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Draft Supplemental Environmental Impact Report Page IV.13-12 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 1 Austin Rd.&Forward Main SSS AM 9.2 A* 11.2 B* No Driveway PM 9.5 A* 10.7 B* No ' Austin Rd.&Forward AM 9.1 A* 9.7 A* No 2 SecondaryDrivewaySSS PM 9.4 A* 9.8 A* No Austin Rd.& AM 10.4 B 10.9 B No 3 E.French Cam Rd. AWS PM 19.0 C 20.6 C No SR 99 NB On-off Ramps&E. SiAM 17.7 B 21.0 C No 4 French Camp Rd. gnal PM 20.1 C 25.3 C No 5 Si SR 99 SB On-off Ramps& AM 15.0 B 16.4 B No ' E.French Cam Rd. Signal 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 8 SR 99 SB On-off Ramps& Signal AM 6.6 A 6.7 A No Mariposa Rd. g PM 8.0 A 8.3 A No 9 SR 99 NB On-off Ramps& SiAM 5.1 A 5.2 A No ' Mariposa Rd. Signal PM 3.8 A 4.4 A No 10 Mariposa Rd.&Austin Rd. Signal AM 4.9 A 4.9 A No PM 6.1 A 5.8 A No ' 11 Arch Rd.&Austin Rd. Signal AM 11.3 B 12.0 B No PM 16.9 B 17.2 B No Austin Rd.&Cal.Health Care SiAM 3.5 A 4.5 A No 12 Drivewaygnal PM 1 5.5 A 5.9 A No Notes:Traffic counts were conducted in mid-May 2018 SSS=Side-Street-Stop,AWS=A11-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 1,2,3,10,11,and 12 are County intersections and the lowest acceptable condition is LOS D.Other study intersections are Caltrans intersections and the lowest acceptable LOS is D. I