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11/18/2014 (7)
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11/18/2014 (7)
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1/9/2023 12:42:29 PM
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Meetings
Meeting Type
BCC Regular Meeting
Document Type
Agenda Packet
Meeting Date
11/18/2014
Meeting Body
Board of County Commissioners
Book and Page
410
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H:\Indian River\Network Files\SL00000E\S0004AE.tif
SmeadsoftID
14159
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Section 2 t n;11 -, t',:,! k ri,:i,, ,i�d Ei�nnru;i� rtlal Cc�r r yue��te� <br />a. Outdoor measurements were collected by CDM Smith using a Type 1 SounclPro DL sound level <br />meter in October 2014. The noise meter was placed 5 feet above the ground level. Noise levels <br />were measured at each location and the equivalent steady-state sound level (Leq) was collected for <br />each site logged in one minute intervals. One minute data log is important to determine any <br />aberrant noise events at each site. Noise levels were measured at six locations within the Project <br />Study Area, as shown in Table 2-1. The purpose of the ambient noise level measurement was to <br />quantify the existing acoustic environment and provide a baseline for assessing the impact of <br />future noise levels on the receptors in the vicinity of the proposed action resulting from the <br />Proposed Project. No documentation of field measurements collected by AAF were presented in <br />the DEIS. <br />Table 2-1 October 2014 Noise Data Collected by CDM Smith <br />Crossing Location <br />Measured (various time periods) <br />Lmax Leq Lmin <br />Ambient <br />Leq <br />Train <br />Event <br />Leq <br />Train <br />Horn <br />Lmax <br />Sebastian <br />Roseland Rd <br />107 <br />79 <br />48 <br />71 <br />88 <br />107 <br />Sebastian <br />Schumann Dr <br />104 <br />74 <br />42 <br />64 <br />88 <br />104 <br />Vero Beach <br />45th St <br />101 <br />71 <br />47 <br />64 <br />83. <br />101 <br />Vero Beach <br />23rd St <br />105 <br />78 <br />52 <br />64 <br />86 <br />105 <br />Vero Beach <br />4th St <br />98 <br />7653 <br />68 <br />86 <br />98 <br />Vero Beach <br />Highland Dr <br />1 106 <br />80 <br />52 <br />67 <br />89 <br />106 <br />b. People generally perceive a 10 A -weighted decibel (dBA) increase in a noise level as a doubling of <br />loudness. For example, a 70-dBA sound will be perceived by an average person as twice as loud as <br />a 60-dBA sound. People generally cannot detect differences of 1 dBA to 2 dBA. Differences of 3 <br />dBA can be detected by most people with average hearing abilities. A 5-dBA change would likely <br />be perceived by most people under normal listening conditions. <br />The DEIS underestimates the noise impacts from the Proposed Project. Table 5.2.2-9 of the DEIS, <br />indicates that the Proposed Project would result in daytime noise levels (Leq) ranging from 62.1 to <br />63.9 dBA close to at -grade crossings (average 62.5 dBA) and ranging from 61.4 to 63.5 dBA along <br />the mainline tracks. The 2014 ambient noise levels (L.eq) collected by CDM Smith in the field ranged <br />from 61 to 71 dBA and 83 to 89 dBA during a train event for the existing condition. These values <br />are higher than the projected background conditions used in the DEIS. The DEIS does not address <br />different noise sources and combining of noise sources such as traffic noise, freight noise, and <br />passenger train noise to calculate the increase in the noise levels from the Proposed Project which <br />results in underestimation of noise levels from the vroiect <br />d. The Ldn ranged from 62.2 to 64.1 at -grade crossings and 61.6 to 63.6 along the mainline. The future <br />noise levels listed in Table 5.2.2-10 shows the existing Ldn noise levels are 75 dBA with the project <br />noise at 64 dBA in Indian River County. Comparing existing Ldp from the existing levels of 62.2 to <br />64.1 to future levels of 75 dBA, there is a 10 dBA increase which equates to doubling of loudness <br />2 The DEIS fails to include existing vibration levels in the Project Study Area to compare to future <br />vibration levels. Similarly, generic vibration levels at various distances are only shown for rubber -tired <br />vehicles traveling at 30 miles per hour (mph), light rail traveling at 50 mph, and heavy rail traveling at <br />50 mph. As suggested by the DEIS, the vibration source in the E -W Corridor is SR 528, where vehicles in <br />the Project Study Area will be traveling at speeds exceeding 30 mph. According to a later reference on <br />CDM <br />Smith 301 •y c7 2-5 <br />
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