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• . Draft Supplemental Environmental Impact Report Page IV.B-12 • Forward Inc. Landfill 2018 Expansion Project • • • • Table IV.B-6: Current-and Project Conditions Intersection Traffic LOS Summary • Existing Existing Study Intersections and Traffic Peak (2018) +Project Significant • Driveways Control Hour Conditions Conditions Impact • Delays LOS Delays LOS • I Austin Rd. &Forward Main SSS AM 9.2 A* 11.2 B* No Driveway PM 9.5 A* 10.7 B* No • 2 Austin Rd. &Forward SSS AM 9.1 A* 9.7 A* No • Secondary Driveway PM 9.4 A* 9.8 A* No 3 Austin Rd. & SSS AM 1 10.4 B 10.9 B No • E.French Camp Rd. PM 19.0 C 20.6 C No • SR 99 NB On-off Ramps&E. AM 17.7 B 21.0 C No 4 French Camp Rd. PWS PM 20.1 C 25.3 C No • 5 SR 99 SB On-off Ramps& Signal AM 15.0 B 16.4 B No • E.French Cam Rd. g PM 24.1 C 24.8 C No SR 99 Urban Interchange& AM 14.1 B 14.7 B No • 6 Arch Rd. Signal PM 14.9 B 15.6 B No 7 Arch Rd.&Kingsley Rd. Signal AM 22.1 C 22.8 C No • PM 17.7 B 19.5 C No SR 99 SB On-off Ramps& AM 6.6 A 6.7 A No • 8 Mariposa Rd. Signal PM 8.0 A 8.3 A No • 9 SR 99 NB On-off Ramps& Signal AM 5.1 A 5.2 A No • Mariposa Rd. g PM 3.8 A 4.4 A No 1 Mariposa Rd.&Austin Rd. Signal AM 4.9 A 4.9 A No • 0 PM 6.1 A 5.8 A No • I Arch Rd. &Austin Rd. Signal AM 11.3 B 12.0 B No 1 PM 16.9 B 17.2 BNo • 1 Austin Rd. &Cal.Health Care Si l AM 3.5 A 4.5 A No • 2 DrivewaygnaPM 5.5 A 5.9 A No Notes:Traffic counts were conducted in mid-May 2018 • SSS=Side-Street-Stop,AWS-All-Way-Stop,Signal-Traffic Signal Light *For side-street-stop controlled intersections the delay and LOS reported in the above table represent the worst case • (the side street approach controlled by the stop sign). The LOS for the intersection as a whole is A with delays less than 10 seconds. Study intersections 1,2,3,10,and 12 are County intersections and the lowest acceptable condition is • LOS D.Other stud intersections are Caltrans intersections and the lowest acceptable LOS is E. • • • • • • • • • • • • • •