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WINE CUP MOTOR COACH RESORT WASTEWATER TREATMENT PLANT <br /> MASS BALANCE ANALYSIS AAAAA 25 , 000 GPD @ AVERAGE DRY WEATHER FLOW <br /> (7) <br /> BWW = 3, 909 gpd <br /> BODS = 1. 4 /b/d <br /> 44 mg/L <br /> TSS = 2.2 /b/d <br /> 66 mg/L <br /> (1) (2) (3) (4) (5) <br /> • j TE = 24, 833 gpd Dlschar e <br /> RW = 25, 000 gpd MBBRI = 28,909 gpd MBBRE = 28,909 gpd DAFE = 28, 742 gpd g <br /> BOD 5 = 73 /b/d BOD 5 = 74 /b/d ' BODS = 2 /b/d BODS = 2 /b/d 8OD5 = 1. 0 /b/d <br /> 350 m9/L 309 m9/L1P <br /> 10 m9/L 10 m9/L 4. 6 mg/L <br /> TSS = 52 /b/d TSS = 54 /b/d Internal Recycle TSS = 37 /b/d TSS = 2 /b/d (6) TSS = 0.2 /b/d <br /> 250 mg/L 225 m9/L _ - - 154 m9/L 10 mg/L SW = 3, 909 gpd 1. 2 mg/L <br /> TKN = 8 /b/d TKN = 8 /b/d TN = 2 /b/d TN = 2 /b/d TN = 2 /b/d <br /> 40 m9/L 35 m9/L 9 m9/L <br /> 9 mg/L 10 mg/L <br /> NH3 -N = 5 /b/d NH3 -N = 5 /b/d NH3 -N = 0. 1 /b/d NH3 -N = 0. 1 /b/d Turbidity = _<2 NTU <br /> 25 m9/L 22 m9/L 0. 5 m9/L 0. 5 m9/L Total coliform = _52.2 1/100 mL <br /> (10) <br /> SW= 167 gpd <br /> OD 5 = 0. 01 /b/d <br /> 10 mg/L <br /> T5 = 35 /b/d <br /> 2. 5% <br /> Aerobic <br /> Sludge <br /> Digester <br /> 267 Gal ) <br /> (20) <br /> 5W= 167 gpd <br /> TS = 30 /b/d <br /> Disposal 22 % <br /> Schematic Appendix-i-1 of 18 08/22/07 <br />