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Draft Environmental Impact Report Page IV.B-8 Forward Inc. Landfill Expansion Existing Plus Approved Projects This section of this traffic study describes conditions that would exist if traffic associated with previously approved projects in the vicinity of the proposed project that are likely to be constructed in the near term is added to existing traffic. Previously-Approved Projects County staff identified three nearby projects to include in the Approved Projects inventory. Trips generated by the following previously-approved projects were added to existing traffic volumes to develop EPAP conditions traffic volume estimates. • California Health Care Facility,located west of Austin Road between the Forward Landfill and Arch Road • Northern California Re-Entry Facility, located on the south side of Arch Road between Austin and Newcastle Roads • Arch Road Industrial Project,located on the south-side of Arch Road between Austin and Newcastle Roads,west of the Northern California Re-Entry Facility Estimated traffic volumes from those projects were obtained from the traffic studies completed for each facility. Table IV.B-5,below, provides the number of trips generated, and sources, for each of the previously approved projects. Table IV.B-5 TRIP GENERATION FOR APPROVED PROJECTS Project Trips Approved Project Daily Trips AM Peak Hour PM Peak Hour In OutIn Out California Health Care Facility' 3,566 452 40 40 393 Northern California Re-Entry Facility 1,920 85 80 35 44 Arch Road Industrial Project' 764 50 26 12 30 s Notes: 'Source:California Health Care Facility Stockton EIR(DKS Associates 2008)Page 4.3-18,Table 4.3-13 Source:Northern California Women's Facility Conversion to Northern California Re-Entry Facility, Initial n StudylMitigated Negative Declaration (DKS Associates 2008)Page 14,Table 7 'Source:Transportation Impact Analysis Arch Road Industrial Development(Fehr&Peers 2008)Page 19, Table 10 Traffic Volumes AM and PM peak hour traffic volumes at the study intersections under EPAP conditions are shown in Figure IV.B-3. E; Intersection Operations Intersection operations during the AM and PM peak hours under EPAP conditions were analyzed for this traffic study. AM and PM peak hour traffic volumes at the study intersections under EPAP conditions are shown in Figure IV.B-3. Levels of service that would occur at the study intersections are presented in Table IV.B-6. Under EPAP conditions, LOS would decrease ff ..