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The maximum average daily flow for the Site was estimated 453.5 - <br /> Oat ,457.65 <br /> ns per <br /> day (gpd). Through the use of a weighted average, the averageall the <br /> different effluent flows and concentrations was determined to be <br /> gallons per day. Please see the following tables that present the information in a <br /> tabular form. <br /> Table 4. Average Daily Flow Calculation <br /> Use Units Rate Subtotal_ Reduction Average DailyFlow <br /> Existing 3 bed 120 gallbrlday 360 gpd None 360 gallons per <br /> Residence rooms day <br /> Potential <br /> Future 2 bed 240 gallons per <br /> Second rooms 120 gal/brlday 240 gpd None day <br /> Dwelling Unit <br /> Wnery Staff 3 staff 13 39 gallons per <br /> (7 days) gal/staff 39 gpd None day <br /> Winery <br /> Customers 10 cost 5 gal/oust 50 gpd None 50 gallons per <br /> day <br /> (7 days) <br /> Marketing <br /> Event 50 cust 5 gal/cust 250 gpd 81365 5.48 gallons per <br /> Customers day <br /> (8X per year) <br /> Special <br /> Event 50 cost 5 gallcust 250 gpd 41365 2.74 gallons per <br /> Customers day <br /> (4X per year) <br /> Special 0.43 gallons per <br /> Event Staff 3 staff 13 gal/staff 39 gpd 41365 day <br /> (4X per year) <br /> Reduction factors convert calculated flow into average daily flow over a year. This needs to be taken into account <br /> since special events only take place periodically. No reduction is used for a residence since it is continuously <br /> occupied. <br /> LOGE1003 Page 11 <br />