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Table 3: Estimated Future Working Day Sanitary Wastewater Flows and <br /> Septic Tank Information(a' <br /> (a) Estimated future flows based on estimated number of employees for future winery capacity of 200 tons crushed and 48 million gallons of wine bottled. <br /> (b) Number of septic tanks at location. For systems with multiple tanks,tanks are used in series. <br /> (c) Total septic system capacity,calculated by adding individual septic tank capacities. <br /> (d) gals=gallons. <br /> (e) Approximate distance to nearest production well. <br /> (f) ft=feet. <br /> (g) gpd=gallons per working-day. <br /> (h) Estimated working-day sanitary wastewater flow for crush and non-crush seasons are estimated as number of employees multiplied by 15 gpd per employee. <br /> (i) Estimated total number of employees per working-day for crush season at the Woodbridge Winery.Average number of users may vary. Based on information <br /> provided by Woodbridge Winery Personnel. <br /> (j) Estimated number of employees per day for non-crush season. - <br /> (k) Represents the visitors'contribution to the Visitors Center.The Woodbridge Winery also hosts an average of 10 events per year with an average of 200 guests <br /> per event.Each visitor is assumed to contribute 2 gpd per person to the septic system. <br /> (1) Cork processing operations have been discontinued however the restroom facilities are still in use by Warehouse personnel. <br /> (m) Assumes 105 working-day crush season and 175 working-day non-crush season. <br /> Updated Sanitary Wastewater Estimates Page 2 of 2 <br /> Woodbridge Winery,Acampo, California <br /> oWocunnem and seligsW ncaesreydestbpVadaO}Myre badin9&. <br />