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St. Anthony 2040 Comprehensive Plan Chapter 7: Sanitary Sewer <br />138 <br /> <br />TABLE 7-6: LIFT STATION CAPACITY ANALYSIS <br />Lift <br />Station <br />Pumping <br />Capacity <br />(gpm) <br />Location Existing Max <br />Flow (gpm) <br />2040 Max <br />Flow (gpm) <br />Remaining <br />Capacity (gpm) <br />3 2,000 Foss Road 1,830 1,970 30 <br />4 300 Harding Street <br />NE 240 240 60 <br />5 5 Silver Point Park 5 5 - <br /> <br />A trunk sewer capacity analysis was conducted in order to determine <br />whether the existing sewer service trunk lines would be sufficiently sized <br />to handle the increased wastewater flows due to development by 2040. <br />The capacities of the major sewer trunk lines in St Anthony were <br />calculated and compared to the 2040 maximum flows within each meter <br />region. All four-meter regions (M055, M055A, M104, and unmetered <br />M131) have trunk sewer lines with sufficient capacity to serve the 2040 <br />maximum flows. Therefore, there is currently no anticipated need for trunk <br />upsizing in St Anthony, given the current 2040 development plan. A <br />summary of this analysis is provided in TABLE 7-7 below. <br />