Traffic Impact Statement Dated 10 14 25

Proposed Supermarket Existing 3: Main Street & Kling Street SAT Intersection Int Delay, s/veh 1.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 68 19 441 71 7 529 Future Vol, veh/h 68 19 441 71 7 529 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 72 20 464 75 7 557 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1073 502 0 0 539 0 Stage 1 502 - - - - - Stage 2 571 - - - - - 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 244 569 - - 1029 - Stage 1 608 - - - - - Stage 2 565 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 242 569 - - 1029 - Mov Cap-2 Maneuver 242 - - - - - Stage 1 608 - - - - - Stage 2 559 - - - - - Approach WB NB SB HCM Control Delay, s 24.3 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 277 1029 - HCM Lane V/C Ratio - - 0.331 0.007 - HCM Control Delay (s) - - 24.3 8.5 0 HCM Lane LOS - - C A A HCM 95th %tile Q(veh) - - 1.4 0 - Existing.syn Synchro 11 Light Report D&D

- - C A A HCM 95th %tile Q(veh) - - 1.4 0 - Existing.syn Synchro 11 Light Report D&D Page 2