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St. Anthony 2040 Comprehensive Plan Chapter 7: Sanitary Sewer 136 flows by an estimated 230,000 gallons per day. As a result of the redevelopment, St. Anthony will surpass the Metropolitan Council’s wastewater projections, bringing the City’s total average wastewater flow to 0.96-0.99 MGD. Since there are no plans for future development in the unmetered sewer service area of St. Anthony, it is anticipated that there will be no major changes in the projected flows of this region’s flow contribution to interceptor 1-MN-303. SANITARY SEWER DESIGN CRITERIA Land Use The City’s existing and 2040 land use maps were used in the development of this plan. Detailed information and figures regarding St. Anthony’s land use is included in the City’s 2040 Comprehensive Land Use Plan. Using existing land-use, metering data, and future land use information, existing and future flows were calculated and divided by meter service area as described below. Existing Average Flow To estimate the flows in trunk mains throughout the City, metering data was retrieved from the Metropolitan Council. Flows were assigned proportionally to each meter service area based on the acreage of residential, commercial/retail/industrial/institutional/utility, and park/undeveloped land within each area, and typical flows per acre for each particular land use. Future Average Flow – 2040 Build Out Once average flows were estimated, future flows were projected based on the planned 2040 land use from the Land Use Plan. Parcels that are planned to be developed were assigned wastewater flow rates in accordance with their land use type. TABLE 7-5 lists the assigned flows based on the residential densities in the 2040 Land Use Plan and typical flows recommended by MCES, which include design considerations for inflow and infiltration (I/I). Refer to the Inflow and Infiltration section of this report for more information about I/I as it relates to St. Anthony’s sanitary sewer system.