2025 12 04 TIS Rev 4

Traffic Impact Study Proposed Popeye’s & Fast Food Restaurant – West Orange FINDINGS & CONCLUSIONS Findings Based upon the detailed analyses as documented herein, the following findings are noted: • The proposed 2,391 SF Popeye’s and 3,797 SF IHOP restaurants are projected to generate 39 entering trips and 34 exiting trips during the weekday evening peak hour, 30 entering trips and 24 exiting trips during the weekday evening peak hour and 60 entering trips and 58 exiting trips during the Saturday midday peak hour that are “new” to the adjacent roadway network. • Access to the site will be provided via one (1) full movement driveway and one (1) full movement ingress/right turn egress driveway along Eagle Rock Avenue. • With the addition of the site generated traffic, the individual intersection movements of Eagle Rock Avenue and Rosney Terrace/Mayfair Farms Driveway are anticipated to operate at No Build Levels of Service “C” or better during the studied peak hours. • With the addition of the site generated traffic, the individual intersection movements of Eagle Rock Avenue and Woodhull Avenue/Whole Foods Driveway are anticipated to operate at No Build Levels of Service “E” or better during the studied peak hours. • With the addition of the site generated traffic and signal timing adjustments, the individual intersection movements of Eagle Rock Avenue and Prospect Avenue are anticipated to operate at No Build Levels of Service “E” or better during the studied peak hours, with the exception of the southbound though/right turn movement during the AM PSH and the northbound right turn movement during the PM PSH which will continue to operate at No Build levels of service “F”. • As designed, the individual intersection movements of Eagle Rock Avenue and the east site driveway are anticipated to operate at Levels of Service “C” or better during the studied peak hours. • As designed, the individual intersection movements of Eagle Rock Avenue and the west site driveway are anticipated to operate at Levels of Service “B” or better during the studied peak hours. • As proposed, The Project’s site driveways and internal circulation have been designed to provide for safe and efficient movement of

of Service “B” or better during the studied peak hours. • As proposed, The Project’s site driveways and internal circulation have been designed to provide for safe and efficient movement of automobiles. • The proposed parking supply and design is sufficient to support the projected demand and satisfies the Ordinance requirement. Page 15