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Draft Supplemental Environmental Impact Report Page IV.B-25 <br /> Forward Inc. Landfill 2014 Expansion Project <br /> Table IV.B-10 <br /> Existing Plus Approved Projects <br /> Plus Project Peak-Hour Intersection Operations <br /> EPAP Conditions <br /> Weekday AM Peak Hour Weekday PM Peak Hour <br /> Intersection Control LOS Delay LOS Delay <br /> (in seconds) (in seconds) <br /> 1. Austin Signal B 13.7 B 16.9 <br /> Rd./Mariposa Rd. <br /> 2. Austin Signal B 17.6 B 18.4 <br /> Rd./Arch Rd. <br /> 3. Austin Rd./ Minor B A A (EB) A Del=10.0 B A A (EB) A Del=9.1 <br /> Street y App ( App y PP ) Pp <br /> Forward driveway Stop Overall = A Avg Del = 6.0 Overall= A Avg Del = 2.8 <br /> . Austin Rd./ All- <br /> Way B 10.5 A 10.0 <br /> All- <br /> French Camp Rd. Stop <br /> NB App Del= NB App Del= <br /> 5. SR 99/ French Minor NB App = C 16.8 NB App = C 19.2 <br /> Camp Rd. NB Street SB App = B SB App Del= SB App = B SB App Del= <br /> Ramp Stop Overall= A 12.2 Overall = A 10.7 <br /> Avg Del =4.1 Avg Del = 3.2 <br /> NB App Del= NB App Del= <br /> 6. SR 99/ French Minor NB App = C 16.8 NB App = D 34.4 <br /> Camp Rd. SB Street SB App = C SB App Del= SB App = F SB App Del= <br /> Ramp Stop Overall = A 17.8 Overall = B 56.1 <br /> Avg Del =4.0 Avg Del = 10.4 <br /> 7. SR 99/ Arch Rd. Signal B 13.5 B 13.3 <br /> SR 99/ Mariposa <br /> Rd. NB Off-Ramp Signal B 18.9 B 18.7 <br /> Only <br /> 9. SR 99/ Mariposa Signal A 8.0 A 6.0 <br /> Rd. SB Ramp <br /> 10. SR 99/ <br /> Mariposa Rd. NB Signal B 15.5 B 16.2 <br /> amp <br /> Notes: Level of Service based on worst approach delay for two-way stop controlled intersections and <br /> average delay for all-way stop-controlled and Signalized intersections. <br /> Minor Street Stop=Stop sign-controlled. Only the minor street stops. <br /> App=Approach,Avg=Average <br />