2025 12 04 TIS Rev 4

Traffic Impact Study Proposed Popeye’s & Fast Food Restaurant – West Orange As shown in Table 6 above, it is anticipated that 17 additional trips during the weekday morning peak hour, 22 additional trips during the weekday evening peak hour and 49 additional trips during the Saturday midday peak hour are anticipated to access the site that are considered “new” to the adjacent roadway network with the proposed redevelopment compared to the potential reoccupation of the site. However, no credit was taken for the potential use of the site and all trip generation was considered an increase over vacant land. This accounts for a “worst case scenario” from a traffic impact perspective. Once the magnitude of traffic to be generated by the site is known, it is necessary to assign that traffic to the adjacent street system. The distribution of new traffic to the surrounding roadways is based on the location of primary arterial roadways, major signalized intersections and existing traffic patterns. Located in Appendix A, Figure 5 illustrates the percent distribution of primary site generated trips, Figure 6 illustrates the primary site generate volumes, Figure 7 illustrates the distribution of passby site generated trips, Figure 8 illustrates the passby site generated volumes, and Figure 9 illustrates the total site generated volumes assigned to the study area network. The site generated volumes were added to the No Build traffic volumes to generate the Build traffic volumes, shown in Figure 10. Page 9