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4.4 NOISE <br /> haul route proposed by the applicant is to bridge the Mokelumne River and extend the roadway to Davis <br /> Road, south to Peltier Road and west to the New Hope tract. The extraction and processing of the <br /> material would take place 24 hours a day, 7 days a week. The transporting of the material to the levee <br /> would only take place on weekdays between the hours of 5:00 AM and 9:00 PM. The material would <br /> be excavated from the bottom of the lakes with loaders and transported via a conveyor belt system to the <br /> trucks. No blasting or quarrying of the site would occur as part of the excavating process. All of the <br /> excavation would be completed prior to occupancy of the new residences. <br /> Heavy equipment would be used during excavation of the lake bottoms of the lakes. Maximum noise <br /> levels of equipment used in such an operation could be as high as 98 dB at a distance of 50 feet from the <br /> noise source (Figure 4.4-2). This would result in maximum noise levels of 62 dB at a distance of 3,000 <br /> feet from the source, when terrain variations are not taken into account. Since excavation would occur <br /> at the bottom of the lakes, the equipment would be out of the direct line of sight between the residences <br /> and the excavation activities. This would provide additional attenuation of the excavation noise. Table <br /> 4.4-2 shows average noise levels for excavation processes (U.S.EPA, 1973). As no existing residences <br /> are located within 3,000 feet from the excavation site, and are out of sight of the excavation process, <br /> average noise levels for the nearest existing residences to the excavation area would range between 35 <br /> and 53 dB. The median noise level would be below 50 dB, within the limits recommended by the model <br /> noise ordinance. Excavation noise would be audible at the nearest existing residences, but would not <br /> significantly impact any nearby residents. <br /> Impact <br /> 4.4-1 Existing residences along the haul route segments of Davis Road and Ray Road <br /> would be impacted by truck traffic transporting excavated material from the site. <br /> The maximum number of daily truck trips for transporting excavated material from the site to the levee <br /> is estimated to be eight trips per hour, in and out of the site during the excavation period(Omni-Means, <br /> 1991). <br /> Noise levels at setbacks of existing residences to Davis Road would be 10 dB higher than existing noise <br /> levels due to truck traffic on the haul route. Noise levels would increase by 6 dB due to truck traffic on <br /> Ray Road, north of Peltier Road. Noise level increases above 5 dB are considered to be significant. <br /> 4.4-7 <br />