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<br />June 2017 6-1 <br /> <br /> <br /> <br />6.0 Conclusions and <br />Recommendations <br />The conclusions drawn from the information and analyses presented in this report are as <br />follows: <br /> <br />• The proposed project is expected to add 31 trips during the a.m. peak hour, 37 trips <br />during the p.m. peak hour, and 399 weekday trips. <br /> <br />• One vehicle access point to the site is provided on Groveland Road on the east side <br />of the building. <br /> <br />• The CSAH 10/Groveland Road intersection is expected to operate at acceptable levels <br />of service during all existing and future scenarios. Trips generated by the proposed <br />development have minimal impact on the operations at the CSAH 10/Groveland Road <br />intersection. <br /> <br />• The addition of a southbound right turn lane on Groveland Road would separate the <br />southbound right turns from the through/left turns, which would reduce delay for th e <br />right turn movement. However, the volume of southbound right turn traffic is small <br />compared to the total volume on CSAH 10, resulting in minimal improvements to the <br />overall intersection operations. <br /> <br />