Traffic Impact Statement Dated 10 14 25

Proposed Supermarket Existing 3: Main Street & Kling Street PM Intersection Int Delay, s/veh 2.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 79 25 546 95 13 501 Future Vol, veh/h 79 25 546 95 13 501 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 99 99 99 99 99 99 Heavy Vehicles, % 5 2 2 2 2 3 Mvmt Flow 80 25 552 96 13 506 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1132 600 0 0 648 0 Stage 1 600 - - - - - Stage 2 532 - - - - - Critical Hdwy 6.45 6.22 - - 4.12 - Critical Hdwy Stg 1 5.45 - - - - - Critical Hdwy Stg 2 5.45 - - - - - Follow-up Hdwy 3.545 3.318 - - 2.218 - Pot Cap-1 Maneuver 222 501 - - 938 - Stage 1 542 - - - - - Stage 2 583 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 218 501 - - 938 - Mov Cap-2 Maneuver 218 - - - - - Stage 1 542 - - - - - Stage 2 572 - - - - - Approach WB NB SB HCM Control Delay, s 29.1 0 0.2 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 252 938 - HCM Lane V/C Ratio - - 0.417 0.014 - HCM Control Delay (s) - - 29.1 8.9 0 HCM Lane LOS - - D A A HCM 95th %tile Q(veh) - - 1.9 0 - Existing.syn Synchro 11 Light Report D&D

- - D A A HCM 95th %tile Q(veh) - - 1.9 0 - Existing.syn Synchro 11 Light Report D&D Page 2