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Appendix D: Trip Generation Tables <br /> emCONSULTING Table 131 <br /> ENGINEERING TRAFFIC FORWARD Forecasted Trip Generation <br /> Weekday Daily Volumes <br /> LAND USE ITE DEVELOPMENT QUANTITY DAILY ENTER EXIT NEW TRIPS <br /> CODE# UNITS RATE PERCENT PERCENT ENTER I EXIT <br /> Single Family Home 210 Units 246.0 9.52 50% 50% 1,171 1,171 <br /> Townhomes 230 Units 98.0 1 5.81 50% 50% 285 285 <br /> Total 1,456 1,456 <br /> AM Peak Volumes <br /> LAND USE ITE DEVELOPMENT PEAK ENTER EXIT NEW TRIPS <br /> CODE# UNITS QUANTITY RATE PERCENT PERCENT ENTER I EXIT <br /> Single Family Home 210 Units 246.0 0.75 25% 75% 46 138 <br /> Townhomes 230 Units 98.0 0.44 17% 83% 7 36 <br /> Total 53 174 <br /> PM Peak Volumes <br /> LAND USE ITE DEVELOPMENT QUANTITY PEAK ENTER EXIT NEW TRIPS <br /> CODE# UNITS RATE PERCENT PERCENT ENTER I EXIT <br /> Single Family Home 210 Units 246.0 1.00 63% 37% 155 91 <br /> Townhomes 230 Units 98.0 0.52 67% 33% 34 17 <br /> Total 189 108 <br /> NOTES: <br /> 1. All trip generation rates based on "Trip Generation", Institute of Transportation Engineers,9th Edition <br /> unless otherwise noted. <br /> 2. A.M.Trip Generation is for the peak hour of adjacent street traffic(one hour between 7 and 9 a.m.). <br /> 3. P.M.Trip Generation is for the peak hour of adjacent street traffic(one hour between 4 and 6 p.m.). <br /> Traffic Impact Study D1 Spack Consulting <br /> Pearson Farm Residential Development <br />