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Brookglen Stormwater Detention Basin <br />Traffic Impact Study <br />4 CONCLUSIONS <br />Due to low number of total trips at the intersection of Somerton Drive / Ashwyne Lane during peak <br />hour, no changes are proposed to the stop sign control at this time. For the operational analysis, <br />it is recommended that the stop sign at the intersection of Brookwood Drive/ Gladwyne Lane and <br />Gladwyne Lane/ Ashwyne Lane be removed as there are no conflicting turning movements. <br />Based on the safety and traffic analysis conducted to determine the impacts of abandoning <br />Oakhaven Road and Gladwyne Lane on the study area it is concluded that the public roadway <br />system in the community as well as the study intersections can accommodate rerouting of the <br />trips without any mitigation measures. All intersections in the study area will continue to operate <br />reasonably with LOS A or B. <br /> <br />16|Page <br /> <br /> <br />