2025 12 04 TIS Rev 4

Traffic Impact Study Proposed Popeye’s & Fast Food Restaurant – West Orange Eagle Rock Avenue and Woodhull Avenue/Whole Foods Driveway With the addition of site generated traffic, the intersection is projected to operate at overall intersection levels of service “C” or better during the analyzed peak hours. Additionally, each movement is anticipated to operate at No Build levels of service “E”. See Table 7 for the individual movement levels of service and delays. Eagle Rock Avenue and Prospect Avenue With the addition of site generated traffic, the intersection is projected to operate at overall intersection levels of service “E” or better during the analyzed peak hours. Additionally, each movement is anticipated to operate at No Build levels of service “E” or better, with the following exceptions: • The eastbound left turn/through movement in the AM and PM PSH • The westbound left turn movement in the Saturday PSH • The northbound left turn movement in the AM PSH • The northbound right turn movement in the AM and PM PSH • The southbound through/right turn movement in the AM PSH. It should be noted that by reallocating 2 seconds of green time from the westbound right-of-way phase to the eastbound right-of-way phase and 1 second of green time from the southbound right-of-way phase to the northbound left turn movement in the AM PSH, 1 second of green time from the northbound/southbound left turn phase to the eastbound right-of-way phase in the PM PSH, and 1 second of green time from the eastbound right-of-way phase to the westbound right-of-way phase in the Saturday PSH, all movements would operate with levels of service and delay similar to or better than No Build conditions. Note that while the southbound through/right turn movement operates at level of service “F” during the AM PSH, in addition to the northbound right turn movement during the PM PSH, this is observed under No Build conditions and indicate the increased delays are a function of existing traffic volumes. See Table 7 for the individual movement levels of service and delays. Eagle Rock Avenue and the East Site Driveway The east site driveway is proposed to intersect Eagle Rock Avenue to form an unsignalized T- intersection with the site driveway under stop control. The eastbound approach of Eagle Rock

Site Driveway The east site driveway is proposed to intersect Eagle Rock Avenue to form an unsignalized T- intersection with the site driveway under stop control. The eastbound approach of Eagle Rock Avenue is proposed to provide a dedicated through lane and a shared through/right turn lane. The westbound approach of Eagle Rock Avenue is proposed to provide a shared left turn/through lane and a dedicated through lane. The northbound approach of the site driveway is proposed to provide a single lane for left and right turn movements. As designed, the individual intersection movements are anticipated to operate at Levels of Service “C” or better during the analyzed peak periods. See Table 7 for the individual movement Levels of Service and delays. Page 11