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1600 <br /> MASS BALANCE ANALYSIS <br /> - Wine Cup Motor Coach Resort Wastewater Treatment Plant- <br /> Wine Cup Motorcoach Resort Wastewater Treatment Facilities <br /> %W 25,000 gpd @ Average Dry Weather Flow <br /> %W <br /> I. Desion Criteria <br /> FLOW CHART <br /> Raw Sewage Effluent <br /> Solid D1SDosal <br /> 1.1 Influent: @ ADWF <br /> 1 Temperature 70.0 IF <br /> 21.1 °C <br /> Flow Rate 25,000 gpd <br /> 17.4 gpm <br /> 0.04 ft'/s <br /> Mass <br /> BODS 72.9 Ib/d <br /> 1111110 TSS 52.1 Ib/d <br /> TKN 8.3 Ib/d <br /> ilbo NHgN 5.2 Ib/d <br /> � " Alkalinity 41.7 Ib/d as CaCO3 <br /> b/ Quality <br /> BODS 350 mg/L <br /> TSS 250 mg/L <br /> TKN 40 mg/L <br /> NH,-N 25 mg/L <br /> Alkalinity 200 mg/L as CaCO3 <br /> 1.2 Effluent: <br /> Discharge Rate 24,833 gpd <br /> Mass <br /> BODS 0.96 Ib/d <br /> TN 2.28 Ib/d <br /> NHgN 0.12 Ib/d <br /> TSS 0.24 Ib/d <br /> Quality <br /> BODS 5 mg/L <br /> kill TN 10 mg/L <br /> • NH4-N 0.5 mg/L <br /> �r TSS 1.2 mg/L <br /> Turbidity 5_2 NTU <br /> 1111b, <br /> Virus inactivation rate 5_99.999% <br /> Total coliform 52.2/100 mL weekly average <br /> 5_23/100 mL in last 7 days period <br /> *AO 5_240/100 mL in any 30 day period <br /> ` <br /> 111100 <br /> `4W <br /> v <br /> Mass Balance-SNdN Appendix-i-2 of 18 08/22/07 <br />