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CMP Part 4B. Sanitary Sewer Plan <br /> Table 4B-5: MCES Sewered Wastewater Projections <br /> 2010 2020 2030 2040 <br /> Annual Average Wastewater Flow (MGD) 0.58 0.59 0.65 0.72 <br /> Total Flow (average day x 365) 211.7 215.35 237.25 262.8 <br /> As a point of reference,.Table 4B-6 below depicts the amount of Orono wastewater actually <br /> delivered into the MCES system from 2012-2016. <br /> Table 4B-6:Sanitary Sewer Flow from Orono 2012-2016 <br /> 2012 2013 2014 2015 2016 <br /> Annual Average <br /> Wastewater Flow (MGD) 0.48 0.57 0.63 0.49 0.54 <br /> Total Flow (average day x <br /> 3651 177.21 207.73 228.52 177.27 199 <br /> Orono Projections <br /> Orono's projects are based on the planned development of the existing Municipal Service <br /> Areas. The current and projected connections are shown in the table below broken down <br /> by Sewer Service Areas. Note that the projections used in this report Plan are greater than <br /> the MCES projections since they rely on flow estimates for each parcel of developable <br /> land, rather than population estimates. <br /> Residential Equivalents Connections (REC) <br /> The table uses Residential Equivalents Connections (REC) to convert non-residential <br /> connection into their residential equivalents. The project flows are calculated based on 1 <br /> REC = 250 Gallons / Day (1 REC = 2.5 residents x 100 gal/resident/day). Table 4B-7 is <br /> projections based on proposed land use projections, applied to each metershed. <br /> City of Orono Community Management Plan 2020-2040 Part 4B, Page 9 <br />