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Based on the trip generation calculations found in Table 2,RLK determined the heaviest trip generator for <br /> each time frame as the worst case scenario to be tested. The A.M. Peak Hour trip generation is heaviest <br /> with a fast-food restaurant with drive-thru on the conceptual parcel. The P.M. Peak Hour trip generation <br /> would be heaviest with a pharmacy with a drive-thru on the concept parcel. In this case, the trip <br /> generation for the P.M. Peak Hour exceeds that for the A.M. Peak Hour, thus the P.M. Peak Hour was <br /> considered the critical Build Condition for analysis. <br /> By applying the site trip distribution to the Existing P.M.Peak Hour traffic, as found in the Spack report, <br /> RLK was able to model the Build condition in the P.M. Peak Hour scenario. Levels of service were no <br /> worse than LOS-C for any of the study intersections. <br /> Delay and stacking distance did not appear to be significant at any of the driveways during the PM Peak <br /> Hour. SimTraffic analyses showed a 95 h Percentile Queue length of 51 feet(approx. 2 car lengths)at the <br /> easterly driveway,and the model showed the queue cleared rapidly as traffic entered County Road E. <br /> Conclusion <br /> RLK has tested several scenarios of trip generation and traffic operation for the market-rate apartment site <br /> and the conceptual parcel to the east. It is our conclusion that the trip generation and traffic operation <br /> associated with these potential uses will operate the same, if not better than the previous use on the site <br /> (Holiday Inn hotel). The access locations do not negatively impact the flow of traffic along County Road <br /> E,nor do the various proposed trip generators cause increased impacts to the overall street network. <br /> GADavidson Companies12011-052-M1_Cocrespondenee\Teaffic Impact Study 02072012.doc <br /> RLK Incorporated Page 6 of 6 February 7,2012 <br /> Co.Rd.E&Lexington Traffic Study 2011-052-M <br />