Traffic Report

West Essex Highlands Residential Development Estimated Site Trip Generation Land Use Code 221 – Multifamily Housing (Mid-Rise) - 683 Units Relationship Vehicle Trips Time Avg. Std. SD/ T = total vehicle trips 2 Period R Rate Dev. AR Total Ent. Exit x = Dwelling Units AM Peak Ln(T) = 0.98 Ln(X) – 0.98 Hour of ** 0.67 0.36 0.19 0.53 246 64 182 Adj. St. Entering = 26%, Exiting = 74% Traffic PM Peak Ln(T) = 0.96 Ln(X) – 0.63 Hour of ** 0.72 0.44 0.19 0.43 301 184 117 Adj. St. Entering = 61%, Exiting = 39% Traffic Typical T= 5.50(X) - 5.50 - - 3,758 1,879 1,879 Day Entering = 50%, Exiting = 50% * The Regression Equation was used to determine vehicle trips ** The Average Rate was used to determine vehicle trips West Essex Highlands Residential Development Estimated Site Trip Generation Bayowski Road Extension Land Use Code 221 – Multifamily Housing (Mid-Rise) - 76 Units Relationship Vehicle Trips Time Avg. Std. SD/ T = total vehicle trips Period R2 Rate Dev. AR Total Ent. Exit x = Dwelling Units AM Peak Hour of Ln(T) = 0.98 Ln(X) – 0.98 ** 0.67 0.36 0.19 0.53 27 7 20 Adj. St. Entering = 26%, Exiting = 74% Traffic PM Peak Hour of Ln(T) = 0.96 Ln(X) – 0.63

0.67 0.36 0.19 0.53 27 7 20 Adj. St. Entering = 26%, Exiting = 74% Traffic PM Peak Hour of Ln(T) = 0.96 Ln(X) – 0.63 ** 0.72 0.44 0.19 0.43 33 20 13 Adj. St. Entering = 61%, Exiting = 39% Traffic Typical T= 5.50(X) - 5.50 - - 418 209 209 Day Entering = 50%, Exiting = 50% * The Regression Equation was used to determine vehicle trips ** The Average Rate was used to determine vehicle trips 10