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The maximum average daily flow for the Site was estimatedLbe <br /> e 641.6 allons per day <br /> (gpd). Through the use of a weighted average, the averration of all the <br /> different effluent flaws and concentrations was determined 47.6 g/L-N at 641.6 <br /> gallons per day. Please see the following tables that p e 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 gal/br/day 360 gpd None 360 gallons per <br /> Residence rooms day <br /> Potential <br /> Future 2 bed 120 gal/brlday 240 gpd None 240 gallons per <br /> Second rooms day <br /> Dwelling Unit <br /> Winery Staff 1 staff 13 gal/staff 13 gpd None 13 gallons per <br /> (7 days) day <br /> Winery 28.6 gallons per <br /> Customers 10 cust 5 gal/cost 50 gpd 4/7 day <br /> (4 days) <br /> Reduction factors convert calculated now into average daily flow over a year. This needs to be taken into account <br /> since customers are not present every day. No reduction is used for a residence since it is continuously occupied. <br /> Table 5. Weighted Average Concentration Calculation <br /> Use Average Daily Estimated Waste Weighted Average <br /> Flow Water Quality Product <br /> Residence 600 gpd 45 mg/L-N 27,000 gpd-mg/L-N <br /> Winery Staff 13 gpd 85 mg/L-N 1,105 gpd-mg/L-N <br /> Winery Customers 28.6 gpd 85 mg/L-N 2,431 gpd-mg/L-N <br /> Totals 641.6 gpd ✓ 30,536 gpd-mg/L-N <br /> Weighted Average 30,536 d-m /L-N 1 641.6 <br /> Concentration: gp 9 gpd=47.6 mg/L-N <br /> LOGE1005 Page 11 <br />