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11 Grey Fox Road Redevelopment – Arden Hills Traffic Impact Analysis │ June 2022 Table 6 – Design Year (2040) 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 39.2 D 21.6 C 6.1 A 9.4 A WB 37.7 D 36.5 D 5.4 A NB 9.2 A 5.4 A 1.0 A SB 7.6 A 6.5 A 1.5 A Grey Fox Road & Site Access 1 (East) Side Street Stop EB 2.0 A 0.4 A 0.0 A 5.8 A WB 2.0 A 1.1 A 0.6 A NB 4.1 A - - 3.8 A SB 5.8 A - - 3.4 A Grey Fox Road & Site Access 2 (West) Side Street Stop EB 1.8 A 0.4 A - - 2.7 A WB - - 0.3 A - - NB - - - - - - SB - - - - 2.7 A PM Peak Hour Lexington Avenue & Grey Fox Road Signal EB 33.3 C 26.1 C 10.6 B 14.5 B WB 29.3 C 21.0 C 7.6 A NB 19.3 B 12.3 B 2.1 A SB 17.2 B 13.8 B 2.7 A Grey Fox Road & Site Access 1 (East) Side Street Stop EB 1.4 A 2.2 A 0.3 A 13.8 B WB 2.2 A 1.2 A 0.7 A NB 7.2 A 8.4 A 11.7 B SB 13.8 B - - 7.7 A Grey Fox Road & Site Access 2 (West) Side Street Stop EB 3.0 A 0.7 A - - 3.0 A WB - - 0.5 A - - NB - - - - - - SB - - - - 2.5 A Based on the Design Year (2040) Build capacity analysis, the study intersections are anticipated to operate at LOS B or better in the AM and PM peak hours. The SimTraffic reports are provided in Appendix D . All 95th percentile queues are anticipated to remain within their respective storage bays. The eastbound approach at Lexington Avenue & Grey Fox Road should be monitored, going forward. SimTraffic is reporting a 95th percentile queue of approximately 225 feet, which has the potential to impact operations at site access 1, however SimTraffic Shows minimal delay at the access.