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Single Family <br />(448 units) (2025 1/3 build) <br />Multifamily Housing <br />(89 units) (2025 1/3 build) <br />Commercial <br />(0 KSF) (not built yet) <br />TOTALS (2025 - 1/3 Build) <br />Single Family <br />(1,342 units) (2040 Full build) <br />Multifamily Housing <br />(267 units) (2040 Full build) <br />Commercial <br />(58.2 KSF) (2040 Full build) <br />TOTALS (2040 - Full build) <br />Table 3 — Preferred Land Use Designation — New Trip Generation <br />Land Use Daily AM Peak Hour PM Peak Hour <br />Code Description & Size In Out In Out In Out <br />210 - ITE <br />220 - ITE <br />820 - ITE <br />210 - ITE <br />220 - ITE <br />820 - ITE <br />2,115 2,115 83 249 279 164 <br />326 326 9 32 31 18 <br />0 0 0 0 0 0 <br />2,441 2,441 92 281 310 182 <br />6,334 6,334 248 745 837 492 <br />977 977 28 95 94 55 <br />1,099 1,099 34 21 106 115 <br />8,410 8,410 310 861 1,037 662 <br />As the Preferred Land Use Designation is expected to generate slightly less traffic <br />than the current 2030 Future Land Use Designation, only the Preferred Land Use is <br />carried forward though the full forecasts and analyses. The 2030 Future Land Use <br />with higher traffic could have additional impacts to the roadway system. However, <br />since it is not a proposed plan, there is no reason to determine those added impacts. <br />A trip distribution pattern was developed for the generated traffic going to and from <br />the proposed development. This pattern is based on the existing traffic volumes, site <br />access, competing land uses, and access to the regional transportation system and <br />was used in the 2025 future models. The general trip distribution pattern for this <br />study is: <br />i. 20% of the generated traffic to/from the west on 141 Avenue, TH 81, and <br />Interstate 94. <br />ii. 29% of the generated traffic to/from the north on TH 101, Dayton River Road, <br />and TH 169. <br />iii. 28% of the generated traffic to/from the east/southeast on TH 81, TH 169, <br />and Dayton River Road. <br />iv. 23% percent of the generated traffic to/from the south on Brockton Lane and <br />Interstate 94. <br />Traffic generated by the site development was assigned to the area roadways per <br />this distribution pattern. A detailed presentation of the trip distribution can be seen <br />in the Appendix. <br />A second trip distribution was created assuming upgraded roadway configurations <br />for the year 2040 which is discussed in 2040 Planned Roadway Network. <br />Traffic Impact Study 6 <br />North Dayton Development <br />CONSULTING <br />