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4.2. TRIP GENERATION <br />Proposed development traffic was determined based on data from the Institute of Transportation Engineers' <br />Trip Generation Manual, III Edition. The manual provides peak hour trips rates/equations, inbound - <br />outbound percentages that can be attributed to the proposed site. <br />The site is anticipated to see partial buildout by the studied Opening Year (2030). It is estimated that <br />approximately 650 single family detached residential units, 350 attached residential units, 90 multifamily <br />(low-rise residential units) and 30kSF of retail space would be completed by the studied Opening Year. <br />The anticipated trip generation for the Opening Year (2030) Scenario 1 conditions is shown below in Table <br />4-1. The development is expected to generate 12,047 daily trips, including 788 trips during the AM peak <br />hour (216 entering and 572 exiting) and 1,142 during the PM peak hour (697 entering and 444 exiting). <br />Table 4-1: <br />Proposed Opening <br />Year <br />(2030) <br />Trip Generation <br />Intensity <br />AM <br />Peak Hour <br />PM <br />Peak Hour <br />Land Use Description <br />Daily <br />Out <br />•, <br />Out <br />•, <br />LUC 210 - Single -Family <br />650 Units <br />6,130 <br />114 <br />341 <br />455 <br />385 <br />226 <br />611 <br />Detached Housing <br />LUC 215 - Single -Family <br />350 Units <br />3,301 <br />61 <br />184 <br />245 <br />207 <br />122 <br />329 <br />Attached Housing <br />LUC 220 - Multifamily Low <br />90 Units <br />607 <br />9 <br />27 <br />36 <br />29 <br />17 <br />46 <br />Rise Residential <br />LUC 821 - Shopping Plaza <br />30 kSF <br />2,010 <br />32 <br />20 <br />52 <br />76 <br />79 <br />156 <br />Total Site Trips (Opening Year) <br />12,047 <br />216 <br />572 <br />788 <br />697 <br />444 <br />1,142 <br />The same ITE Land Use Codes were utilized to estimate the trip generation potential of the site at full <br />buildout. Internal capture rates from ITE were reviewed, but with the majority of the site's trips expected to <br />be traveling to/from residential land uses, few multi -use trips are anticipated. Therefore, no multi -use <br />reduction was applied. <br />A summary of trip generation for the proposed Scenario 1 development at buildout is provided in Table 4-1. <br />Based on the trip generation calculation, the proposed Scenario 1 development is anticipated to generate <br />31,516 daily trips, including 1,992 total trips during the AM Peak Hour (532 entering and 1,460 exiting), and <br />2,769 total trips during the PM Peak Hour (1,687 entering, 1,082 exiting). <br />Northwest Main - Lino Lakes, MN <br />Traffic Impact Analysis I June 2025 <br />Page 167 of 617 <br />