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<br />NorthPoint Industrial Park – Lake Elmo, MN │Traffic Analysis <br />January 2022 <br />12 <br /> <br />TABLE 8: BUILD SCENARIO 3 PHASE 2 TRIP GENERATION SUMMARY <br />Land Use Description <br />ITE Land <br />Use Code <br />(LUC) <br />Intensity/ <br />Units Vehicle Type Daily <br />Trips <br />AM Peak Hour PM Peak Hour <br />In Out Total In Out Total <br />Horizon Year (2040) <br />High-Cube Transload and Short- <br />Term Storage Warehouse 154 1,100,000 <br />Square Feet <br />Passenger Vehicles 1,300 60 10 70 25 75 100 <br />Trucks 240 10 10 20 5 5 10 <br />Single Family Detached Housing 210 10 <br />Dwelling Units Passenger Vehicles 95 0 5 5 5 5 10 <br />Total Passenger Vehicle Trips 1,395 60 15 75 30 80 110 <br />Total Truck Trips 240 10 10 20 5 5 10 <br />Total Rounded Trips 1,635 70 25 95 35 85 120 <br />4.5 PROJECT TRIP DISTRIBUTION AND ASSIGNMENT <br />Based on regional traffic patterns, development locations, and population hubs, the following global <br />distribution was assumed for passenger vehicles utilizing the proposed industrial and residential <br />development in all three build scenarios : <br />• 80% to/from the west via 34th Street N <br />• 10% to/from the east via 34th Street N <br />• 5% to/from the south via Inwood Avenue N <br />• 5% to/from the southwest via Stillwater Boulevard N <br />Exhibits 6, 7, & 8 provide t he passenger vehicle distributions for the industrial development and for the <br />Residential Development. <br />The following global distribution was assumed for the commercial passenger vehicles trips: <br />• 60% to/from the west via 34th Street N <br />• 30% to/from the east via 34th Street N <br />• 5% to/from the south via Inwood Avenue N <br />• 5% to/from the southwest via Stillwater Boulevard N <br />Exhibit 9 provides the passenger vehicle distribution for the commercial development. <br />The following global distribution was assumed for industrial truck trips: <br />• 100% to/from the west via 34th Street N <br />Exhibits 10 & 11 provide the truck distributions for the industrial development. <br />Project trips were assigned to the roadway network based on the trip distribution and the likely travel <br />patterns to and from the site. For the purposes of this analysis, the proposed development traffic was <br />distributed to site accesses based on the proposed site layout, particularly the location and size of <br />development buildings in relation to the proposed site accesses as well as the anticipated site circulation. <br />Scenario 1, 2, 3, & 4 have different trip assignments to the site accesses.