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Draft Supplemental Environmental Impact Report Page IV.13-22 <br /> Forward Inc. Landfill 2018 Expansion Project <br /> Table IV.B-12:2035 Cumulative Conditions Intersection Traffic LOS <br /> 2035 2035 2035 Cumulative Cumulative <br /> 2035 Cumulative + <br /> +Project <br /> Stud Intersections and Traffic Peak Cumulative Conditions- Project+ <br /> Study Conditions+ <br /> Driveways Control Hour Conditions Mitigated by Mitigations by Project <br /> Other Projects Mitigation <br /> Other Projects <br /> Delays LOS Delays LOS Delays LOS Delays LOS <br /> Austin Rd.&Forward AM 9.9 A NC NC 12.6 B NC NC <br /> 1 Main Driveway SSS PM 11.3 B NC NC 13.9 B NC NC <br /> Austin Rd.&Forward AM 9.8 A NC NC 9.8 A NC NC <br /> 2 SecondaryDrivewaySSS PM 11.2 B NC NC 11.2 B NC NC <br /> Austin Rd.&E.French AM 21.4 C NC NC 27.1 D NC NC <br /> 3 Cam Rd. AWS PM 23.6 C NC. NC 29.3 D NC NC <br /> SR 99 NB On-off Ramps& SiAM >100 F 10.2 B 15.1 B NC NC <br /> 4 E.French Camp Rd. gnal PM >100 F 11.6 B 30.9 C NC NC <br /> SR 99 SB On-off Ramps& AM >100 F 82.8 F 83.2 F SU NC <br /> 5 Si <br /> E.French Cam Rd. gnal PM >100 F >100 F >100 F SU NC <br /> SR 99 Urban Interchange& SiAM >100 F >100 F >100 F SU NC <br /> 6 Arch Rd. gnal PM >100 F >100 F >100 F SU NC <br /> 7 Arch Rd.&Kingsley Rd. Signal AM >100 F 35.4 D 35.9 D NC NC <br /> PM >100 F 50.0 D 51.9 D NC NC <br /> SR 99 SB On-off Ramps& SiAM 99.3 F 31.7 C 82.4 F SU NC <br /> 8 Mariposa Rd. gnal PM >100 F 84.5 F 84.8 F SU NC <br /> SR 99 NB On-off Ramps& SiAM 30.2 C 33.5 C 47.6 D NC NC <br /> 9 Mariposa Rd. gnal PM >100 F 93.6 F 94.6 F SU NC <br /> 10 Mariposa Rd.&Austin Rd. Signal AM >100 F 50.8 D 51.6 D NC NC <br /> PM >100 F 39.6 D 41.3 D NC NC <br /> 11 Arch Rd.&Austin Rd. Signal AM >100 F 24.4 C 39.0 D 14.5 B <br /> PM >100 F 53.6 D 61.8 E 42.2 D <br /> Austin Rd. &Cal.Health SiAM 4.8 A NC NC 4.8 A NC NC <br /> 12 Care Drivewaygnal PM 6.5 A NC NC 7.9 A NC NC <br /> Notes: Traffic counts were conducted in mid-May,2018,SSS=Side-Street-Stop.AWS=All-Way-Stop,Signal-Traffic Signal Light <br /> *For side-street-stop controlled intersections,the delay and LOS reported in the above table represent the worst case(the side street approach <br /> controlled by the stop sign). The LOS for the intersection as a whole is A with delays less than 10 seconds. <br /> NC=no change SU=Project's incremental contribution is cumulatively significant and unavoidable <br />