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# Draft Enviromnental Impact Report Page IV.13-12 <br /> Forward Inc. Landfill Expansion <br /> Existing Plus Approved Projects Plus Project Traffic Conditions <br /> FThis section of this traffic study describes conditions that would exist under Existing Plus <br /> Approved Projects Plus Project(EPAP Plus Project) conditions. Traffic under this condition is <br /> estimated by adding project-related traffic to the sum of traffic volumes associated with <br /> previously approved projects and existing traffic volumes. Comparing EPAP Plus Project <br /> conditions to the baseline EPAP (no project) conditions results in an identification of near-term <br /> project-related impacts. <br /> t.._ Traffic volumes and levels of service that would occur at the four study intersections are <br /> presented in Table IV.B-8 and Figure IV.B-5. Under EPAP Plus Project conditions, all <br /> intersections would continue to operate at LOS C or better. There would be no significant <br /> impacts, and no mitigation measures are required. <br /> Table IV.B-8 <br /> I EXISTING PLUS APPROVED PROJECTS PLUS PROJECT <br /> PEAK HOUR INTERSECTION OPERATIONS <br /> Existing Plus Approved Projects Plus Project Conditions <br /> Weekday AM Peak Hour Weekday PM Peak Hour <br /> 1 Intersection Control LOS Delay LOS Delay <br /> (in seconds) (in seconds) <br /> 1. Austin Signal B 11.7 B 14.6 <br /> Rd./Mariposa Rd. <br /> . Austin All- <br /> G Rd./Arch Rd. Way C 19.5 C 24.2 <br /> Stop <br /> . Austin Rd./ Minor By App C (EB) App Del=15.3 By App B (EB) App Del=12.4 <br /> Forward driveway Stop Overall=C App Del =2.2 Overall = B Avg Del= 1.1 <br /> � Austin Rd./ All- <br /> 4. <br /> Tench Camp Rd. Way C 18.0 C 21.0 <br /> Stop <br /> Notes: <br /> F: 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 Stop=Stop sign-controlled. Only the minor street stops. <br /> App=Approach,Avg=Average <br /> F11 <br /> Road Segment Evaluation <br /> E Operations of the road segment along Austin Road between the project driveway and Arch <br /> Road were evaluated in accordance with the guidelines of Chapter 20 of the Highway Capacity <br /> Manual (TRB, 2000). Since the proposed project would add truck traffic to the study segment, <br /> F <br />