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r.%' --V <br />6. WASTEWATER FLOWS BY INTERCEPTOR AREA 1995/2000/2010 <br />METHOD A - Method A is i projection based on the 1990-94 average measured floNv (227 <br />MGY) divided by the 1990-94 average sewered population (4471) yielding 139.1 gpd/person. <br />The population estimates of iom #2-a were multiplied by this figure x 365 days. <br />FLOWS IN MILLIONS OF GALLONS PER YEAR <br />A. UFT STATION 59 <br />B. LIFT STATION 60 <br />C. DOWNSTREAM INTERCEPTOR <br />D. WAYZATA DIRECT <br />TOTALS <br />1995 2010 <br />201.4 203.6 198.0 <br />6.3 17.2 25.4 <br />16 5 19.0 30.5 <br />7.5 7.2 7.2 <br />231.7 247.0 261.1 <br />METHOD B - Method B uses the projected total flows from Method A, and apportions these <br />flows according to the average actual percentages of total flow tor each interceptor service <br />area for the period 1986-1990 (meter data for 1991-94 yield incorrect flows for downstream <br />interceptor areas). The result of Method B more accurately portrays actual flows by <br />interceptor area, and reflects the commercial/industrial flows through Lift Station 60 as well as <br />the primarily residential flows through the downstream interceptors and Wayzarta direct. <br />FLOWS IN MILLIONS OF GALLONS PER YEAR <br />AVG. % <br />OF FLOW 1995 2000 2010 <br />A. LIFT I/ TION 59 <br />B. LIFT ST.N 'ION 60 <br />C. DOW IS SI REAM INTERCEPTOR <br />D. WAYZATA DIRECT <br />TOTALS <br />80%185.4 197.6 208.9 <br />15%34.8 37.0 39.2 <br />3.5%8.1 8.7 9.1 <br />1.5%3.4 3.7 3.9 <br />100.0%231.7 247.0 261.1