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December 30, 2019 NorthPoint Development Trip Generation Study 5 While large cross dock buildings are large in size, their associated trip generation was significantly smaller than the rear loading dock buildings or the majority of the comparative ITE land uses as displayed in Table 3 Below. Overall, large cross dock facilities generate similar Peak Hour trip generation rates to Land Use 154 with fewer total trips during a weekday. Raw data is contained in Appendix III. Table 3: Trip Generation Rate - Large Cross Dock Buildings Weighted Average Rate (1000 Sq. Ft.) Equation R^2 Weekday Land Use 130 3.37 Ln(T) = 0.52 Ln(X) +4.45 0.58 Land Use 140 3.93 T = 3.16(X) + 160.04 0.82 Land Use 150 1.74 T = 1.58(X) + 45.54 0.93 Land Use 154 1.4 Not Provided Not Provided Large Cross Dock .961 Not Provided Not Provided AM Peak Hour Adj. St. Land Use 130 0.4 Not Provided Not Provided Land Use 140 0.62 Not Provided Not Provided Land Use 150 0.17 T = 0.12(X) + 25.32 0.69 Land Use 154 0.08 Not Provided Not Provided Large Cross Dock .08 Not Provided Not Provided PM Peak Hour Adj. St. Land Use 130 0.4 Not Provided Not Provided Land Use 140 0.67 Not Provided Not Provided Land Use 150 0.19 T = 0.12(X) + 27.82 0.65 Land Use 154 0.1 Not Provided Not Provided Large Cross Dock .11 T = 0.7336x - 474.02 .50 AM Peak Hour Generator Land Use 130 0.41 Not Provided Not Provided Land Use 140 .81 T = 0.61(X) + 34.25 .80 Land Use 150 .85 T = 0.11(X) + 30.07 .85 Land Use 154 .12 Not Provided Not Provided Large Cross Dock .08 Not Provided Not Provided PM Peak Hour Generator Land Use 130 0.40 Not Provided Not Provided Land Use 140 .79 T = 0.62(X) + 29.00 .76 Land Use 150 .24 T = 0.15(X) + 22.52 .91 Land Use 154 .16 Not Provided Not Provided Large Cross Dock 0.17 Not Provided Not Provided