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existing traffic levels on Snelling Avenue are much greater than on Fairview <br />Avenue during the peak hours, fhus existing traffic levels projected out 92 years <br />to Year 2018 will result in a much greater traffic increase on Snelling than at <br />Fairview Avenue, for example. This, coupled by the fact that a greater <br />percentage (47%) of Northwestern College student trips use Snelling Avenue <br />compared to Fairview Avenue (14%), accounts for the disproportionate impact to <br />the Snelling Avenue/Lydia Avenue intersection. <br />10. Comment: It is difficult to understand why the Sneiling and Lydia and the <br />Snelling and C-2 intersections appear only to be degraded in the worst case, <br />even though those worst cases are quite substantial. <br />Response: Overall intersection level of service is a calculation of average delay <br />for aIl vehic/es moving through an intersection over a peak period. Because <br />future trips due fo College expansion predominantly impact the minor street <br />movements (i.e., Lydia Avenue and County Road G2), there is a <br />� :, <br />disproportionate impact to those�movements. These movements are a/so the <br />mosf susceptible to impact, because of the pred6 inafe allocation of green time <br />to the state highway (i.e., Snelling �vertue). ,T�e�,,r�,e s very little impact to either <br />the Snelling/Lydia Avenue or Snell�ng/CR�C2;,�overaU intersection levels of <br />service because the allocation of green fime to the predominanf northbound and <br />,,;, ,n� <br />southbound through volumes is virtually unaffe,cted. <br />11. Comment: Several mitigation strategies are sugge`sted to accommodate the <br />College's desire for increased enrollment. Howeve`r� no real solution for <br />problems at�County�Road G2 and Snelling or at Lydia and Snelling are offered. <br />acknowledged. See a/so the response to comment I.B.3. <br />12. Comment; It appears that even with the mitigation measures proposed, many of <br />�� ,4� <br />which might, not be feasible to implement for a variety of reasons, delays and <br />queues a(ong Snelling at Lydia.and County Road G2 remain at E and D levels. <br />`.K� ���.� <br />Response: Comme �ts acknowledged. !f should be noted that LOS D is <br />considered acceptable by most jurisdictions and LOS E conditions for a Year <br />2018 scenario in a gro�Ying urbanized corridor is befter than some other similar <br />corridors. LOS E operafions represent a condition where tratfic is at or <br />approaching roadway capacity. <br />13. Comment: The premise of the study was based on regular students attending <br />classes on the campus at the normal daytime hours. This does not include <br />evening and weekend activities on the campus and during the summer. All of <br />these activities have significant environmental impacts with regard to traffic. <br />Response: Comment acknowledged. The p.m. traffic analysis used traffic <br />volume counts for the 5:00 to 6:00 p.m. peak hour which included nearly as <br />many inbound (students/staff arriving for evening classes) as outbound vehicles. <br />Summer traffic conditions were nof ana/yzed because summer volumes are <br />typically lighter with respect to both College and non-College traffic and do nof <br />represent "worst case" condifions. Tratfic from weekend activities was not <br />ana/yzed because background traffic peaks vary greatly from weekend to <br />weekend and also do not represent "worst case" conditions. <br />TKDA Project No. 13529.002 Page 19 Draft Date: July 9, 2007 <br />