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Mr. Mike Harrah Caribou Industries, Inc. March 9, 2020 Page 4 of 6 13141-04 TG Letter TABLE 4: PROPOSED PROJECT TRIP GENERATION SUMMARY PROJECT TRIP GENERATION COMPARISON As shown in Table 5, the development of the proposed Project is anticipated to generate 3,660 fewer trip-ends per day with 483 fewer AM and 494 fewer PM peak hour trips as compared to the currently approved Project. This equates to a 65% reduction during the AM, and 60% reduction during the PM peak hours and a 55% reduction to daily trip-ends. TABLE 5: TRIP GENERATION COMPARISON Land Use Quantity Units1 In Out Total In Out Total Daily Multifamily Housing (High-Rise) (Tower)402 DU 34 55 89 54 39 93 868 Office (Tower)253.728 TSF 109 18 127 17 92 109 1,092 Office (Rehabilitated Structures)9.803 TSF 10 2 12 2 9 11 96 Shopping Center (Tower & Garage)8.525 TSF 5 3 8 16 17 33 322 0 0 0 -5 -5 -10 -110 5 3 8 11 12 23 212 Quality Restaurant (Tower)15.915 TSF 6 6 12 83 41 124 1,334 0 0 0 -18 -18 -36 -588 6 6 12 65 23 88 746 High Turnover (Sit-Down) Restaurant (Rehabilitated Structures)2.681 TSF 15 12 27 16 10 26 302 0 0 0 -4 -4 -8 -130 15 12 27 12 6 18 172 -9 -5 -14 -8 -9 -17 -160 170 91 261 153 172 325 3,026 1 DU = dwelling units; TSF = thousand square feet AM Peak Hour PM Peak Hour Proposed Project Total Pass-by Reduction (PM/Daily: 44%): Pass-by Reduction (PM/Daily: 43%): High Turnover (Sit-Down) Restaurant Total: Quality Restaurant Total: Pass-by Reduction (PM/Daily: 34%): Shopping Center Total: Transit Mode Share Reduction (5%): Project In Out Total In Out Total Daily Currently Approved1 637 107 744 211 609 819 6,686 Proposed Project 2 170 91 261 153 172 325 3,026 Variance -467 -16 -483 -58 -437 -494 -3,660 1 Trip generation based on the currently approved Project per the 2002 Traffic Study (see Table 2). 2 Proposed Project trip generation (see Table 4). AM Peak Hour PM Peak Hour 5 - 258