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Image Placeholder <br />ACOMPREHENSIVE SANITARY <br />SEWER PLAN <br />2040 COMPREHENSIVE PLAN UPDATE DRAFT Dec14-17 <br />for review only <br />District O <br />To serve the future Sub-district O1 which is zoned for future industrial <br />and medium density residential; Sub-district O2 which is zoned <br />for future industrial, medium density residential, and high density <br />residential; Sub-district O3 which is zoned for future industrial, <br />medium density residential, mixed use, and low density residential; <br />Sub-district O4 which is zoned for future low density residential; and <br />to accommodate flows from the future District U outside of the 2040 <br />MUSA, 33-inch to 36-inch sanitary sewer will need to be extended <br />from the MCES interceptor sewer� Trunk system improvements will <br />also include the construction of Lift Station O4 with an approximate <br />pumping capacity of 6,700 gpm in Sub-district O4 to direct the future <br />flows in District U outside the MUSA to Sub-district O3 and eventually <br />enter the MCES Interceptor at connection point O1� <br />District P <br />District P1 which is zoned for future low density residential, business <br />park, mixed use, medium density residential, and industrial will <br />require trunk sanitary sewer improvements prior to the development <br />of this district� Trunk sanitary sewer improvements will consist of the <br />extension of a 15-inch trunk sanitary sewer from the MCES Interceptor <br />Sewer at connection point P1� The construction of Lift Station P1 with <br />a minimum pumping capacity of 985 gpm will also be required in order <br />to serve the entire District P1� <br />District Q <br />To serve the future Sub-districts Q1, Q2, Q3, Q4, and to accommodate <br />flows from the future District T outside of the 2030 MUSA, 12- to 30- <br />inch trunk sanitary sewer will need to be extended from the MCES <br />Interceptor Sewer� Trunk system improvements will also include <br />the construction of Lift Stations Q2 and Q4 with minimum pumping <br />capacities of 470 and 660 gpm in Sub-district Q2 and Q4, respectively, <br />to direct the flows to Sub-district Q3 and eventually enter the MCES <br />Interceptor at connection point Q1� Sub-districts Q1 and Q3 will <br />be directed by gravity sanitary sewer to the MCES interceptor at <br />connection point Q1� <br />District R <br />To serve the future low density residential Sub-districts R1 and R2, a <br />10-inch trunk sanitary sewer will need to be extended from the MCES <br />Interceptor Sewer� Trunk system improvements will also include the <br />construction of Lift Station R1 with a minimum pumping capacity of <br />235 gpm in Sub-district R1 to direct the flows to Sub-district R2 and <br />eventually enter the MCES Interceptor at connection point R1� <br />District S <br />To serve the future medium and high density residential Sub-district <br />S1, a 10-inch trunk sanitary sewer will need to be extended from the <br />MCES Interceptor Sewer� Trunk system improvements will include the <br />construction of the sanitary sewers to direct the flows to Sub-district S1 <br />directly to the MCES interceptor at connection point R1�