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INTE/QNATlO NAL <br /> MASS BALANCE ANALYSIS <br /> - Wine Cup Motor Coach Resort Wastewater Treatment Plant- <br /> Wine Cup Motorcoach Resort Wastewater Treatment Facilities <br /> 25,000 gpd @ Average Dry Weather Flow <br /> NHgN 5 Ib/d <br /> Quality <br /> BODS 309 mg/L <br /> TSS 225 mg/L <br /> TKN 35 mg/L <br /> NHgN 22 mg/L <br /> 2.1.5 Results: <br /> Stream(3)-MBBR Effluent <br /> Flow 28,909 gpd <br /> Mass <br /> BODS 2.4 Ib/d <br /> TSS 37.2 Ib/d <br /> TN 2.3 Ib/d <br /> NHgN 0.1 Ib/d <br /> Quality <br /> BOD, 10 mg/L <br /> TSS 154 mg/L <br /> TN 9 mg/L <br /> NHgN 0.5 mg/L <br /> Stream(41-DAF Effluent <br /> Flow 28,742 gpd <br /> Mass <br /> BODS 2.40 Ib/d <br /> TSS 2.40 Ib/d <br /> TN 2.28 Ib/d <br /> NHgN 0.12 Ib/d <br /> Quality <br /> BODS 10 mg/L <br /> TSS 10 mg/L <br /> TN 9.5 mg/L <br /> NHq N 0.5 mg/L <br /> Stream(10)-Solid Wasted <br /> Flow 167 gpd <br /> Mass <br /> BODS 0.01 Ib/d <br /> TS 35 Ib/d <br /> TN 0.01 Ib/d <br /> NHq N 0.001 Ib/d <br /> Quality <br /> BODS 10 mg/L <br /> TS 2.5 % <br /> TN 10 mg/L <br /> NH,-N 0.5 mg/L <br /> 2.2 Tertiary Treatment System <br /> 2.2.1 Flow Chart and Mass Balance Analysis <br /> FLOW CHART <br /> Backwash Water h Water <br /> + (BW)(6) (6) <br /> OAF Effluent(DAfE) <br /> (4) Treated Effluent(TE)(5) <br /> —� Ili <br /> Backwash WnsteKnter <br /> (BWW)(7) <br /> Mass Balance-SNdN Appendix-i-6 of 18 08/22/07 <br />