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Appendix E- Traffic Impact Assessment · MCU23/0135
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10 October 2023
SLR Project No.: 620.V30926
Stockwell Development Group Pty Ltd SLR Ref No.: 620.30926-R01-v1.0 Noosa Civic
Noosa Civic Shopping Centre Stage 2 Retail TIA 20231010.docx
Table 14 Trip Rates and Calculated Trips for Noosa Business Centre Surrounding
Developments
Weekday PM Peak Saturday Midday Peak
Lot Land Use Units Trips Trips
Trip Rates Trip Rates
Generated Generated
2 Bulky Goods 5.94 220 10.4 385
Retail 365 607
Trips/ 100
Commercial 1.9 65 0.1 3
3, 7 m2 GFA
Gymnasium 3.6 54 3.6 54
Residential 0.65 55 0.65 55
Trips/
4 Childcare 0.63 59 0 0
child
5, 6 2.4 88 0.1 4
Business Park Trips/ 100
8, 9 2.4 123 0.1 5
m2 GFA
10-16 Innovation Area 2.4 414 0.1 17
17-19 Residential Trip/ unit 0.65 59 0.65 59
Trips/ 100
21 Business Park 2.4 73 0.1 3
m2 GFA
Trips/ 100
22 Medical Centre 5.1 112 2.9 62
m2 GFA
The Noosa Business Centre surrounding development traffic has been assigned to the road
network using the same assignment assumptions as for the Lot 1 Shopping Centre
development, see Section 8.6.2. The resulting trip assignment for the committed
developments are shown in the traffic flow diagrams in Appendix C.
8.6 Proposed Development
8.6.1 Trip Generation
8.6.1.1 Retail (Shopping Centre) Use New Trips
The existing shopping centre generated trips, as identified in Table 12 can be summarised as
follows:
1,577 trips during the Thursday evening peak hour at a rate of 4.98 trips per 100 sqm.
2,223 trips during the Saturday morning peak hour at a rare if 7.02 trips per 100 sqm.
Note that the traffic generation of a retail centre does not linearly increase as the Gross Floor
Area (GFA) increases. As the total GFA increases, the serviced catchment area remains the
same, therefore the traffic generation rate of the centre is limited and decreases as the GFA
of the centre increases.
To account for this phenomenon, SLR has adopted the traffic generation rate decay profile
outlined in the Pre-Construction Process Manual prepared by Transport of Main Roads (TMR).
The adopted decay curves, adjusted to the existing traffic volumes and trip rates are illustrated
on Figure 7. The standard decay curve values and the adjusted trip rates representing the
Noosa Shopping Centre decay curve are tabulated in Appendix D. The ITE Decay Curve for
the weekday PM Peak Trip Rate curve was adjusted by -2.50 and the Saturday Midday Peak
Trip Rate Curve was adjusted by -1.71.
The development of the adjacent site, Lot 3, will function as part of the same shopping centre,
as the two developments will be connected by an internal pedestrian pathway. Therefore, the
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