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Table 3: Estimated Future Working Day Sanitawy Wastewater Flow's and <br />Septic Tank IntormationW <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 />((;) ibtal septic system capacity, calculated by adding individual septic tank capacities. <br />(d) gats = 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 />(1) Estimated total number of employees per working -day for crush season at the Woodbridge Winery. Average number of users may vary. <br />Provided by Woodbridge Winery Personnel. Based on information <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 />R-,perarea Sanitary Wastewater l«'stimates <br />Woodbrldge Wlaeiy, Acampo, California <br />:.IdoCuments and Eelring512an Chcsney4letktepwiblc0;4fuWra foao'ingt.dx <br />Page 2 of <br />