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Memorandum to: Kent Peterson <br /> Bituminous Roadways <br /> October 7, 2010 <br /> Page 4 <br /> The noise data collected from each of the four monitoring locations is provided in Table 2. The <br /> nighttime L50 values within Table 2 are based on the data collected from 6:00 am to 7:00 am at <br /> each location. The daytime L50 values presented in Table 2 is the average L50 of all hours of <br /> noise data collected from 7:00 am until 5:00 pm at each location. <br /> Table 2: Noise monitoring data at four locations near the proposed project <br /> MPCA MPCA <br /> Location Nighttime Nighttime Daytime Daytime L50 <br /> and NACt Description L50 dBA L50 Standard L50 dBA Standard <br /> #I Ind West end of Industrial Park 60.7 75 59.7 75 <br /> #2 Ind Old Dutch Railroad 66.2 75 65.9 75 <br /> #3 Res End of Eustis Court 62.5 50 62.5 60 <br /> #4 Res St. Croix St. Mid -block 58.2 50 56.3 60 <br /> (1): NAC Noise Area Classification; lnd Industrial Noise Area; Res Residential Noise Area. <br /> (2): Nighttime L50 was calculated from noise data collected between 6:00 am and 7:00 am. <br /> (3): Daytime L50 presented is the average L50 from 12 hours of noise data collected from 7:00 am to 5:00 pm. <br /> The monitored existing L50 levels from the four monitoring locations were used in conjunction <br /> with the measured noise levels at the existing Bituminous Roadways Shakopee asphalt plant to <br /> calculate the future noise levels at the noise monitoring locations. The potential future noise <br /> levels from the proposed project at each noise monitoring location were calculated using the <br /> following formula: <br /> dBAd;stance 79.4 dB(A)20 20 logro(distance /20) <br /> Once the noise Levels generated by the proposed project were determined for each noise <br /> monitoring location, these values were then added to the existing monitored noise levels to yield <br /> the predicted future noise levels. The following formula was used to calculate the summation of <br /> the existing noise with the new noise created by the proposed project: <br /> Future dBA 10 log (1 O(exlsting dsAno) I O(DB1° dB,vto) <br /> The predicted future daytime noise levels under normal plant operations are presented in Table 3 <br /> for each of the four monitoring locations. Under normal operations the noise generated by the <br /> proposed project would increase the noise levels at the four monitored locations by 0 to 0.2 dBA. <br /> An increase of this magnitude is not detectable by the human ear and supports the conclusions <br /> presented in the EAW that the proposed project would not result in a significant increase in noise <br /> in areas adjacent to the project. Figure 3 presents the existing noise levels at each location as well <br /> as the predicted future noise levels at each location with the asphalt plant under normal <br /> operation. <br /> r: o42543ihmunous RN 1 2007 RoseAire CU1.NoocMrerno.2010.I0.06.do: <br />