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Mr. Steve 3'anko wski <br />~[r. B~]an Otson <br /> <br />April 29, 2002 <br /> Page 2 <br /> <br />Noise modeling was done ,~smg the noise prediction pro_re'am "NED, I'NO[SE", a version of ti:to <br />FHWA %T,~¥[.hNA" model adapted by NLWDOT. Tins model uses vehicle numbers, 'speed, <br />class o~' vehicle, and topographical characteristics or' the roadway and receptors being analyzed. <br />SRF used the grading ptans produced by tim developers' architects (these plans are the basis for <br />the attached figures) to determine the elevauons of the receptors wit. bin the devetgpmenr. <br />Modeling performed for this analysis assumed a peak hour traffic volume o£ 2,.500 veh/cles, o£ <br />wh/ch 9'7 percent are automobiles and light truc~, ea~o percent are medium u-ucl~, and one <br />percent heavy a-acks. This tra~hc volume was used as a "worst-case" scenario to approx/rnaze <br />daytime peak n-affic noise levels a.long TH 47 after de construction of the development. Posted <br />speed limits were used m the noise model. <br /> <br />Analyzed Noise Miti=ation <br /> <br />To assess de effectiveness of noise mitigation for dis development, noise barriers of ~o Izeig/ats <br />(6 and 10 feet) were modeled along ~he eastern boundary of the cievelopmenrS (see attached <br />figures). For Mae 2nd Addition analysis, the barrier extends along the eastern proper7? boundar-/ <br />Wtth a break ar the TH 47/~.56d Lane intersection and stops appro×/.mateiy 600 ~'eet sou~ of <br />156d Lane. Two locations tbr noise burners were modeled for ttze 3rd Addition: wes~ of <br />TH 47 along rlxe highway ngtx-of-wa7, and west of de wetland. <br /> <br />Toe modeled barrier, represents a solid fence or a berm, or a combination of the two. The {zeigtx <br />of the studied noise barners was limited to ten feet due ro aes~etic, engineering and cost <br />concerns. T'ae rotations of potential noise barriers were limited ~o witb. m the boundaries of the <br />developments except dot a potential barrier was modeled along Mae lzig/away ri~t of way for the <br />3''~ Addition. While barriers of ten feet in heig/zt are e~"ective m mitigating tire noise (t/re/road <br />contact noise dominates traffic noise from cars and [i~*-hzt trucks), Maey are not as effective ar <br />reducing rmck noise, which is dominated by en~ne and exhaust noise that or/g/nato ar heights <br />several fe:: above the road surface. <br /> <br />Results of Noise Anal,/sis <br /> <br />Tlae results of the noise analysis are presented in Mae following tat~les. Results are presented as <br />Lt0 A-weighted decibels (dBA). T'ae Lt0 descr/ptor indicates Maat the noise levels represent ~e <br />noise level that is exceeded tar rbe loudest ten percent of a t/me period, ar the loudest <br />six minutes of an hour. "A" weighting ap'proximares Mae way that an average person bears <br />sounds. <br /> <br />7/ildli,/k Sancxuary gad Addition <br /> <br />Noise [evets ar the 2nd Addition of the Wildlife Sanctuary will exceed state dayrlme noise <br />standards at the tbur first row homes by up ~o ~bur dBA. A six-foot-high barrier would reduce <br />tra~hc noise by zero ro three dBA and provide a noticeable decrease (three dBA) at only ~,a,o <br />residences. A ten-tbot-~Ugh burner would provide a zero to five dBA reduction and provide a <br />not~ceat01e decrease at only cwo residences. <br /> <br />-101- <br /> <br /> <br />