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' F1 <br /> F <br /> December 23,2005 <br /> NOA Project Number: E05174A <br /> FTable 1. <br /> Estimated Quantity of Effluent <br /> Category,Work Total People per Average Quantity per Average Daily Flow <br /> _r Schedule Day Person (full build out in 5 years) <br /> '^ Office Workers 3 people today, 14 gpd/person 5 workers x 14 gpd/worker x 5/7 =$am-4:30 pm M-F S people in_550_years gpd average daily flow <br /> Chicken Houses 2 or 13 people 7workers x 14 gpd/worker— <br /> 6:30 am-4:30 pm, iZow, 14 gpd/person 98 gpd average daily flow <br /> r 7 days per week le , years I <br /> Processing Plant ow 15 workers x 14 gpd/worker x 5/7 = <br /> 6:00 am-3:00 pm 15 people in 5 years 14 gpd/person 150 gpd average daily flow <br /> M-F,sometimes Sat. <br /> 71 Truck Drivers 2 drivers now 3 workers x 14 gpd/worker x 5/7 = <br /> d 5:30 am to 3:00 pm 3 drivers in 5 years 14 gpd/person 30 gpd average daily flow <br /> M-F,sometimes Sat. <br /> 3 residents x 70 gpd/residents= <br /> 2-BR Trailer 1 3 residents max 70 gpd per resident 210 gpd average daily flow <br /> r <br /> 3 residents x 70 gpd/residents= <br /> 2-BR Trailer 2 3 residents max 70 gpd per resident 210 gpd average daily flow <br /> u ( <br /> c-- 3 residents x 70 gpd/residents = <br /> 2-BR Trailer 3 3 residents max 70 gpd per resident 210 gpd average daily flow <br /> 3-BR Trailer 4 4 residents max 70 gpd per resident 4 residents x 70 gpd/residents =280 gpd average daily flow <br /> 4 residents 0,gPd/rests= <br /> N f 3-BR Residence 4 residents max 70 gpd per resident 2g d- verage daily flo <br /> Average Daily Flow. I L 1,51$gpd <br /> Note —gpd is gallons per day;5/7 is a factor to convert a 5-day work we into a 7-day work w <br /> For parcel 023-170-08 (363.66 AC), the total daily waste water quantity from sep i ystem use is <br /> estimated to be 1,518 gallons per day. No septic uses are associated with the other parcels. <br /> 1,-Z1-he average total nitrogen concentration of domestic waste water is normally considered to be <br /> 20-85 mg/L-N with 35 to 45 mg/L-N being typical (Crites and Tchobanoglous, 1998). It is <br /> estimated that commercial use will have higher concentrations of total nitrogen when compared to <br /> residential use. It is estimated that the average concentration for total nitrogen in waste water from <br /> both uses, commercial and residential,will be approximately 60 mg/L-N over the long term. <br /> N <br /> F <br /> i <br /> r <br />