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• <br /> • Draft Supplemental Environmental Impact Report Page IV.B-4 <br /> • Forward Inc. Landfill 2018 Expansion Project <br /> Public Transit <br /> • Transit service in the general vicinity of the Forward Landfill is provided by the San Joaquin <br /> • County Regional Transit District (RTD). RTD provides service between Stockton and the <br /> • airport,but the nearest route is at the Route 99/Arch Road interchange. No RTD or other <br /> • transit lines extend into the study area. <br /> • Intersection Operations <br /> Level of Service Concept <br /> • The operating conditions of intersections experienced by motorists are described as "levels of <br /> • service" (LOS). Level of service is based on several factors, including: <br /> • • traffic volumes, <br /> • • intersection lane configurations, <br /> • • design and type of traffic control, <br /> • . speed and travel time, <br /> • • traffic interruptions, <br /> • • freedom to maneuver, and <br /> • • driving comfort and convenience. <br /> • Levels of service may be expressed qualitatively with letters "A" through "F" from best to <br /> • worst, which cover the entire range of traffic operations that might occur. Levels of service A <br /> • through D generally represent traffic volumes at less than roadway capacity, while LOS E <br /> • represents traffic volumes at or near roadway capacity, and LOS F represents over-capacity or <br /> • forced flow conditions. <br /> • Two sets of LOS calculation methods were used for intersection capacity analysis in the study; <br /> • one for signalized intersections and the other for the non-signalized intersections. For <br /> • signalized intersections, traffic LOS is determined based on the average delay per vehicle for the <br /> entire intersection as a whole. For the non-signalized intersections, traffic LOS is determined <br /> • based on the average vehicle delay for approaches controlled by stop signs or yield signs at <br /> minor streets. Through traffic movements on major street approaches were evaluated but are <br /> • not the determining factor intersection LOS. <br /> • The study methodology was selected by PHA based on input from both the City of Stockton <br /> • and San Joaquin County staff. Generally, this study follows County Traffic Study Guidelines <br /> • (San Joaquin County, 2008),but because the project is within the City of Stockton's sphere of <br /> • influence, a 2035 horizon year for cumulative analysis was used per City guidelines. Tables <br /> • IV.13-1 and IV.13-2 provide a brief description of LOS for each category. <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br />