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WINE CUP MOTOR COACH RESORTWASTEWATER TREATMENT PLANTi <br /> MASS BALANCE ANALYSIS-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 lb/d <br /> 66 mg/L <br /> (I) (2) (3) (4) (5) <br /> RW= 25,000 gpd MBBRI= 18,909 gpd MBBRE= 18,909 gpd M DAFE= 18,741 gpd TE= 24,833 gpd Discharge <br /> BODS= 73 Ib/d BODS= 74 /b/d ' BODS= 2 Ib/dBODS= 2 /b/d BODS= 1.0 /b/d <br /> 350 m9/L 309 m9/L 10 m9/L 10 m9/L 4.6 m9/L <br /> T55= 51 /b/d TSS= 54 Ib/d Intemal Recyde TSS= 37 /b/d T55= 2 Ib/d (6) T55= 0.2 /b/d <br /> 150 m9/L 225 mg/L 154 mg/L 10 m9/L BW= 3,909 gpd 1.2 mg/L <br /> TKN= 8 Ib/d TKN= 8 Ib/d TN= 2 Ib/d TN= 2 /b/d TN= 2 Ib/d <br /> 40 m9/L 35 1779/L 9 m9/L 9 m9/L 10 m9/L <br /> NH3-N= 5 Ib/d NH3-N= 5 Ib/d NH3-N= 0.1 Ib/d NH3-N= 0.1 lb/d Turbidity= S2 NTU <br /> 25 m9/L 22 mg/L 0.5 mg/L 0.5 m9/L Total coliform= S2.2 1/100 mL <br /> (10) <br /> SW= 167 gpd <br /> ODS= 0.01 Ib/d <br /> 10 m9/L <br /> TS= 35 Ib/d <br /> 2.5% <br /> (10) <br /> SW= 167 gpd <br /> TS= 30 Ib/d <br /> Disposal 2.2% <br /> Schematic Appendix-i-1 of 18 08/22/07 <br />