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CONCLUSIONS AND RECOMMENDATION6 <br /> Presbyterian Homes is proposing a residential development consisting of 303 total Multifamily Housing <br /> Units, 173 units of Senior Adult Multifamily Housing building, and 22 Senior Single-family housing units. For <br /> a total of 498 housing units on site.The development is located on the block northwest of MN-47(St Francis <br /> Blvd) & CSAH 5 (Nowthen Blvd)which is the area around the Lord of Life Church. The church will remain <br /> on site.The site is anticipated to generate 153 new trips during the AM peak hour(40 entering, 113 exiting), <br /> 168 new trips during the PM peak hour (100 entering, 68 exiting), and 161 new trips in the Sunday peak <br /> hour(86 entering, 75 exiting). <br /> The site will include three (3) accesses. The northern access will be via Cobalt St to the north. The north <br /> access along CSAH 5 which leads to the north of the parking lot for the residential and church. The third <br /> access is across from Iodine St on CSAH 5, this access is expected to be the busiest of the three. The two <br /> accesses on CSAH 5 are in the same locations as the existing accesses and the Cobalt St access would <br /> be an extension of the current dead-end road. <br /> A capacity analysis was performed for Existing Year(2023), Opening Year(2027) No-Build, Opening Year <br /> (2027) Build, Horizon Year (2040) No-Build, and Horizon Year (2040) Build. In all scenarios, the study <br /> intersections are anticipated to operate at LOS D or better in the weekday AM and PM peak hours as well <br /> as the Sunday peak hours. Analysis showed that the build conditions have minimal impacts on the LOS at <br /> the study area intersections. It is anticipated that all intersections will operate at acceptable LOS in the build <br /> conditions.There are some longer delays(LOS E/F)for minor side street movements at intersections along <br /> CSAH 5, however there is minimal queuing and anticipated delays are not uncommon on a higher volume <br /> corridor like CSAH 5. <br /> No changes to the road geometry are necessary based on the operational analysis results with the addition <br /> of development traffic. Side-street stop control is adequate at the site accesses. <br /> APPENDIX <br /> A. Exhibits <br /> B. Turning Movement Counts <br /> C. Site Layout Exhibit <br /> D. SimTraffic Analysis Results <br /> Haviland Fields-Ramsey, MN <br /> Traffic Impact Analysis I July 2023 <br />