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Lt <br /> F1 July 11,2007 <br /> NOA Project Number: E07094A <br /> F! Table 1. <br /> Typical Quantity of Effluent <br /> Total Average Days of Average Daily Flow <br /> Fj Category People per Quantity per Use per per Facility <br /> Day Person(gal) Year <br /> 0 t 1 Monk Residence L 1 70 365 (1 person x 70 gal x 365 days) / 365 <br /> Residential I days= 70 gal <br /> 8 Monk Residence (8 people x 70 gal x 365 days) / 365 <br /> nay Residential 8, 70 365 y g <br /> � days=560 al <br /> 2 Nun Residence— (2 people x 70 gal x 365 days) / 365 <br /> Residential 2. 70 365 days =140 gal <br /> k Temple (499 people x 2 gal x 5 days) / 365 <br /> Y g , <br /> Commercial 499 2( `. 5 days =13.57 al <br /> �. <br /> Meditation Centex ` 15 2 36 (15 people x 2 gal x 36 days) /365 <br /> i 1 days =2.95 al <br /> Commercial �., y $ <br /> 8 monks Z 12 (8 people x 2 gal x 12 days) / 365 <br /> Future Assembly Hall r days = .52 gal <br /> Commercial (150 people x 2 gal x 1 day) / 365 <br /> 150 tenants 2 1 p 1c�ays= .82 gal <br /> F) TOTAL AVERAGE GALLONS PER DAY 7$7.95 gallonsl <br /> 7 <br /> RESIDENTIAL 770 gallons <br /> FjCOMMERCIAL 17.96 allons <br /> Note —gpd is gallons per day. F <br /> ►- For the subject property,the total daily waste water quant s 787.96 gallons per day. e average <br /> total nitrogen concentration of domestic waste water is no na'lly occnsidered to ee 20-85 mg/L-N <br /> with 35 to�4ng/L-N being typical_(Crites and Tchobanoglous, 1998). It is estimated that religious <br /> facility ' --will be approximat85mg/,L-"�A)weighted average is therefore used to calculate the <br /> total mg/L-N over the long term in the flow for the site since this project will include both religious <br /> and residential concentrations.Please see the following equation for further detail: <br /> P <br /> P <br /> Rx <br /> C <br /> 6 j <br /> F1 <br /> r s <br />