07/1841 - Response to Information Request [As Published] · 132007.1841

 

and therefore the trips from the conference / meeting facility and gymnasium have
not been considered in the assessment.

Table 3.2 — Trip Generation Rates

Student 0.2 02
100m? GFA 0.72 0.9
100m? GFA 0.72 0.9
100m? GFA 0.72 0.9
100m? GFA 0.72 09
100m? GFA 0.72 0.9
100m? GFA 0.72 0.9
100m? GFA 0.72 0.9
1001? GFA 0.72 0.9
100m? GFA 0.72 0.9
100n? GFA 0.72 0.9

1
2
3
4
5
6
3
8
9

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=j4
aris

 

The resultant trips generated by the proposed development have been shown in
the Table 3.3.

Table 3.3 — Trip Generation

2 9 54
FE 2 9 54

H 1 Z

1 8 6 4 7 36 72
6 2 8 9 47 95

otal 15 75 18 4 92 427 854

Note: - it has been assumed that 8% of the daily traffic would be trip generation
rate for morning peak hour

 

For Education Training Centre and light industry land uses, the typical morning
peak hour arrival and departure ratio is 80% and 20%. !n the evening peak hour
the ratio is 20% arrival and 80% departure. A departure and arrival ratio of
50%:50% has been adopted for day trip.

The subject site was previously designated for employment use. The Burchill VDM
Report 4622-2 "Response to Information Request Noosa Corporate Offices — Lot
2, Eenie Creek Road, Noosaville, Queensland (September 2007)” has adopted a
traffic generation rate of 2 trips/100 m? for the previous use. On this basis 228
trips would have been generated during the evening peak hour. However, only 92
trips will be generated during evening peak hour based on the present use for the
proposed development, which is 136 trips less than the previously calculation.

3.4 TRIP DISTRIBUTION & ASSIGNMENT

 

4686-1

January 2008 VnmM BURCHILL VDM