Rpt-Proposed Lots 17 - 19, 28 Eenie Creek Rd, Noosaville_FINAL_

Assessment Team Comments                                         Applicant Response
reasonable to provide some car parking for visitors at The development proposes additional car spaces to
a rate of 1 space per 4 dwelling units.                what is prescribed in the Acceptable Outcome. An
                                                       additional 27 resident spaces are proposed. In
                                                       addition, 8 visitor car parking spaces are required.
                                                       The proposed car parking spaces are considered
                                                       sufficient to cater for the expected parking demand for
                                                       the development. Further details are provided in
                                                       Section 8.5 and in the Traffic Engineering Report
                                                       prepared by TTM (Appendix K).

Traffic, Access and Servicing
Council required further detail around vehicles           A Traffic Impact Assessment has been prepared by
entering and exiting the site, this includes both private TTM and included as Appendix K to this report. The
vehicles as well as heavy vehicles which are              traffic reporting, concludes the following:
proposed to service the site. Council require the
submission of vehicle and swept paths to support the • Vehicle access and egress is proposed via a
proposal.                                                      6.2m wide Type B driveway crossover to
                                                               Hofmann Drive;
A traffic report prepared by a suitably qualified person • Swept Paths have been incorporated to the traffic
is required.                                                   engineering reporting, demonstrating that
                                                               appropriate servicing and the abovementioned
                                                               vehicle can appropriately service the site and exit
                                                               in a forward gear;
                                                          • The proposed service vehicle arrangements are
                                                               considered adequate to meet the demands of the
                                                               proposed development.
                                                                 Please refer to Appendix K for the full traffic report
                                                                 prepared by TTM.

Stormwater Quality and Management

Stormwater collection and treatment has to been     Stormwater quantity and quality is proposed to be
indicated the proposed plans. Any application will  managed on-site via on-site detention / bio-retention
require the submission of site specific stormwater  basins and grassed swale drains (as a supplementary
management plan prepared by a RPEQ                  method to improve water quality across the site).
demonstrating a functional stormwater system can be
provided which achieves the desired outcomes for    The proposed primary lawful point of discharge for the
both water quality and quantity.                    development is to the open drainage channel
                                                    (Covenant J) to the east of the site, in accordance
                                                    with the requirements of the existing ROL Permit
                                                    (Court Order: 765 of 2020). A small portion of the
                                                    development catchment will discharge to the kerb and
                                                    channel in Hofmann Drive, which in turn discharges
                                                    via gully pits to the eastern drainage channel adjacent
                                                    to the east of the site.
                                                                 All of the on-site stormwater management systems
                                                                 have been clearly identified on the proposed plans.
                                                                 Please refer to Appendix J providing a copy of the
                                                                 Proposed Architectural Plans prepared by Mode
                                                                 Design.
                                                                 Additionally, a Site Based Stormwater Management
                                                                 Plan (‘SBSMP’) has been prepared by ADG
                                                                 Engineers and provided within Appendix J to this
                                                                 report. The SBSMP concludes that the proposed
                                                                 development achieves all of the relevant Stormwater
                                                                 quantity and quality objectives outlined in the relevant
                                                                 policies and standards.




URBIS
RPT-PROPOSED LOTS 17 - 19, 28 EENIE CREEK RD, NOOSAVILLE_FINAL                                PRE-LODGEMENT DISCUSSIONS   13