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• 5% to/from the south on US Highway 10 <br />Proposed site traffic was assigned to the surrounding roadway network and study intersections by <br />applying the trip distribution provided in Exhibit 6 to the trip generation forecast for the development <br />scenario as provided in Tables 6, 7, and 8 for each respective scenario. Exhibit 7 provides the project trip <br />assignment for the Minimum Density Build (2040) scenario. Exhibit 8 provides the project trip assignment <br />for the Maximum Density Build (2040) scenario. Exhibit 9 provides the project trip assignment for the <br />Maximum Density Build with Discount Retail (2040) scenario. <br />4.5 TOTAL TRAFFIC <br />The future year (2040) build traffic volumes were calculated by adding the Year 2040 No -Build traffic <br />volumes (Exhibit 5) to the site trips for the Zoning, Maximum Density, and Maximum Density with <br />Discount Retail scenarios, which are shown in Exhibits 8, 9, and 9, respectively. The resultant build (2040) <br />traffic volumes for the Zoning, Maximum Density, and Maximum Density with Discount Retail scenarios <br />are shown in Exhibits 10, 11, and 12, respectively. <br />TCAAP AUAR Update I Traffic Analysis <br />April 2024 <br />