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0 <br /> O <br /> '13.Page 29 of the BAC report indicates that dw analysis of-truck noise iinpapts will <br /> assume Haat.kruck drivels are operating vchreies to the"quletes#manner possible". <br /> This analysis does not appear to be:a conservative approach to evaluating noise <br /> impacts: 'I his would�sepp tp-jndiepgq that:-theire.has beenx an identified sign.ificant <br /> impact,and that Mitigation measures being impiemeated, <br /> A.Thb. analysis of sleep. disturbafiec, on paga 31 thr-.o4gh`34 app.cars'to Ile <br /> flawwed. The American National Standards Institute (ANSI)'lips developoo <br /> prKW;ires;for eY-Muating#lxe;.po#CAiI X iOrslce .distet banCc: Tho 1'roocdure: <br /> ANSIMSA. S1.2,,1-2008 1 Pact 6 sets the provedur6 fb e-4IUatlxg the <br /> pntcnt al for sleep,clistumarice l<t,'ostab lis)tcs si .W.F,:l.-0. or 4:single eye"I <br /> for which the A-weighted sound: curs within a <br /> room at. .5.0 .413A. The ANSI procedure co;lcul,a-6s• tate probability .of <br /> awakening based upon the interior paean SEL atF'd the nunihor of evelits` <br /> which occur dut hig the nighttime hours-('QW)0 pain —1-'Off ami) The BAC <br /> report indicates that there wou!O a,.nly b'pt a ra%, probability of awulrcnitig. <br /> HOW-Ovcr,,the ANSI- liroccdur.ee fol* cafluiating.t166 praliability.. .uf aWikenfi% <br /> calculates a 97%,probability..of-aiwakening; base.d1-#pon.un extcrior-Sl L of'79 <br /> dBA and 182 truck trips during -the nighttime period, as indicated in the, <br /> 13AC report. This-is clearly a mgjor4ifferaneo'ig ft oyoralIknalysis. <br /> 15. Rage 30 of the:BAC report..'conducts An-analysis bf--the."Traffic Noise Impacts <br /> Relative to Caunly 65 1B Ldix=E#erior.Noise S#artdaril". 'This.analysis does. <br /> not correctly address the'C'Minty exterior noise level--standard of 6S'--dB" Ldn, 'l lie <br /> Un descriptor is a 24 bpx r average JDf sill traffic noise. This 'analysis only <br /> evaluates-the project trgffic-ftoise,lcyol, Although �late3r in�tlw report, ttivre is an <br /> evaluation of the overall traffic noise; this-analgsts is=ni sl'sading. A typieal.:nblse <br /> analysis for traffic noise irrnpaats woulcl f rst.syaltaate.:thc existing traffic noise <br /> levels and co.rttpare them to the standaid,and then cvalttaie alae existing+project <br /> noise levels to show the-cornparisan_ <br /> The BAC report estimated the project-related truck:trips t6:result in an Ldn'af 63 <br /> dB at.a distance of 60 feet. j.c. brennan.& assootges; Inc: utilized the F!ederai <br /> 1-Iigbway Administration (F,HWA RD!?-1.0s.) traffic.noise ,prediction rnod.cl to <br /> evaluate the project-related truck traf#ze noise levels along;B River Road:. The <br /> inputs assumed 248 total true* trips, with 66 of'.those trips occurring during the <br /> daytime hours. It assumed a speed of 40 midi (This-is probably underestimaring <br /> the actual travel speeds). The F 4W.A traffic noise.predicti'oh:ma&l resulted in an <br /> Ldn of 66 ABA. This would result in an exeeedance of the Ban Joaquin County <br /> nowise level criterion of 654B Ldn. <br /> 16.Page 34 sof the BAC report-conducts an:.analysis of the "Tyraffic Noise Impacts <br /> Relative to County. 45 dB Ldn Interior Noise Standard"'. This:analysis does <br /> not correctly address the County interior noise:level standard of 45 dB Ldn. The <br /> Ldn descriptor is a 24-hour average of all traffic noise. This analysis only <br /> evaluates the project traffic noise level. Althoggh,,later in the report, there is an <br /> 7 O <br />