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(OLD TABLE) <br />Pipe and Pump Design Year 2000 Design Demand <br />Average Daily Flow (cfs)Average Daily Flow (rogd)Peak Flow Sewered Sewer Units <br />CITY Residential Non-Residential Residential Non-Residential Total gpm Populatio Residential Non-Residential <br />Total n Total <br />Orono Pump Station peak <br />Orono 1.37 0.13 1.50 0.89 0.08 0.97 factor 7,699 2.405 212 2.617 <br />Mtka. Beach 0.13 0.02 0.15 0.08 0.02 0.10 3.3 695 220 70 290 <br />Sub-total 1.50 0.15 1.65 0.97 0.10 1.07 2.450 8.394 2.625 282 2,907 <br />Lona Lake Pumo Station <br />Orono 0.03 0.14 0.17 0.02 0.09 0.11 peak 165 52 193 245 <br />Long Lake 0.42 0.34 0.76 0.27 0.22 0.49 factor 2.350 735 596 1.331 <br />Medina-Mom.0.07 0.00 0.07 005 0.00 005 3.5 265 83 0 83 <br />Sub-total 0.52 0.48 1.00 0.34 0.31 0.65 1.600 2.780 870 789 1.659 <br />Future Orono Injectors <br />Orono 0.09 —0.09 0.06 0.06 —522 163 0 163 <br />Subtotal <br />Orono Only 1.49 027 1.76 0.97 0.17 1.14 —8,386 2,620 405 3.025 <br />Total <br />Interceptor 2.11 0.63 2.74 1.37 0.41 1.78 —11.846 3.658 1,071 4,729 <br />Flow rate: I IS gal/capita/day and 3.2 persons/household = 368 gpd = 1 unit <br />Source: City of Orono Resolution No. 901 - April 17,1978 <br />Addendum No. 3, Preliminary Engineering Report, Orono-Long Lake Interceptor <br />Prepared by McCombs Knutson Associates for MWCC: November 1977 <br />ONSERT NEW TABLE HERE> <br />I <br />I <br />1 <br />] <br />J <br />J <br />I <br />CMP 6-35 <br />J