Traffic Impact Statement Dated 10 14 25

Proposed Supermarket Build 2: Main Street & Erwin Place AM Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 9 12 4 557 626 5 Future Vol, veh/h 9 12 4 557 626 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 11 7 2 Mvmt Flow 10 13 4 626 703 6 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1340 706 709 0 - 0 Stage 1 706 - - - - - Stage 2 634 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 168 436 890 - - - Stage 1 489 - - - - - Stage 2 529 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 167 436 890 - - - Mov Cap-2 Maneuver 167 - - - - - Stage 1 486 - - - - - Stage 2 529 - - - - - Approach EB NB SB HCM Control Delay, s 20.4 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 890 - 258 - - HCM Lane V/C Ratio 0.005 - 0.091 - - HCM Control Delay (s) 9.1 0 20.4 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.3 - - Build.syn

0 20.4 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.3 - - Build.syn Synchro 11 Light Report D&D Page 1