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Draft Supplemental Environmental Impact Report Page IV.13-20 <br /> Forward Inc.Landfill 2014 Expansion Project <br /> Surrounding and Nearby Land Uses of W.A. Land Use and Agricultural Resources.) The other <br /> two approved projects identified in the 2013 EIR are listed below. <br /> • Archtown Industrial Project,located at the southwest corner of Newcastle and Arch <br /> Roads. <br /> • Arch Road Industrial Project, located on the south side of Arch Road between Austin <br /> and Newcastle Roads, west of the Northern California Re-Entry Facility. <br /> ` Estimated traffic volumes from those projects were obtained from the traffic studies completed <br /> for each facility. Table IV.13-8,below,provides the number of trips generated, and sources, for <br /> each of the previously approved projects. Completion of construction of the California Health <br /> Care Facility does not change the project's trip generation used in the 2013 EIR;therefore, there <br /> bw is no change to total traffic volumes calculated for the EPAP conditions analyzed in the 2013 <br /> EIR. <br /> Table IV.B-8 <br /> Trip Generation For Approved Projects <br /> Project Trips <br /> Approved Project Daily Trips AM Peak Hour PM Peak Hour <br /> In Out In Out <br /> rchtown Industrial Project' 4,790 154 98 112 196 <br /> rch Road Industrial Pro'ect2 4,240 136 87 98 175 <br /> .. Notes: <br /> Source: Transportation Impact Analysis Arch RoadlNewcastle Road Light Industrial(Fehr&Peers <br /> August,2008)Page 18,Table 10 <br /> =Source: Transportation Impact Analysis Arch Road Industrial Development (Fehr&Peers 2008)Page 19, <br /> Table 10 <br /> Existing-Plus-Approved Projects Traffic Volumes and Intersection Operations <br /> AM and PM peak hour traffic volumes at the study intersections under EPAP conditions are <br /> shown in Figure IV.B-5. Levels of service that would occur at the study intersections are <br /> presented in Table IV.B-9. Under EPAP conditions, study intersections would remain at an <br /> acceptable LOS,with the exception of the southbound off-ramp from Route 99 at French Camp <br /> Road (intersection 6). This intersection would remain at an unacceptable LOS F,but addition of <br /> ►. traffic from the approved projects would cause an increase in the delay. (This LOS does not <br /> account for the Caltrans traffic signal installation project mentioned above, the effect of which is <br /> discussed in Near-Term (Existing-Plus-Approved-Projects) Cumulative Impacts,below. <br /> ` Existing-Plus-Approved Projects Plus Project Traffic Volumes <br /> Traffic under this condition is estimated by adding project-related traffic to traffic volumes <br /> associated with near-term cumulative (Existing Plus Approved Projects) development projects. <br /> LOS calculations for the Existing Plus Approved Plus Project scenario assume 10 percent of the <br /> traffic is trucks,based on direction from County staff. LOS values with the Proposed Project are <br /> shown in Table IV.B-10, and projected traffic volumes are shown in Figure IV.B-6, EPAP Plus <br /> Project Peak Hour Volumes. <br />