Traffic Impact Statement Dated 10 14 25

Proposed Supermarket Existing 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 4 522 594 5 Future Vol, veh/h 9 12 4 522 594 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 4 587 667 6 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1265 670 673 0 - 0 Stage 1 670 - - - - - Stage 2 595 - - - - - 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 187 457 918 - - - Stage 1 509 - - - - - Stage 2 551 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 186 457 918 - - - Mov Cap-2 Maneuver 186 - - - - - Stage 1 506 - - - - - Stage 2 551 - - - - - Approach EB NB SB HCM Control Delay, s 19 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 918 - 281 - - HCM Lane V/C Ratio 0.005 - 0.084 - - HCM Control Delay (s) 8.9 0 19 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.3 - - Existing.syn Synchro 11 Light

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