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Attachment A <br />trips during the PMpeak hour.Table 9provides a summary of the peak hour vehicle traffic <br />generation. <br />Table 9: Proposed Site Trip Generation <br />AM Peak HourPM Peak Hour <br />LandUseIntensity/ <br />ITE <br />Description Units <br />InOutTotalInOutTotal <br />Drive-In Bank 912 4,000 SF 22 16 38 41 41 82 <br />Fast Casual <br />930 16,000 SF 22 11 33 124 102 226 <br />Restaurant <br />Retail8205,500 SF3 2 5 101121 <br />Medical-Dental <br />720 8,000 SF 17 5 22 8 20 28 <br />Office Building <br />Supermarket 850 25,000 SF 58 38 96 118 113 231 <br />Multifamily <br />221 240 DU 22 64 86 65 41 106 <br />Housing (Mid- <br />Rise) <br />Senior Adult <br />252 290 DU 20 38 58 41 34 75 <br />Housing-Attached <br />TOTAL SITE TRIPS (Rounded to 5) 165 175 340410 365 775 <br />Internal Capture Trip Reduction (AM-14%, <br />-25 -25 -50 -185 -185 -370 <br />PM-30%) <br />TOTAL DRIVEWAY TRIPS 140 150 290225 180 405 <br />Pass-By Trip Reduction (35%) 0 0 0 -40 -40 -70 <br />TOTAL NET NEW TRAFFIC 140 150 290185 140 325 <br />More detailed information on the traffic generation is provided in the Traffic Impact <br />Analysis (see Attachment C). <br />Availability of Transit <br />Existing non-vehicular travel was examined,and it was determined that transit, pedestrian, <br />and bicycle travel are negligible in the vicinity of the project. <br />b.Discuss the effect on traffic congestion on affected roads and describe any traffic <br />improvements necessary. The analysis must discuss theproject’s impact on the regional <br />transportation system. If the peak hour traffic generated exceeds 250 vehicles or the total <br />daily trips exceeds 2,500, a traffic impact study must be prepared as part of the EAW. Use <br />the format and procedures described in the Minnesota Department of Transportation’s <br />Access Management Manual, Chapter 5 (available at: <br />http://www.dot.state.mn.us/accessmanagement/resources.html) or a similar local <br />guidance. <br />A traffic analysis was performed to determine the existing and proposedoperating <br />conditions at the adjacent intersections. Based on the analysis, all study intersections are <br />anticipated to operate at an acceptable level of service (LOS) during the weekday AM and <br />PM peak hours for both Opening Year and Horizon Year conditions, with the exception of <br />County Road C andSnelling Avenue. In all cases, the intersection is anticipated to operate <br />Twin Lakes Station20 March 2020 <br /> <br />