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Draft Supplemental Environmental Impact Report Page IV.13-29 <br /> Forward Inc. Landfill 2014 Expansion Project <br /> Table IV.B-11 <br /> 2035 Conditions Without the Proposed Project <br /> Peak-Hour Intersection Operations <br /> 2035 Cumulative, No Project 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 D 38.3 E 55.8 <br /> Rd./Mariposa Rd. <br /> 2. Austin Signal B 15.7 F 111.8 <br /> Rd./Arch Rd. <br /> 3. <br /> Minor <br /> Austin Rd./ Street NA* NA* NA* NA* <br /> Forward driveway Stop <br /> . Austin Rd./ All- <br /> Way C 20.6 C 24.5 <br /> rench Camp Rd. Stop <br /> 5. SR 99/ French Minor <br /> Camp Rd. NB Street F 244.5 F 85.9 <br /> amp Stop <br /> 6. SR 99/ French Minor <br /> Camp Rd. SB Street E 78.3 D 49.7 <br /> Ramp Stop <br /> 7. SR 99/ Arch Rd. Signal F 131.7 F 118.4 <br /> . SR 99/ Mariposa Signal F 498.9 F 485.1 <br /> Rd. SB Ramp <br /> 10. SR 99/ <br /> ariposa Rd. NB Signal B 13.4 D 55.1 <br /> amp <br /> Notes: <br /> *In the Cumulative No Project scenario the Forward driveway would be closed and there would be no <br /> intersection. <br /> Intersection 8(SR 99/Mariposa Rd.NB Off-Ramp Only)eliminated due to improvements at the Mariposa <br /> Road /SR 99 interchange. <br /> Level of Service based on worst approach delay for two-way stop controlled intersections and average delay <br /> 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 />