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Riverstone South EAW <br />January 2021 <br />Table 9. Project Trip Generation Estimates <br />Land Use <br />Source <br />No. of <br />Units <br />Daily <br />Trips <br />AM Peak Hour Trips <br />PM Peak Hour Trips <br />In <br />Out <br />Total <br />In <br />Out <br />Total <br />Single-family <br />detached housing <br />Local <br />165 <br />1,488 <br />29 <br />75 <br />104 <br />83 <br />62 <br />145 <br />Detached <br />townhomes <br />Local <br />78 <br />424 <br />9 <br />27 <br />36 <br />26 <br />15 <br />41 <br />Total <br />243 <br />1,912 <br />38 <br />102 <br />140 <br />109 <br />77 <br />186 <br />Availability of Transit and Alternative Transportation <br />The Ramsey Metro Transit Station is located about 1.25 miles east of the project area on the north <br />side of Highway 10/169. The station includes a park and ride lot and access to the Northstar <br />Commuter Rail Line. The Northstar Line offers service between Big Lake and downtown <br />Minneapolis, stopping at stations in Elk River, Ramsey, Anoka, Coon Rapids and Fridley. <br />b. Discuss the effect on traffic congestion on affected roads and describe any traffic improvements <br />necessary. The analysis must discuss the project's impact on the regional transportation system. <br />If the peak hour traffic generated exceeds 250 vehicles or the total daily trips exceeds 2,500, a traffic <br />impact study must be prepared as part of the EAW. Use the format and procedures described in the <br />Minnesota Department of Transportation's Access Management Manual, Chapter 5 (available at: <br />http://www.dot.state.mn.us/accessmanagement/resources.html) or a similar local guidance. <br />Effects on Traffic and Roadways <br />The Traffic Impact Study concluded that the proposed project will have minimal effects on adjacent <br />public roads and that nearby intersections will continue to operate at acceptable levels, except for the <br />future Highway 10/Riverdale Drive intersection, which will be relocated and reconstructed to replace <br />the existing Highway 10/Bowers Drive intersection. <br />The northbound left -turning movement at the new Highway 10/Riverdale Drive intersection will <br />experience future delays with and without the traffic generated by the proposed project. The cross - <br />street traffic volumes predicted at this location do not meet signal warrants, so an at -grade, 3/4-access <br />intersection is recommended. All other intersections are predicted to continue to operate acceptably <br />through the 2040 build scenario. <br />The Highway 10/Riverdale Drive intersection experiences excessive delays and queueing under the <br />proposed side -street stop control operations during both AM and PM peak hours. All other <br />intersections operate within acceptable bounds with no delays or queueing concerns arising through <br />the 2040 build scenario. Additionally, all site corridors operate with volumes within their planning <br />level capacities through the 2040 build scenario. <br />31 <br />