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Mr. Robert Cunningham -10- January 27, 1998 <br /> TRAFFIC ANALYSIS <br /> The analysis results and needed improvements (if any) are presented next for the critical issues <br /> addressed in this study. The issues examined are listed as follows: <br /> • Effects on neighborhood streets <br /> • Effects on emergency vehicle services <br /> • Effects on school bus services <br /> • Effects at key roadway locations <br /> • Main Access on County Road I <br /> • Operation of T.H. 10 at County Road I <br /> • Spacing of Walgreens Access on County Road I <br /> • Operation and Spacing of Right in/Right out access on T.H. 10 <br /> • Traffic operations within the site <br /> The Highway Capacity Software program was used to analyze some capacity aspects of the <br /> various intersections. Level of service A refers to an operational condition with little delay <br /> where as level of service F refers to a condition where long delays can be expected. <br /> Intersections and roadways are designed to provide a level of service D or better. <br /> A conceptual site plan for the development is presented in Figure 4. The figure approximates <br /> what the development will look like and how it will interact with the adjacent roadway system. <br /> Effects of the Development On Neighborhood Streets <br /> • Daily Volume Analysis <br /> As described in the previous section, the 330 daily trips that are redistributed through the <br /> neighborhood will increase the volumes along Greenwood Drive to 664 vehicles per day. <br /> On a daily basis, the Walgreens development will generate 135 trips from the neighborhood <br /> to the north. This additional Walgreens development traffic will increase the daily volume <br /> on Greenwood Drive by about 50 trips to 714. The Metropolitan Council has established a <br /> threshold volume of 1,000 vehicle trips per day for roads classified as local streets. The <br /> resulting volumes on Greenwood Drive will still be well below this volume limit. Thus, the <br /> Walgreens development is not expected to cause any significant problems along <br /> Greenwood Drive. <br /> For Sunnyside Road, the increase that can be expected due to the closure of Eastwood <br /> Drive is three vehicles for a total of 195 vehicles per day. The increase expected as a result <br /> of the Walgreens development is 15 trips. The total volume increase on Sunnyside Road <br /> would therefore be 18 vehicles for a total of 210 daily vehicle trips. <br /> The remaining trips from both the closure of Eastwood Drive and the Walgreens <br /> development are distributed to other routes such as T.H. 10 and Long Lake Road. <br />