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Table 1 <br />Trip Generation Forecast <br />Land Use <br />__N.1 Peak Hour <br />P__N1 Peak Hour <br />Daily Trips <br />Enter <br />Exit <br />Enter <br />Exit <br />Low Rise Multi-Faiiiily (132 Units) <br />13 Trips <br />40 Trips <br />42 Trips <br />25 Trips <br />890 Trips <br />TOTAL <br />53 Trips <br />67 Trips <br />890 Trips <br />Table 2 <br />Peak Hour Operations <br />LOS (Delay in sec) plus Vehicle Queuing in Feet <br />Intersection No. <br />2025 NB AM <br />2025 NB PM <br />2025 B AM <br />2025 B PM <br />Jackson Ave/TH10 <br />C (24.1) <br />E (64.8) <br />C (22.7) <br />E (61.1) <br />C (25.9) <br />E (61.1) EBL <br />C (21.9) <br />E (64.5) WBL <br />Worst Movement <br />95th Percentile Q <br />EBT-445' <br />WBL-480' <br />EBT-519' <br />WBT-461' <br />Jackson Ave/School St <br />Worst Movement <br />B (11.7) <br />C (25.8) EBL <br />B (14.7) <br />C (24.4) WBL <br />B (12.6) <br />C (21.1) WBT <br />B (15.1) <br />C (24.1) EBL <br />95th Percentile Q <br />WBT-170' <br />EBL-246' <br />WBT-164' <br />EBL-270' <br />Jackson Ave/Site Access <br />N/A <br />N/A <br />A (2.3) <br />A (7.7) EBL <br />A (3.1) <br />A (6.4) N BL <br />Worst Movement <br />95th Percentile Q <br />F1 <br />EB-44' I <br />EB-43' <br />The results shorn in Table 2 indicate the overall operations of the study area intersections are providing <br />acceptable overall LOS with manageable vehicle queues for both the No -Build and Build conditions. <br />