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Sketch Plan Submittal November 22, 2024 <br />Limerick Village Page 3 of 3 <br /> <br /> <br />Park areas are currently proposed near the center of the site and southwest corner of the site. The <br />centrally located public park is 8 acres and positioned to equally serve all nearby residents while <br />benefiting from the longer viewshed of the stormwater management features. <br />The southwest park is approximately 1 acre and located in proximity to the apartments and single- <br />family homes to provide additional recreation opportunities for the residents. <br /> <br />UTILITIES <br /> <br />The area is served with 12” watermain and a 24” sanitary sewer in Hudson Boulevard. Each stub is <br />located within right-of-way and located approximately a quarter mile south of the southwest corner of <br />the project site. It is the applicants understanding that each utility has capacity to serve the site and <br />subject to routing to the site. <br /> <br />It is the applicant’s intent to work with the abutting land owners to the south and west to determine an <br />extension of the two utilities to the site and as part of the preliminary plat submittal. It is understood <br />that the City of Lake Elmo is pursuing the construction of a water tower somewhere near the site to <br />serve properties in this area. <br /> <br />STORMWATER MANAGEMENT <br /> <br />The property currently provides approximately 28,000 cubic feet of flood storage for the 100 year <br />rainfall event, which floods to an elevation of 895.1 per VBWD hydraulic modeling. An additional <br />95,000 cubic feet of flood storage is provided on the property to the south at that same elevation. <br /> <br />The sketch plan proposes to provide a local/regional stormwater management pond/infiltration basin of <br />approximately 7.4 acres near the center of the site. It is currently proposed that the basin be outlet to <br />the east under Manning Avenue to a ditch an approximate elevation of 890 which will provide for a <br />basin normal water level of approximately 892 and an infiltration bench of approximately 890.7, which <br />will provide approximately 40,400 cubic feet of flood storage or approximately 12,400 cubic feet of <br />excess flood storage. <br /> <br /> <br /> <br />