Traffic Impact Statement Dated 10 14 25

537 491 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 193 0 495 992 - - 983 - - Mov Cap-2 Maneuver 193 0 - - - - - - - Stage 1 520 0 - - - - - - - Stage 2 531 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 47.9 0.2 0.1 HCM LOS E Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 992 - - 205 983 - - HCM Lane V/C Ratio 0.016 - - 0.624 0.008 - - HCM Control Delay (s) 8.7 0 - 47.9 8.7 0 - HCM Lane LOS A A - E A A - HCM 95th %tile Q(veh) 0.1 - - 3.6 0 - - Build.syn Synchro 11 Light Report D&D Page 2

Proposed Supermarket Build 4: Main Street & N. Site Driveway AM Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 11 12 0 510 536 0 Future Vol, veh/h 11 12 0 510 536 0 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 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 11 6 2 Mvmt Flow 13 14 0 586 616 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1202 616 - 0 - 0 Stage 1 616 - - - - - Stage 2 586 - - - - - Critical Hdwy 6.42 6.22 - - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - - - Pot Cap-1 Maneuver 204 491 0 - - 0 Stage 1 539 - 0 - - 0 Stage 2 556 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver 204 491 - - - - Mov Cap-2 Maneuver 204 - - - - - Stage 1 539 - - - - - Stage 2 556 - - - - - Approach EB NB SB HCM Control Delay, s 18.5 0 0 HCM LOS C Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 294 - HCM Lane V/C Ratio - 0.09 - HCM Control Delay (s) - 18.5 - HCM Lane LOS - C - HCM 95th %tile Q(veh) - 0.3 - Build.syn Synchro 11 Light Report D&D Page 3

Proposed Supermarket Build 1: Main Street & Prospect Place PM Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 51 567 556 36 Future Volume (Veh/h) 0 0 51 567 556 36 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 Hourly flow rate (vph) 0 0 52 579 567 37 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1268 586 604 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1268 586 604 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 95 cM capacity (veh/h) 176 511 974 Direction, Lane # NB 1 SB 1 Volume Total 631 604 Volume Left 52 0 Volume Right 0 37 cSH 974 1700 Volume to Capacity 0.05 0.36 Queue Length 95th (ft) 4 0 Control Delay (s) 1.4 0.0 Lane LOS A Approach Delay (s) 1.4 0.0 Approach LOS Intersection Summary Average Delay 0.7 Intersection Capacity Utilization 70.8% ICU Level of Service C Analysis Period (min) 15 Build.syn Synchro 11 Light Report D&D Page 1

Proposed Supermarket Build 2: Main Street & Erwin Place PM Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 7 6 12 683 621 4 Future Vol, veh/h 7 6 12 683 621 4 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 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 4 2 Mvmt Flow 7 6 12 697 634 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1357 636 638 0 - 0 Stage 1 636 - - - - - Stage 2 721 - - - - - 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 164 478 946 - - - Stage 1 527 - - - - - Stage 2 482 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 161 478 946 - - - Mov Cap-2 Maneuver 161 - - - - - Stage 1 516 - - - - - Stage 2 482 - - - - - Approach EB NB SB HCM Control Delay, s 21.5 0.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 946 - 232 - - HCM Lane V/C Ratio 0.013 - 0.057 - - HCM Control Delay (s) 8.9 0 21.5 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.2 - - Build.syn

0 21.5 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.2 - - Build.syn Synchro 11 Light Report D&D Page 1

Proposed Supermarket Build 3: Main Street & S. Site Driveway/Kling Street PM Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 81 5 26 44 548 98 18 544 39 Future Vol, veh/h 0 0 0 81 5 26 44 548 98 18 544 39 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 99 99 99 99 99 99 99 99 99 99 99 99 Heavy Vehicles, % 2 2 2 5 2 2 2 2 2 2 3 2 Mvmt Flow 0 0 0 82 5 26 44 554 99 18 549 39 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1297 1316 604 588 0 0 653 0 0 Stage 1 692 692 - - - - - - - Stage 2 605 624 - - - - - - - Critical Hdwy 6.45 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.45 5.52 - - - - - - - Critical Hdwy Stg 2 5.45 5.52 - - - - - - - Follow-up Hdwy 3.545 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 176 158 498 987 - - 934 - - Stage 1 491 445 - - - - - - - Stage 2 539 478 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver

539 478 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 159 0 498 987 - - 934 - - Mov Cap-2 Maneuver 159 0 - - - - - - - Stage 1 456 0 - - - - - - - Stage 2 523 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 48 0.6 0.3 HCM LOS E Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 987 - - 191 934 - - HCM Lane V/C Ratio 0.045 - - 0.592 0.019 - - HCM Control Delay (s) 8.8 0 - 48 8.9 0 - HCM Lane LOS A A - E A A - HCM 95th %tile Q(veh) 0.1 - - 3.3 0.1 - - Build.syn Synchro 11 Light Report D&D Page 2

Proposed Supermarket Build 4: Main Street & N. Site Driveway PM Intersection Int Delay, s/veh 1.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 44 45 0 574 556 0 Future Vol, veh/h 44 45 0 574 556 0 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 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 4 2 Mvmt Flow 45 46 0 586 567 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1153 567 - 0 - 0 Stage 1 567 - - - - - Stage 2 586 - - - - - Critical Hdwy 6.42 6.22 - - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - - - Pot Cap-1 Maneuver 218 523 0 - - 0 Stage 1 568 - 0 - - 0 Stage 2 556 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver 218 523 - - - - Mov Cap-2 Maneuver 218 - - - - - Stage 1 568 - - - - - Stage 2 556 - - - - - Approach EB NB SB HCM Control Delay, s 21.4 0 0 HCM LOS C Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 309 - HCM Lane V/C Ratio - 0.294 - HCM Control Delay (s) - 21.4 - HCM Lane LOS - C - HCM 95th %tile Q(veh) - 1.2 - Build.syn Synchro 11 Light Report D&D Page 3

Proposed Supermarket Build 1: Main Street & Prospect Place SAT Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 35 483 605 12 Future Volume (Veh/h) 0 0 35 483 605 12 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 0 0 38 519 651 13 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1252 658 664 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1252 658 664 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 96 cM capacity (veh/h) 182 465 925 Direction, Lane # NB 1 SB 1 Volume Total 557 664 Volume Left 38 0 Volume Right 0 13 cSH 925 1700 Volume to Capacity 0.04 0.39 Queue Length 95th (ft) 3 0 Control Delay (s) 1.1 0.0 Lane LOS A Approach Delay (s) 1.1 0.0 Approach LOS Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 57.5% ICU Level of Service B Analysis Period (min) 15 Build.syn Synchro 11 Light Report D&D Page 1

Proposed Supermarket Build 2: Main Street & Erwin Place SAT Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 8 7 568 667 1 Future Vol, veh/h 5 8 7 568 667 1 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 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 9 7 604 710 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1329 711 711 0 - 0 Stage 1 711 - - - - - Stage 2 618 - - - - - 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 171 433 888 - - - Stage 1 487 - - - - - Stage 2 538 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 169 433 888 - - - Mov Cap-2 Maneuver 169 - - - - - Stage 1 481 - - - - - Stage 2 538 - - - - - Approach EB NB SB HCM Control Delay, s 19.1 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 888 - 270 - - HCM Lane V/C Ratio 0.008 - 0.051 - - HCM Control Delay (s) 9.1 0 19.1 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.2 - - Build.syn