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06-08-15-WS
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06-08-15-WS
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Comprehensive Plan Amendment Submittal Form <br />May 2011 7 <br /> Privately Owned / Community Treatment System <br /> Local / Municipal Owned Wastewater Treatment Plant <br /> Regional Wastewater Treatment <br /> <br />22. Wastewater Flow: Complete the following table to show whether the amendment increases or <br />decreases wastewater flow compared to the currently planned land use and sewer flow projections. <br /> <br />Year Total Community Flow <br />Pre-Amendment (mgd) <br />Total Community Flow <br />Post-Amendment (mgd) <br />2010 1.28 0.86 <br />2020 1.47 1.30 <br />2030 1.47 1.73 <br />mgd = million gallons per day <br /> <br />23. Does the local wastewater system have adequate capacity or staged capacity to <br />accommodate the proposed amendment? <br /> <br /> Yes. No. Explain response below: <br />Sanitary sewer will need to be extended into the AUAR study area to provide sewer service to the various lots. The use of a <br />small lift station may be required depending on future uses, but the system will primarily be gravity-based. <br />24. Does the regional wastewater system have adequate capacity or staged capacity to <br />accommodate the proposed amendment? <br /> <br /> Yes. No. Explain response below: <br />The MCES lift station has a flow capacity of 5.8 million gallons per day (mgd). The average daily flow pumped at this lift <br />station between 2005 and 2010 ranged from 0.47 mgd to 0.57 mgd. The corresponding allowable peak flow, reached during <br />precipitation events, would be a maximum of just under 2.0 mgd. Therefore, the station’s reserve capacity is approximately <br />3.8 mgd. Based on the MCES Sewer Available Charge (SAC) Program, the estimated peak flows generated by the Minimum <br />Scenario and Maximum Development Scenario are 2.42 mgd and 2.75 mgd, respectively. Therefore, in the Maximum <br />Development Scenario approximately 1.05 mgd of capacity would remain at the lift station after the development of the <br />AUAR study area. Both the lift station and the regional interceptors serving the study area and southeast Mounds View have <br />sufficient capacity to accommodate the additional flow required in each Scenario. <br />25. Has the community and/or Metropolitan Council identified an inflow and infiltration (I/I) <br />problem? <br /> <br /> Yes. No. If Yes, describe steps taken to address the I/I issue and plans for action below: <br />According the the Arden Hills Comprehensive Plan, the following steps have been outlined to address I/I: <br />1. Conduct additional investigation to pinpoint I&I sources. <br />2. Rehabilitation of defects: Serious defects that are identified during the course of the investigation will be rehabilitated to <br />eliminate I&I sources. Since the majority of the defects that are identified will be smaller, they will be compiled and <br />evaluated before developing a rehabilitation project. This list of defects will be regularly reviewed and prioritized to provide <br />the most benefit. A data base of defects and projected rehabilitation methods will be maintained to prepare a priority listing <br />of rehabilitation required to correct the problems. <br />3. Annual Report: An annual report will be prepared to summarize efforts and costs during the course of the year. It will <br />include a review of flow data and comparison of changes from previous years and MCES allowable flow rates, and <br />recommend work efforts for the following year. <br />26. Identify regional interceptor(s) that will be impacted by these changes and indicate if <br />flows will be diverted from one interceptor service area to another below.
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