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San Joaquin County Community Environmental Setting,Impacts,and Mitigation Measures Development Department Transportation and Traffic Table 3.11-48. Vernalis Aggregate Production Sites Year 2027 Baseline Conditions Hourly Truck Loading Frequencies and Estimated Hourly Truck Generation Total Peak Year 2027 Daily Two-Way Truck Trips: 6,966 Hourly Truck %of Total Daily Hourly Truck %of Total e AM Period Trips Trips PM Period Trips Daily Trips 12:00-1:00 21 0.3% 12:00-1:00 536 7.7% 1:00-2:00 21 0.3% 1:00-2:00 557 8.0% r 2:00-3:00 21 0.3% 2:04-3:00 446 6.4% 3:00-4:00 56 0.8% 3:00-4:00 299 4.3% 4:00-5:00 181 2.6% 4:00-5:00 168 2.4% 5:00-6:00 432 6.2% 5:00-6:00 77 1.1% 6:00-7:00 698 10.0% 6:00-7:00 63 0.9% 7:00-8:00 703 10.1% 7:00-8:00 63 0.9% 8:00-900 676 9.7% 8:00-900 56 0.8% 9:00-10:00 613 8.8% 9:00-10:00 35 0.5% r 10:00-11:00 648 9.3% 10:04-11:00 35 0.5% 11:00-12:00 536 7.7% 11:00-12:00 28 0.4% Source: Omni-Means 2005. L The estimated distribution of the truck traffic that would be generated by the year 2027 was estimated through review of general forecasted market area information provided by individual aggregate producers and other available trip ` distribution estimates. Table 3.L-19 shows the projected year 2027 study area truck trip distribution percentages(Ornni-Means 2005). L Table 3.11-49. Year 2027 Aggregate Truck Trip Distribution Direction Initial Distribution(%) Secondary Distribution(%)' ` Westbound on SR 132 to 1-580 40% Northbound on I-580 40% Eastbound on SR 132 to I-5 60% Eastbound on SR 132 beyond 1-5 14% Northbound on I-5 41% Southbound on I-5 5% Total 100% 100% Source: Omni-Means 2005. Figures showing the projected year 2027 baseline AM and PM peak hour traffic volumes and the projected year 2027 baseline daily traffic volumes can be found in Appendix F,Figures 13 and 14. ` DeSilva Gates Quarry Project Draft Environmental Impact Report 31-17 J85 05105.05