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Draft Environmental Impact Report Page IV.B-6 <br /> Forward Inc. Landfill Expansion <br /> R1 LOS calculations are included in Appendix C. All intersections are currently operating <br /> acceptably at LOS A during both peak hours. <br /> ' Table IV.B-4 <br /> EXISTING PEAK HOUR INTERSECTION OPERATIONS <br /> Existing Conditions <br /> � <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 A 9.5 A 11.9 <br /> ► d./Mariposa Rd. <br /> Austin All- <br /> d./Arch Rd. Way A 8.2 A 8.2 <br /> Stop <br /> . Austin Rd./ Minor By App A (EB) App Del=9.1 By App A(EB) App Del=8.9 <br /> Forward driveway Stop Overall= A Avg Del=3.8 Overall = A Avg Del=2.5 <br /> . Austin Rd./ All- <br /> Way A 8.7 A 8.7 <br /> reneh Camp Rd. Stop <br /> Notes: <br /> 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 /> F <br /> 3 <br /> 1 I` <br />