treatment <br /> and reuse as vineyard irrigation. A portion of the former evaporation/percolation basins area <br /> was converted to an approximate 12.6 acre-feet emergency discharge reservoir where process <br /> water and stormwater could be diverted in high-Flow or emergency situations. <br /> During the non-irrigating season, typically October through March, the process water has been <br /> applied to a network of furrows in the vineyard using a piping manifold with various risers and <br /> valves located at the end of 3-foot wide by 2-foot deep triangular furrows that are plowed <br /> between the vines. Once the process water has been applied to a furrow, the valve is closed <br /> and another valve at the end of the next furrow is opened. By utilizing such an alternating <br /> pattern for process water disposal, the Facility can evenly distribute process water over the <br /> 286 acres of vineyards and achieve sufficient evaporation, treatment, and percolation of process <br /> water in soils beneath the vines prior to the next application. Between each process water <br /> application, each furrow is allowed to dry and then plowed with a disc within 10 to 30 days after <br /> the field is dry prior to the next process water application. <br /> During the irrigating season, typically April through September, the Facility has supplemented <br /> process water with water from South San Joaquin Irrigation District (SSJID) or irrigation wells to <br /> meet the water demands of the vineyards. <br /> 5.4.2 Soil <br /> Treatment of the process water primarily takes place in the soil; therefore, an evaluation of the <br /> site soils' ability to treat the process water is warranted. The following sections outline the <br /> necessary steps for soil evaluation. <br /> 5.4.2.1 Soil Types <br /> According to the USDA, there are three soil types at the Facility and surrounding vineyards: <br /> _ Honcut, Delhi, and Veritas. Figure 4 provides an areal map of the site depicting approximate <br /> locations of the three soil types (Section 1.4.1 of this Work Plan includes a description of the <br /> various soil types). Veritas soils are located in the northern vineyards and cover the smallest <br /> portion of the total vineyards. Honcut and Delhi are intermingled over the remaining vineyards <br /> and cover approximately equal portions of the vineyards. <br /> 5.4.2.2 Soil Quality <br /> Estimates of the physical and chemical properties of the soils are included in the October 1992 <br /> Soil Survey for San Joaquin County, California (USDA, 1992). A soil sampling program will be <br /> initiated at the Wine Group to confirm the assumptions found in the USDA soil survey. <br /> Groundwater Protection Work Plan, The Wine Group Page 5-2 <br /> Franzia Winery, Ripon, California <br />