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restaurant, and an additional hotel. The development changes differ from the estimates within the BRW study by the following amounts: . The proposed davelopment has increased by 52,973 square feet compared to the BRW evaluation. This is an increase of 8.5%. . The proposed development is expected to generate 6,823 daily trips. This represents a decrease of 566 trips per day &om the BRW estimates for a decrease of 7.7%. . The proposed development is expected to generate 824 PM peak hour trips. This �'epr�e�ats aa�int�r�sse of 36 trips during the PM peak hour from the BRW estimates for an iactt,as� of 4,6%. The BRW sfudy vo�tunes were u�ed as the base line to measure the anticipated impacts fram increased te�tffic;s�ssociat�d with the development along this section of Cleveland Avenue. Their study fiit�g was, "there are expected to be no significant traffic impacts associated with the proposed Centre Pointe development, The minor impacts identified in this analysis are attributed to background conditions and would be expected to occur with or without the Centre Pointe development." Since the proposed Centre Pointe Business Park development is expected to generate slightly more PM peak hour tra�iic than was estimated by BRW for this site, it is anticipated that the operation of the surrounding intersections not change. In conclusion, we offer the following: The proposed businesses are expected to generate slightly more traffic during the PM peak hour, but l�ss daily tr�c, than the BRW study had estimated and evaluated for this site on Clevel�d Avenue within their study. It is anticipated that the proposed development will not adversely impact the intersections in the area and they will operate within the ranges indicated by the BRW report. A'trl�Toise �� As�part of the original EAW a study of potential impacts of vehicle related air and noise emissions was contacted by Braun Intertec. Based on the above tr�c analysis and the, reduced traffic volumes outlined in the original EAW, RLK concludes that there will be no advei'se�ig►paCt to the existing air and noise quality in the area. The Mr'CA will make a final determination during the reyiew of the ISP. The proposed site wilt be developed with apprQ�>imate�y 7,g%o impervious surface. The de�ielopment of the � wilt.be consistertt with the original `design data prepared by RLK as part of the master grading andstorct�water managcment. The overall drainage patterns will be consistent with the original design calculations. The proposed design will collect stormwater discharge into an existing retention pond to the