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17 <br /> <br />Two Five 15 25 foot pole street lights with down lit shields are proposed along the private road <br />and parking areas in the cottage home neighborhood. The photometric plan indicates zero (0) <br />foot candle levels protruding onto adjacent residential properties as required. <br /> <br />The applicant shall work with the local electric company to design a street lighting plan for the <br />public road. <br /> <br />• Security or service lighting should be limited in coverage area and designed to reduce <br />glare. <br /> <br />Wall mounted down lit lighting is proposed on the exterior of the senior housing complex and <br />clubhouse. <br /> <br />Stormwater Management <br /> <br />• Stormwater management design must incorporate filtration and infiltration elements. This <br />could include such features as rain gardens, swales, dry creeks, infiltration chambers, and <br />other ecologically based methods along with more traditional ponds and pipes. <br /> <br />• Stormwater management ponds, if used, should be designed to be a site amenity, including <br />appropriate landscape elements. <br /> <br />Per the revised Storm Water Management Report prepared by Anderson-Johnson Associates <br />dated March 11, 2019, May 8, 2020 July 13, 2020 July 14, 2021, rate control is being <br />accomplished using a combination of a dry pond and a storm water treatment pond. The dry <br />pond is now located where the original community gardens were proposed. The proposed rate <br />is less than 80% of the existing rate of runoff. <br /> <br />Water quality treatment is accomplished at the single stormwater treatment pond. True <br />infiltration was considered during the design phase, but several factors contributed to not <br />pursuing infiltration practices. First, shallow groundwater exists on site. According to the soil <br />borings, groundwater is in the 895 to 897 elevation range. A majority of the low points are <br />around elevation 905 with one parking lot having a low point of about 902.5. This would mean <br />the surface of an infiltration area would need to be at elevation 900 - 901 for effective drainage <br />to occur. Additionally, the site has been maximized and there is not adequate space for <br />effective infiltration practices. <br /> <br />Instead, a stormwater pond has been constructed. The stormwater pond, in addition to <br />providing rate control, has been sized to provide adequate dead storage below the normal water <br />level to meet water quality requirements. Finally, an irrigation pumping station will be <br />constructed at the stormwater pond to draw water from the pond to irrigate the surrounding <br />areas. <br /> <br />As detailed in the May 11, 2020 Council staff report and Resolution No. 22-44 approving PUD <br />Development Stage Plan Amendment #1 to the site plan and grading & drainage plan, the <br />clubhouse was omitted in order to enlarge to the stormwater pond to provide more capacity. <br /> <br />