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(2030) geometry and intersection control changes discussed in §3.1 as well as the access assumptions <br />discussed in §4.1 were included in the analysis. Opening Year (2030) Scenario 1 traffic volumes are shown <br />in Exhibit 9. The results of the Opening Year (2030) Scenario 1 analysis are shown below in Table 4-3. <br />Based on the results of the Opening Year (2030) Scenario 1 conditions analysis, all intersections are <br />anticipated to operate at LOS C or better and all individual movements are anticipated to operate at LOS D <br />or better during the AM and PM peak hours. Comparing the delay and LOS results to the Opening Year <br />(2030) No -Build scenario indicates that the proposed development Scenario 1 is anticipated to cause some <br />increases in delay, with the Main Street & Lake Drive and Main Street & 4th Avenue intersections seeing <br />the most substantial increases. All delays remain within an acceptable range and the overall traffic <br />operations of the network remain acceptable with the anticipated Opening Year (2030) geometric changes <br />in place. With operations remaining acceptable in Opening Year (2030) build Scenario 1, an east -west <br />roadway connection on the south half of the AUAR site is not required from a traffic operations perspective, <br />however, the connection of Robinson Drive (Access E) would help improve connectivity to the <br />neighborhoods. The connection of Carl Street is not necessary from a traffic operations perspective. The <br />95th percentile queueing results were reviewed and all 95th percentile queues are expected to remain within <br />their provided storage bays. SimTraffic reports are included in Appendix B. <br />Table 4-3: Opening Year (2030) Scenario 1 Level of Service <br />Operations <br />by <br />• - <br />Intersection <br />Control <br />Approach <br />AM Peak Hour <br />PM Peak Hour <br />Left Through Right <br />Overall* <br />Left Through Right <br />Overall* <br />EB <br />A (9.3) <br />B (11.1) <br />Main Street <br />Round- <br />WB <br />A (6.3) <br />A (9.8) <br />& Sunset <br />Avenue <br />about <br />A (7.3) <br />A (9.7) <br />NB <br />A (5.1) <br />A (7.1) <br />SB <br />A (4.7) <br />A (5.3) <br />Sunset <br />Side <br />EB <br />Avenue & <br />Street <br />WB <br />A (3.3) <br />A (3.3) <br />A (3.2) <br />A (3.2) <br />NB <br />A (1.2) <br />A (0.7) <br />A (1.5) <br />A (1.0) <br />Robinson <br />Stop <br />Drive <br />SB <br />A (0.4) <br />A (0.3) <br />Sunset <br />Side <br />EB <br />Avenue & <br />Street <br />WB <br />A (3.6) <br />A (3.6) <br />A (5.0) <br />A (5.0) <br />NB <br />A (1.4) <br />A (0.6) <br />A (1.8) <br />A (0.9) <br />Century <br />Stop <br />Trail <br />SB <br />A (1.1) <br />A (0.6) <br />EB <br />- <br />Sunset <br />Round- <br />WB <br />A (3.6) <br />A (4.6) <br />Avenue & <br />Lilac Street <br />about <br />A (7.3) <br />A (6.0) <br />NB <br />A (5.8) <br />A (7.4) <br />SB <br />A (8.2) <br />A (4.7) <br />EB <br />A (2.2) <br />A (0.1) <br />- <br />A (0.2) <br />A (0.0.) <br />Pine Street <br />Side <br />WB <br />A (1.2) <br />A (0.2) <br />- <br />A (1.1) <br />A (1.1) <br />A (0.2) <br />& 4th <br />Street <br />A (7.9) <br />A (3.3) <br />Avenue <br />Stop <br />NB <br />A (2.1) <br />A (6.4) <br />A (1.4) <br />A (2.8) <br />A (3.3) <br />A (1.4) <br />SB <br />A (2.3) <br />A (7.9) <br />A (1.2) <br />Main Street <br />Side <br />EB <br />A (2.8) <br />A (1.5) <br />A (0.8) <br />A (4.1) <br />A (2.3) <br />A (0.9) <br />WB <br />A (5.7) <br />A (4.8) <br />A (3.1) <br />A (5.3) <br />A (3.0) <br />A (1.4) <br />& 4th <br />Street <br />B (10.9) <br />C (20.3) <br />Avenue <br />Stop <br />NB <br />A (6.3) <br />B (10.8) <br />A (3.1) <br />C (19.2) <br />C (20.3) <br />A (8.4) <br />Northwest Main - Lino Lakes, MN <br />Traffic Impact Analysis I June 2025 <br />Page 169 of 617 <br />