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III. ENVIRONMENTAL SETTING,IMPACTS AND MITIGATION MEASURES <br /> D. NOISE <br /> the City's noise/land use compatibility <br /> acceptable with respect to yuidelines. Violations of the g <br /> City's nighttime hourly Leq standard could not be avoided even with construction of a 10-foot <br /> rather than 6-foot wall at the western boundary of the site; this would be a significant and <br /> unavoidable impact of the project. <br /> Impact D.3: Project-generated vehicle traffic would increase noise levels along roadways <br /> used as haul routes. (Less than Significant) <br /> Of the 544 net new daily vehicle trips generated by the project, 152 of the trips would occur <br /> during the a.m. peak hour.These trips would be distributed over the local roadway network and <br /> could affect roadside noise levels at sensitive receptor locations. The majority of the a.m. peak- <br /> hour trips generated by the project(110 trips) include the use of medium or heavy trucks (see <br /> Table III.0-5 in the Traffic Circulation and Safety section). <br /> As described earlier in this section, in areas where the noise environment is dominated by traffic, <br /> the Leq during the peak-hour is generally equivalent to the DNL at that location. Traffic volumes <br /> in the project area are at their peak during the p.m. peak hour(4:00 to 6:00 p.m.). When <br /> evaluating the noise impact of a project,the increase in traffic-related noise would typically be <br /> judged by the increase in p.m.peak-hour traffic volumes on arterial streets versus existing p.m. <br /> peak-hour traffic volumes. Generally,transportational noise levels increase by 3 to 5 dBA with a <br /> doubling of traffic volume. <br /> With respect to the project,traffic would be the greatest during the a.m. peak hour. Additional <br /> project-related truck and vehicle activity could occur on local roadways as early as 4:00 a.m. on <br /> Mondays through Saturdays and as early as 8:00 a.m. on Sundays. In order to characterize the <br /> project's potential to affect roadside noise levels,an analysis of the change in a.m. peak-hour <br /> noise levels was evaluated rather than the p.m. peak hour. This method of analyzing roadway <br /> noise levels is conservative and represents worst-case conditions. <br /> Sensitive receptors along project roadways include single-family residences located along Navy <br /> Drive west of Pershing Avenue and Fresno Avenue north of Navy Drive, and the Motel 6 located <br /> along Navy Drive north of Charter Way. The Motel 6 is located in close proximity to I-5 and <br /> would be affected to a lesser extent by project traffic. Other roadway segments evaluated in <br /> Section III.C,Traffic Circulation and Safety were eliminated from this noise impact analysis, <br /> since there are no sensitive receptors located along them. Table IIID-7 shows the existing a.m. <br /> peak-hour volumes on the modeled roadway segments and the projected increase in traffic <br /> volumes with the project and under cumulative conditions with and without the project. As <br /> shown in Table IIID-7,traffic volumes would not double along any of these segments with <br /> project implementation and therefore significant increases in roadway noise levels are not <br /> anticipated. <br /> In order to demonstrate potential increases in roadside noise levels and to reflect increases in <br /> noise related to increased truck percentages related to the project, noise level projections were <br /> Stockton Scavenger Transfer Station Expansion III.D.18 ESA/990190 <br />