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FALL CREEK <br /> ENGINEERING,INC. <br /> .�„ Mass-Balance Analysis <br /> for <br /> Inorganic Dissolved Solids <br /> Jessie's Grove Winery, Lodi <br /> �. Wastewater System <br /> Input Data: IDS mg/L Governing Equation <br /> ` Wastewater IDS(Cww)= 660 Final Effluent IDS(mg/L)_ (Cww*Qww+Csw*Qsw+Cdr*Qdr) <br /> %W Stormwater IDS(Csw)= 160 (Qww+Qsw+Qdr-Eva) <br /> Direct Rainfall(Cdr)= 40 <br /> Part 1 -Current Processin-g Level(0.2 million-gallons per year of process water <br /> Scenario 1.1:Mass-Balance Calculations for Annual Average Rainfall(18.1 in/yr) <br /> Qww= 204,105 <br /> \.. Qsw= 516,853 <br /> Qdr= 405,009 <br /> Eva= 275,852 <br /> Final IDS(mg/L)= 275 <br /> Scenario 1.2: Mass-Balance Calculations for 100-Yr Rainfall(33 in/yr) <br /> Qww= 204,105 <br /> Qsw= 920,331 <br /> Qdr= 740,370 <br /> Eva= 275,852 <br /> Final IDS(mg/L)= 196 <br /> Part 2-Future Processing Level(0.5 million gallons per year of process water) <br /> Scenario 2.1:Mass-Balance Calculations for Annual Average Rainfall(18.1 in/yr) <br /> Qww= 485,664 <br /> Qsw= 516,853 <br /> `- Qdr= 405,009 <br /> ` Eva= 275,852 <br /> Final IDS(mg/L)= 371 <br /> Scenario 2.2:Mass-Balance Calculations for 100-Yr Rainfall(33 in/yr) <br /> �- Qww= 485,664 <br /> Qsw= 920,331 <br /> Qdr= 740,370 <br /> Eva= 275,852 <br /> �, Final IDS(mg/L)= 266 <br />