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December 30, 2019 NorthPoint Development Trip Generation Study 9 5) TRIP GENERATION RATES (EMPLOYEES AS INDEPENDENT VARIABLE) Similar analysis to the what was performed in section 4 of this report was performed for the previously discussed building types with the number of employees as the independent variable. The trip generation rates for rear loading dock buildings is shown in Table 7 below and the raw data is contained in Appendix II. Table 7: Trip Generation Rate - Rear Loading Dock Buildings Employees Equation R^2 Weekday Land Use 130 2.91 Ln(T) = 0.68 Ln(X) + 3.34 0.81 Land Use 140 2.47 Ln(T) = 0.89 Ln(X) + 1.69 .95 Land Use 150 5.05 Ln(T) = 0.82 Ln(X) + 2.33 .88 Land Use 154 Not Provided Not Provided Not Provided Rear Loading Dock 17.1 Not Provided Not Provided AM Peak Hour Adj. St. Land Use 130 0.44 Ln(T) = 0.82 Ln(X) + 0.39 .87 Land Use 140 .37 T = 0.26(X) + 32.97 .79 Land Use 150 .61 T = 0.52(X) + 4.93 .91 Land Use 154 Not Provided Not Provided Not Provided Rear Loading Dock .77 T = 1.6882x + 0.8087 .54 PM Peak Hour Adj. St. Land Use 130 0.42 Ln(T) = 0.74 Ln(X) + 0.93 .90 Land Use 140 .33 T = 0.19(X) + 41.22 .88 Land Use 150 .66 T = 0.52(X) + 4.93 .74 Land Use 154 Not Provided Not Provided Not Provided Rear Loading Dock 1.36 T = 1.3944x .43 AM Peak Hour Generator Land Use 130 .42 Ln(T) = 0.83 Ln(X) + 0.36 0.90 Land Use 140 .43 = 0.33(X) + 39.35 .94 Land Use 150 .68 Ln(T) = 0.67 Ln(X) + 0.99 .87 Land Use 154 Not Provided Not Provided Not Provided Rear Loading Dock 2.27 T = 1.4671x + 27.806 .41 PM Peak Hour Generator Land Use 130 .42 Ln(T) = 0.75 Ln(X) + 0.90 .89 Land Use 140 .45 T = 0.38(X) + 24.71 .94 Land Use 150 .68 Ln(T) = 0.79 Ln(X) + 0.49 .80 Land Use 154 Not Provided Not Provided Not Provided Rear Loading Dock .31 Not Provided Not Provided