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S' TRAFFIC SOLUTIONS <br />Table 2 <br />Peak Hour Operations at TH 10 & Lowell Avenue NW <br />Scenario <br />AM Peak <br />LOS/Delay per driver (sec) <br />Queue(ft) <br />Existing <br />Overall LOS a (0.4 see)/Worst Movement LOS a (nbr 8.0 see) <br />NBR Q is 34 ft <br />Build w/Caribou <br />Overall LOS a (0.8 see)/Worst Movement LOS a (nbr 9.4 see) <br />NBR Q is 61 ft <br />1. Overall and worst movement LOS reported from SimTraffic simulation delay results, lower case letters represent stop controlled. <br />NBR is abbreviation for northbound right. <br />2. 95th percentile queues are a result from an average of 10 SimTraffic simulations. <br />The results shown in Table 2 indicate the overall operations of the study area intersection is providing <br />acceptable LOS with manageable vehicle queues that do not extend to the site driveway. <br />Conclusion <br />The proposed Caribou has appropriate access, and the site traffic will not result in poor operation or <br />excessive queuing on Lowell Avenue NW. Please contact Vernon Swing at vswin tr fickgmail.com or <br />612-968-4142 with any questions. <br />Attachments: Site Plan <br />5 I P a g e Caribou Coffee, Elk River, MN <br />