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NorthPoint Industrial Park – Lake Elmo, MN │Traffic Analysis January 2022 20 TABLE 15: OPENING YEAR (2025) BUILD SCENARIOS 1-3 PM 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 44.2 D 18.2 B 4.4 A 23.4 C WB 52.1 D 17.9 B 2.6 A NB 35.5 D 29.5 C 8.1 A SB 29.6 C 46.9 D 10.7 B Ideal Avenue N & 32nd Street N/Site Access 2 Side Street Stop EB 17.3 C - - 5.2 A 17.3 C WB - - - - 14.6 B NB 7.3 A 4.2 A 0.7 A SB 10.9 B 6.6 A 5.8 A Ideal Avenue N & 31st Street N/Site Access 3 Side Street Stop EB 12.5 B - - 4.3 A 12.5 B WB 8.7 A - - 7.0 A NB 5.0 A 1.8 A 1.8 A SB 6.4 A 1.1 A 0.8 A Ideal Avenue N & Stillwater Boulevard N All - Way Stop EB 9.6 A 14.3 B 3.9 A 11.1 B WB 9.2 A 14.3 B 5.8 A NB 8.2 A 11.7 B 4.6 A SB 14.0 B 16.7 C 4.4 A 34th Street N & Jamaca Avenue N Round- about EB 9.7 A 13.9 B 10.4 B 9.0 A WB 6.7 A 11.5 B 6.5 A NB 4.0 A 7.8 A 3.5 A SB 3.3 A 6.1 A 1.5 A Ideal Avenue N & 36th Street N Side Street Stop EB 7.7 A - - 2.3 A 8.1 A WB 8.1 A - - - - NB 4.0 A 1.5 A 1.8 A SB - - 0.7 A 0.1 A 34th Street N & Site Access 1 Side Street Stop EB - - 2.6 A 2.6 A 9.8 A WB - - 0.6 A - - NB 9.8 A - - 6.2 A SB - - - - - - Based on the analysis, all study intersections are expected to operate at LOS C or better during the AM & PM peak hours. Under Opening Year (2025) Build Scenario s 1-3, all intersection movements are anticipated to operate at LOS D or better. It is not anticipated that a signal will be required at site access 1 on 34th Street N, due to the anticipated trip generation and because all movements at site access 1 are expected to operate acceptably . The 95th percentile queues were reviewed at the study intersections. All 95th percentile queues for the movements are anticipated to be accommodated within their respective storage bays, except the 95th percentile queue of the northbound left turn at the intersection of 34th Street N & Ideal Avenue N which extends approximately 20 feet past the provided storage bay. The anticipated queue will fit within the existing taper. No mitigation is anticipated for the Opening Year (2025) Build Scenario 1 conditions.