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Page 2 <br />5B), and <br />• The Hunt Addition and all of the Makowsky Addition develop simultaneously (Figure 5C). <br />In relation to proposed infrastructure improvements, it appears that the trunk facility extensions <br />will be similar whether part or all of the Makowsky property develops. <br />V. TRUNK & LATERAL SANITARY SEWER SYSTEM <br />The primary area of analysis is depicted in the City's Comprehensive Sanitary Sewer Plan as <br />District R22 (see Figure 2). Based on the City's Sanitary Sewer Comprehensive Plan, the area will <br />be served by the 21-inch main line located south of Trott Brook in the Variolite Street right of way. <br />The Comprehensive Plan depicts the flows being directed to an existing lift station located in the <br />Brookfield Estates Addition, along 168th Circle, just west of Olivine Street. <br />Lift Station Considerations <br />The City has indicated that alternative means of conveyance to the Variolite system should be <br />analyzed, as the existing lift station appears to be at or near capacity. A review of the <br />Comprehensive Plan indicates the lift station was initially sized for a portion of the sewer district, <br />with upgrades required in the future if larger areas were to be serviced. <br />Pumping data received from the City for June of 2021 indicates the existing duplex pumping <br />station experiences an average of 44 starts per day, with the average run time being 2.59 minutes <br />per start. Based on the pumping data, the lift station has adequate capacity to accommodate <br />flows from undeveloped properties located east of Nowthen Boulevard, along with flows from the <br />new developments. <br />Rather than upgrade the lift station to serve the entire area north of Trott Brook, the City <br />indicated their preference is to construct a new lift station on the north side of Trott Brook. The <br />new lift station would serve the area located north of Trott Brook as shown in green on Figure 2. <br />There are several reasons to consider construction of a new lift station rather than continuing to <br />add flows to the existing facility: <br />• The depth of the existing lift station makes it difficult to maintain with the City's equipment. <br />The City has expressed concern with adding more flow to the station, which may result in <br />more frequent maintenance of the facility. <br />• Installation of a new lift station limits the number of impacted properties if the existing <br />facility failed due to flooding, lighting strikes, etc. <br />For these reasons, we have assumed new developments would be directed away from the existing <br />lift station to the extent practical. <br />Hunt Addition Only <br />Sanitary sewer service for the Hunt Addition was analyzed based on the proposed concept plan <br />for the site. When fully developed, the flows from the site will be approximately 18,000 GPD <br />average daily flow and approximately 67,000 GPD peak flow. The flow will ultimately be <br />connected to a gravity system that is proposed to traverse the Makowsky property. An interim <br />system will be required until such time as the Makowsky property develops. <br />The interim service is anticipated to be routed to the same manhole that serves the new <br />Prepared by: Bolton & Menk, Inc. <br />Trott Brook North Infrastructure Study — City of Ramsey <br />