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Grey Fox Road Redevelopment – Arden Hills Traffic Impact Analysis │ June 2022 10 and intersection control. The traffic volumes are provided in Exhibit 5. The results of the analysis are provided in Table 5. Table 5 – Design Year (2040) No-Build Intersection Analysis 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 AM Peak Hour Lexington Avenue & Grey Fox Road Signal EB 43.2 D 26.5 C 4.6 A 6.9 A WB 45.0 D 40.1 D 6.5 A NB 7.6 A 3.7 A 0.7 A SB 6.1 A 3.4 A 0.8 A Grey Fox Road & Site Access 1 (East) Side Street Stop EB 0.5 A 0.2 A 0.0 A 5.5 A WB 1.2 A 0.6 A 0.4 A NB 5.5 A - - 3.0 A SB 2.1 A 4.1 A 2.4 A PM Peak Hour Lexington Avenue & Grey Fox Road Signal EB 37.8 D 27.2 C 10.4 B 10.7 B WB 35.6 D 28.0 C 7.7 A NB 14.8 B 8.6 A 1.5 A SB 15.2 B 7.4 A 1.5 A Grey Fox Road & Site Access 1 (East) Side Street Stop EB 2.8 A 1.7 A 1.3 A 14.5 B WB 1.7 A 0.7 A 0.2 A NB 5.0 A 14.5 B 6.5 A SB - - 5.9 A 4.0 A For Side Street Stop intersections, the worst individual movement was reported for the overall intersection LOS Based on the Horizon Year (2040) No-Build capacity analysis, the study intersections are anticipated to operate at LOS B or better in the AM & PM peak hours. Additionally, all individual movements are anticipated to operate at a LOS D or better. The SimTraffic reports are provided in Appendix D. All 95th percentile queues are anticipated to remain within their respective storage bays. DESIGN YEAR (2040) BUILD CONDITIONS The Design Year (2040) Build traffic volumes were developed from the addition of the Design Year (2040) No-Build volumes in Exhibit 5 and the Site Trips in Exhibit 7. Exhibit 9 shows the Design Year (2040) Build turning movement volumes. The site accesses were modeled as side street stop control. The results of the analysis are provided in Table 6.