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Draft Supplemental Environmental Impact Report Page IV.13-9 Forward Inc. Landfill 2014 Expansion Project Table IV.134 Existing Peak-Hour Intersection Operations Existing Conditions Weekday AM Peak Hour Weekday PM Peak Hour Intersection Control LOS Delay LOS Delay (in seconds) (in seconds) 1. Austin Rd./Mariposa Signal A 8.1 B 11.5 Rd. 2. Austin Signal B 18.5 C 20.2 Rd./Arch Rd. 3. Austin Rd./ Minor B A A EB A Del=9.0 B A A EB A Del=8.9 Forward Street y pp � � Pp y pp � � Pp driveway Stop Overall = A Avg Del = 4.0 Overall= A Avg Del = 1.7 4. Austin Rd./ All- French Camp Way A 9.9 A 9.9 Rd. Stop NB App Del= NB App Del= 5. SR 99/ French Minor NB App = B 15.0 NB App = C 18.6 Camp Rd. NB Street SB App =B SB App Del= SB App = B SB App Del= Ramp Stop Overall = A 11.0 Overall= A 10.3 Avg Del =4.0 Avg Del = 3.2 NB App Del= NB App Del= 6. SR 99/ French Minor NB App = C 15.2 NB App =D 32.8 Camp Rd. SB Street SB App = C SB App Del= SB App =F SB App Del= Ramp Stop Overall = A 16.0 Overall = A 51.6 Avg Del =4.2 Avg Del= 10.0 Rd.. 99/ Arch Signal B 12.9 B 12.2 R 8. SR 99/ Mariposa Rd. NB Signal B 19.0 B 18.71 Off-Ramp Only 9. SR 99/ Mariposa Rd. SB Signal A 8.2 A 6.1 Ramp 10. Mariposa Rd. NB Ramp Signal B 18.3 B 1 h. Notes: Level of Service based on worst approach delay for two-way stop controlled intersections and average delay for all-way stop-controlled and signalized intersections. Minor Street Stop=Stop sign-controlled. Only the minor street traffic stops. App=Approach,Avg=Average Impacts Traffic impacts are assessed by evaluating the effects of a proposed project on the adequacy of the transportation circulation system's capacity to accommodate projected traffic levels. This traffic study focuses on the operation of intersections most likely to be adversely affected by the proposed project. Cumulative impacts, which would be those resulting from the combined --