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Table 4. <br /> Typical Quantity of Effluent from Residential and Commercial Sources. <br /> Total Average Average Daily Flow <br /> i Category People per Quantity per per Parcel <br /> Day Person <br /> 5 Bedroom 6 <br /> Main 70 gal/day/person 6 residents/day x 70 gpd/person = 420gpd <br /> Residence IV residents <br /> 1 Bedroom 2 <br /> Guest House 70 gal/day/person 2 residents/day x 70 gpd/person = 140gpd <br />€ residents <br /> 3 Bedroom 4 <br /> Caretaker 70 gal/day/person 4 residents/day x 70 gpd/person = 280gpd <br /> House residents <br /> Total Residential <br /> Long Term Average Daily Flow = 840 gallons per day <br /> Banquet Hall 6 13 (6 employee/day x 13 gpd/person) x (24/365ths) _ <br /> 24 banquets Employees gal/day/person 5.12 gpd <br /> per year <br /> 350 9 (350 customers/day x 9 gpd/person) x (24/365ths) _ <br /> Customers gal/day/person 207.12 gpd <br /> Wine Tasting 2 13 (2 employee/day x 13 gpd/person) x (2/7ths) <br /> Room Employees gal/day/person = 7.42 gpd <br /> Open <br /> weekends by 10 3 (10 customers/day x 3 gpd/person)x (2/7ths) <br /> appt. only Customers gal/day/person = 8.57 gpd <br /> Total Commercial <br /> = 228.23 gallons per day <br /> Long Term Average Daily Flow <br /> Total Site , <br /> = 1,069 gallons per dayF/ <br /> Long Term Average Daily Flow <br /> Note —gpd is gallons per day. <br /> For the subject property, the total daily waste water quantity is 1,069 gallons per day. A 24/365 <br /> conversion was used to account for the banquet hall being open 24 days per year. A 2/7 <br /> conversion was used to account for the wine tasting facility being open two (2) days per week. <br /> The-average total nitrogens ation of domestic waste water is normally considered to be <br /> �20Z8mg/L-N with 35 toy mg/ N being typical (Crites and Tchobanoglous, 1998). It is <br /> estimated that commercial use wi have higher concentrations of total nitrogen when compared <br /> to residential use. It is estimated that the average concentration for total nitrogen in waste <br /> water for the commercial aspect of the project is approximately 85 mg/L-N over the long term. <br /> 902 Industrial Way•Lodi,CA 95240.209.367.3701 •Fax 209.369.4228 (02008 Neil O.Anderson&Associates,Inc <br />