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19 NorthPoint Industrial Park – Lake Elmo, MN │Traffic Analysis January 2022 5.5 OPENING YEAR (2025) BUILD SCENARIOS 1-4 INTERSECTION ANALYSIS The Opening Year (2025) Build Scenarios 1-3 analysis was completed to develop an understanding of the impact of site traffic on the operating conditions for the study area. Scenarios 1-3 have the same anticipated phase 1 development. The traffic volumes shown in Exhibit 22 were used in the Opening Year (2025) Build Scenario s 1-3 analysis. As previously discussed, these volumes were calculated by adding the Phase 1 trips generated by the site to the Opening Year (2025) No -Build volumes. All site accesses were modeled as side street stop, with one exiting lane. Per conversations with Washington County, site access 1 was assumed to have a 300-foot eastbound right turn lane and a 300-foot westbound left turn lane along 34th Street N. Signal timings were not changed from existing year (2021) conditions. Tables 14 – 15 provide a summary of the average delay (seconds per vehicle) and LOS under Opening Year (2025) Build Scenario s 1-3 for each movement at the study intersections during the AM peak hour and PM peak hour. The movements that are anticipated to operate at LOS E are shown in yellow and the movements that are anticipated to operate at LOS F are shown in red. The full SimTraffic reports are included in Appendix G. TABLE 14: OPENING YEAR (2025) BUILD SCENARIOS 1-3 AM LOS SUMMARY Intersection Control Approach Operations by Movement Overall Intersection Left Through Right Delay (sec/veh) LOS Delay (sec/veh) LOS Delay (sec/veh) LOS Delay (sec/veh) LOS Ideal Avenue N & 34th Street N Signal EB 23.1 C 10.2 B 2.6 A 11.5 B WB 27.2 C 11.9 B 2.0 A NB 12.8 B 8.0 A 2.6 A SB 14.8 B 17.9 B 8.1 A Ideal Avenue N & 32nd Street N/Site Access 2 Side Street Stop EB 6.3 A - - 2.5 A 6.3 A WB - - - - 3.3 A NB 1.6 A 0.3 A 0.1 A SB 6.2 A 4.8 A 4.4 A Ideal Avenue N & 31st Street N/Site Access 3 Side Street Stop EB 6.8 A - - 2.6 A 6.8 A WB - - - - - - NB 3.7 A 1.6 A 1.4 A SB 1.5 A 0.5 A 0.2 A Ideal Avenue N & Stillwater Boulevard N All - Way Stop EB 5.1 A 10.1 B 2.8 A 6.0 A WB 4.1 A 9.8 A 3.0 A NB 5.4 A 8.7 A 2.3 A SB 4.9 A 8.4 A 1.9 A 34th Street N & Jamaca Avenue N Round- about EB 3.0 A 5.6 A 3.2 A 5.7 A WB 5.1 A 9.4 A 4.1 A NB 1.7 A 5.1 A 1.9 A SB 2.6 A 5.2 A 1.5 A Ideal Avenue N & 36th Street N Side Street Stop EB 5.4 A - - 2.0 A 5.8 A WB 5.8 A - - - - NB 2.2 A 1.8 A 1.1 A SB - - 0.4 A 0.1 A 34th Street N & Site Access 1 Side Street Stop EB - - 3.0 A 2.2 A 6.9 A WB 3.2 A 0.4 A - - NB 6.9 A - - - - SB - - - - - -