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Occupancy Vehicle (HOV) Improvement project that is planned to be completed in 2020. This project includes the <br />addition of one continuous HOV lane in each direction along the northbound and southbound I-5 between SR-55 and <br />SR-57 and the I-5 HOV northbound entrance and southbound exist ramps at the intersection of N. Main <br />Street/Edgewood Road-I-5 Ramps have been removed. <br /> Project Trip Generation <br />The vehicle trip generation rates are from the Institute of Transportation Engineers' (ITE) Trip Generation (10th <br />Edition) and are based on Land Use 221 - "Multi-family Housing (Mid-Rise)", which is consistent with the EIR analysis. <br />Table T-1 shows that 278 units (22 units more than the Modified Project of 256 units) is estimated to generate 79 <br />fewer a.m. peak hour trips, 96 fewer p.m. peak hour trips, and 1,186 fewer daily trips than the Original Project. <br /> <br />Table T-1 Comparison of Vehicular Trip Generation <br />Land Use <br />A.M. Peak Hour P.M. Peak Hour <br />Daily In Out Total In Out Total <br />Trip Generation Rates 0.09 0.27 0.36 0.27 0.17 0.44 5.44 <br />Original Project Trip Generation (496 units) 46 133 179 133 86 219 2,698 <br />Modified Project Trip Generation (278 units) 26 74 100 75 48 123 1,512 <br />Reduction in Trips -20 -59 -79 -58 -38 -96 -1,186 <br />Source: Translutions, 2019. Attachment B. <br />Because the Original Project resulted in less than significant traffic impacts, and the Modified Project would result in <br />fewer peak hour and daily vehicular trips, the Modified Project would not result in any new or increased traffic impacts. <br />Although the intersection of N. Main Street and Walkie Way would be modified to accommodate southbound left turns <br />into the Project site, the traffic analysis modeling shows that the existing roadway network would be able to <br />accommodate the change, as none of the traffic criteria thresholds would be exceeded, as detailed below. Therefore, <br />no new or increased transportation, traffic, or circulation impacts would occur from implementation of the Modified <br />Project. <br /> <br />Existing Plus Modified Project Intersections: In the existing plus project with the Modified Project condition, Table T-2 shows that all of the study <br />area intersections are forecast to operate at satisfactory levels of service except for the SR-22 eastbound ramps at <br />Town and Country Road in both the a.m. and p.m. peak hours. This intersection is under the jurisdiction of Caltrans <br />and currently operates at an unsatisfactory LOS E in the a.m. peak hour and LOS F in the p.m. peak hour. With the <br />addition of traffic from the Modified Project, the intersection would continue to operate at an unsatisfactory LOS E in <br />the a.m. peak hour and LOS F in the p.m. peak hour. This is the same conditions that would occur by the Original <br />Project, as shown in Table 4.11-9 of the DEIR. Therefore, like the Original Project, the Modified Project would not <br />result in exceedance of the Caltrans criteria, and no impacts at other intersections would occur in the existing plus <br />Modified Project condition. Thus, overall impacts would be less than significant. <br /> Roadway Segments: In addition, as shown in Table T-3, all study area roadway segments are forecast to operate at <br />satisfactory levels of service and implementation of the Modified Project would not cause an exceedance of LOS <br />criteria on any of the roadway segments in the traffic study area. Therefore, impacts to roadway segments in the <br />existing plus Modified Project scenario would also be less than significant, which is consistent with the EIR findings <br />identified in DEIR Table 4.11-10. <br /> <br />Queueing: As described previously, the Modified Project would implement changes to the Main Street and Walkie <br />Way intersection geometrics that would provide a left turn into the Project site. This would result in a reduction in the <br />storage length for the northbound left turn and the northbound through lanes at the intersection of Main Street/Walkie <br />Way-Driveway, and for the southbound through lanes at the Main Street/Edgewood Road intersection by <br />approximately 90 feet. Table T-4 shows the queueing in the existing without and with Modified Project conditions. As <br />2-168