Traffic Impact Assessment

        be 45 trips (24 in and 21 out) in the weekday morning peak hour and 47 trips (22 in and 25 out)
        in the weekday afternoon peak hour.

        Table 4.1:            MORNING PEAK HOUR TRAFFIC GENERATION
                                                         VEHICLE              % BY              IN:OUT    IN:OUT
         USE                            SCALE                                             VTE
                                                     OCCUPANCY                 CAR              SPLIT       VPH
         Existing Enrolments              285                 1.7              77%        181   50 : 50    91 : 90
         Proposed Capacity                350                 1.7              77%        222   50 : 50   111 : 111
         Student Increase                  65                 1.7              77%        41    50 : 50    20 : 21
         Existing FTE Staff                32                 1.1              97%        20    0 : 100    20 : 0
         Proposed FTE Staff                38                 1.1              97%        24    0 : 100    24 : 0
         FTE Staff Increase                 6                 1.1              97%         4    0 : 100     4:0
         Net Increase                      71                                             45               24 : 21

        Table 4.2:            AFTERNOON PEAK HOUR TRAFFIC GENERATION
                                                      VEHICLE                 % BY              IN:OUT    IN:OUT
         USE                            SCALE                                             VTE
                                                     OCCUPANCY                CAR                SPLIT     VPH
         Existing Enrolments              285                 1.7              79%        185   50 : 50    92 : 93
         Proposed Capacity                350                 1.7              79%        228   50 : 50   114 : 114
         Student Increase                  65                 1.7              79%        43    50 : 50    22 : 21
         Existing FTE Staff                32                 1.1              97%        20    0 : 100    0 : 20
         Proposed FTE Staff                38                 1.1              97%        24    0 : 100    0 : 24
         FTE Staff Increase                 6                 1.1              97%         4    0 : 100     0:4
         Net Increase                      71                                             47               22 : 25


4.3     Directional Distribution

        The distribution of development-related traffic on the surrounding road network has been estimated
        based on the directional splits inherent in the traffic count surveys. The resulting distribution of
        development generated traffic is shown in Figure 4.1 for the weekday morning and afternoon peak
        hours.




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