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Transportation's Access Management Manual, Chapter 5 (available at: <br /> http://www.dot.state.mn.us/accessmanagement/resources.html) or a similar local <br /> guidance. <br /> A traffic impact study will be completed for this project based on the projected trip <br /> generation of the site (see Appendix Q. The area's transportation network is expected to <br /> support the development within the project site with current intersection geometry. Metrics <br /> for traffic analysis include intersection delay as measured by level of service (LOS) and 95tn <br /> percentile queue lengths. LOS grades range from A to F, with LOS A being the highest (best <br /> traffic flow and least delay), LOS E as saturated or at-capacity conditions, and LOS F being the <br /> lowest (oversaturated conditions). LOS D or better is generally considered acceptable <br /> operating conditions. <br /> The traffic impact study will include intersection capacity analyses for intersections adjacent <br /> to the project site along County Road 5, MN Highway 47, and Sunwood Drive. Based on the <br /> results of the traffic impact study capacity analysis, all intersections are anticipated to operate <br /> with acceptable LOS in all analysis scenarios. Table 8 shows the LOS for the project site <br /> intersections in each analysis scenario. <br /> Haviland Fields EAW 29 September 2023 <br />