Agenda - Planning Commission - 06/23/2022

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Josh Nyquist,Executive Director of Building Operations May 26,2022 PACT Charter School I Traffic Impact Study Page 13 Table 5. Weekday Vehicle Trip Generation Estimates- Proposed Development Full Occupancy(Year 2028) Independent A.M. Peak Hour Dismissal Peak Hour PM Peak Hour Daily Land Use(ITE Land Use Code) Variable In Out In Out In Out Trips PACT Charter School(6-12)(1)(538) 734(1) 358 251 220 316 78 84 29273 Parent Drop-Off/Pick-Up(25%of Students) 184 152 152 134 134 36 36 965 High School Students Driving(15%of Students) 110 92 14 12 80 4 21 698 School Buses(60%of Students) 440 14 14 14 14 1 1 58 Faculty/Staff/Visitors/Service - 100 71 60 88 37 26 552 St. Katharine Drexel Church(2)(560) 250(2) 11 7 5 6 11 14 225 Project Development Totals 369 258 225 322 89 98 21498 (1) The proposed PACT Charter School was assumed as a Public Charter School(Grades 6-12).Independent variable is"Students". (2) The proposed St.Katharine Drexel Church independent variable is"Seats". Trip generation estimates for the Sunday a.m. peak hour plus Sunday daily trips were made for the proposed St. Katharine Drexel Church development and were based on the average rates contained in the Institute of Trans odation Engineers(ITE)T�i Generation Manual, I nth Edition. Results of the Sunday vehicle trip generation estimate shown in Table 6 indicate that the proposed St. Katharine Drexel Church projects development is expected to generate a total of 128 a.m. combined peak hour trips and 523 daily trip ends (50 percent in/50 percent out). It was assumed that there would be no PACT Charter School concurrent events held on Sunday. Table 6. Sunday Vehicle Trip Generation Estimates - Proposed Development Full Occupancy(Year 2028) Independent A.M.Peak Hour Trips(9:30-10:30 a.m.) Sunday Land Use(ITE Land Use Code) Variable In Out Daily Trip Ends St. Katharine Drexel Church (560)(1) 250(1) 523 (1) The proposed St.Katharine Drexel Church independent variable is"Seats". Site-Generated Trip Directional Distribution and Peak Hour Volumes The directional trip distribution and peak hour volumes for the proposed development (see Figures 5A and 5B) were developed based on the regional distribution of households and employment, existing/future study area travel patterns, and engineering judgment. Based on this directional distribution, new trips generated by the proposed PACT Charter School development were assigned to the background traffic on the study area roadways for the Year 2028 Development Build Conditions (see Figures 6A and 6B).