Attachment 4- Traffic Impact Assessment

                                                                                     21 November 2023
                                                                            SLR Project No.: 620.V30926
Stockwell Development Group Pty Ltd                          SLR Ref No.: 620.V30926-R01 VMU TIA v1.0
Noosa Village Mixed Use Development                                                      20231121.docx


SLR have considered the guidance provided within Austroads and have applied it to the
context of the Noosa Civic development. Considering that the analysis extents only cover the
local road network, the assessment undertaken herein only considers the undiverted drop-in
trips. Diverted drop-in trips have been assumed to occur on the wider road network and
therefore, would appear within the local road network as new trips. The adopted drop-in trip
rates are further summarised in Table 21.

Table 21 Retail (Shopping Centre) Use Drop-in Trips
                     Cumulative                                                 Adopted Adopted
                      Yield m2        Trip Segmentation According to
      Location                                                                   New    Drop-in
                                             Development Size                            Rate
                       (GLA)                                                     Trips
    Existing
 Shopping Centre        20,880              N/A                   N/A              N/A         N/A
     – Lot 1
                                                             63% new trips.
                                                           18% diverted drop-
  Future Retail –
                        28,380          >20,000m2                in trips.         81%         19%
      Lot 3
                                                            19% undiverted
                                                              drop-in trips.


8.5        Trip Distribution
New trips to the proposed development have been distributed to the surrounding road network
based on economic data provided by Stockwell. Table 22 presents the distribution
percentages provided and adopted within the operational assessment conducted herein.
Subsequent tables provide the distribution assumptions adopted for the surrounding
developments.

Table 22 VMU Development – Trip Distribution
                                                                                        Provided
         Direction                                Description
                                                                                       Percentages
                            To/from the north utilising Hofmann Drive to
North (Hofmann Drive)
                            access/egress the site.
                                                                                            20%

                            To/from the north, utilising Walter Hay Drive to
North (Walter Hay Drive)
                            access/egress the site.
                                                                                            55%

                            To/from the south utilising Walter Hay Drive to
South (Walter Hay Drive)                                                                    25%
                            access/egress the site.
Total                                                                                      100%




                                                  31