response to information request.pdf

9.    Submit a revised sewer plan that includes a connection from the bin storage area
      into the sewer network in accordance with the requirements of the Noosa
      Council Waste Management Plan.

10.   Submit an assessment of the site layout and access arrangements undertaken
      by an RPEQ experienced in traffic engineering, demonstrating that the proposed
      arrangements are satisfactory, and addressing as a minimum the following
      items:
      a. Provision of a site layout plan at a standard scale (1:200 or 1:250).
      b. Preparation of a concept plan demonstrating satisfactory extension of the
      existing raised central median in Eumundi Noosa Road so that the access
      driveway is suitably restricted to left turns only.
      c. Configuration of the site access driveway and queuing provisions.
      d. A Refuse strategy for the site. This is to be in accordance with the Waste
      Management Code and the PSP9 Waste Management. This is to include
      demonstration of the swept path of the refuse collection vehicle (which is larger
      than the 8.8m long vehicle shown on the plans) entering the site, moving within
      the site to collect all bins, and then departing the site, using appropriate vehicle
      clearance envelopes, and without the vehicle impacting the second levels of the
      townhouses that partly overhang the ground level driveway, and with the vehicle
      passing a car in each direction clear of the overhanging second level. The refuse
      management proposal is to be clarified, particularly in relation to how the 240
      litre bins are to be collected, and why there are also 1100 litre bins proposed,
      and also taking account of Council’s policy of a 60m maximum distance for
      moving wheelie bins between the storage location and the collection point.
      e. Grading for the internal roadways and parking areas, demonstrating that it
      will be possible to comply with the requirements of AS/NZS 2890.1-2004.
      f. Compliance of the layout with the requirements of AS/NZS 2890.1-2004,
      including appropriate vehicle clearance envelopes on any supporting swept path
      analysis. This is to include consideration of the location of supporting structure
      for the carports, the appropriateness of the proposed absence of kerb returns
      accessing the two north-south aisles, and vehicle manoeuvring for TH9 and
      TH11 garages.
      g. Pedestrian access and routes within the site.

11.   Provide a Stormwater Management Plan (SWMP) Report, which addresses all
      requirements of the Water Quality and Drainage Code and which is supported by
      both MUSIC and applicable hydrologic modelling. In addition, the SWMP is
      requested to address the following:
      a. Provide preliminary drainage design for all components of the proposed
      drainage network and specifically show that adequate fall is available for these
      components to connect to the trunk drainage network and function in
      accordance with the modelling assumptions;
      b. Provide survey of the trunk drainage network, showing alignment, sizes and
      levels, from the site connection point up to Headland Drive;
      c. Demonstrate that Lawful Point(s) of Discharge are able to be achieved from
      the site. Supporting modelling and analysis is to:
          i.      Utilise a hydrologic model and be undertaken using the ensemble
                  storms approach of ARR2019;
          ii.     Accurately account for the capacity of the downstream trunk
                  drainage network. Where the capacity of the trunk network is
                  exceeded, the application will need to demonstrate that the extent
                  and duration of inundation of downstream properties is not
                  increased ;
          iii.    Be undertaken generally in accordance with the procedures
                  documented in QUDM Section 5.6.2;
          iv.     Demonstrates no increase in peak flows for all events up to and
                  including the 1%AEP climate change event, for the range of durations
                  applicable to the downstream land ;
          v.      Accurately represent the site catchment areas and the position and
                  catchment of each detention storage within the site;
          vi.     Accurately represent any areas of the developed site which bypass
                  the detention storage(s);

                                                                            Page 5 of 6


[OCR of page images]
10.

11.

Submit a revised sewer plan that includes a connection from the bin storage area
into the sewer network in accordance with the requirements of the Noosa
Council Waste Management Plan.

Submit an assessment of the site layout and access arrangements undertaken
by an RPEQ experienced in traffic engineering, demonstrating that the proposed
arrangements are satisfactory, and addressing as a minimum the following
items:

a. Provision of a site layout plan at a standard scale (1:200 or 1:250).

b. Preparation of a concept plan demonstrating satisfactory extension of the
existing raised central median in Eumundi Noosa Road so that the access
driveway is suitably restricted to left turns only.

c. Configuration of the site access driveway and queuing provisions.

d. A Refuse strategy for the site. This is to be in accordance with the Waste
Management Code and the PSP9 Waste Management. This is to include
demonstration of the swept path of the refuse collection vehicle (which is larger
than the 8.8m long vehicle shown on the plans) entering the site, moving within
the site to collect all bins, and then departing the site, using appropriate vehicle
clearance envelopes, and without the vehicle impacting the second levels of the
townhouses that partly overhang the ground level driveway, and with the vehicle
passing a car in each direction clear of the overhanging second level. The refuse
management proposal is to be clarified, particularly in relation to how the 240
litre bins are to be collected, and why there are also 1100 litre bins proposed,
and also taking account of Council’s policy of a 60m maximum distance for
moving wheelie bins between the storage location and the collection point.

e. Grading for the internal roadways and parking areas, demonstrating that it
will be possible to comply with the requirements of AS/NZS 2890. 1-2004.

f. Compliance of the layout with the requirements of AS/NZS 2890.1-2004,
including appropriate vehicle clearance envelopes on any supporting swept path
analysis. This is to include consideration of the location of supporting structure
for the carports, the appropriateness of the proposed absence of kerb returns
accessing the two north-south aisles, and vehicle manoeuvring for TH9 and
TH11 garages.

g. Pedestrian access and routes within the site.

Provide a Stormwater Management Plan (SWMP) Report, which addresses all
requirements of the Water Quality and Drainage Code and which is supported by
both MUSIC and applicable hydrologic modelling. In addition, the SWMP is
requested to address the following:

a. Provide preliminary drainage design for all components of the proposed
drainage network and specifically show that adequate fall is available for these
components to connect to the trunk drainage network and function in
accordance with the modelling assumptions;

b. Provide survey of the trunk drainage network, showing alignment, sizes and
levels, from the site connection point up to Headland Drive;

c. Demonstrate that Lawful Point(s) of Discharge are able to be achieved from
the site. Supporting modelling and analysis is to:

i. Utilise a hydrologic model and be undertaken using the ensemble
storms approach of ARR2019;
ii. Accurately account for the capacity of the downstream trunk

drainage network. Where the capacity of the trunk network is
exceeded, the application will need to demonstrate that the extent
and duration of inundation of downstream properties is not

increased ;

iii. Be undertaken generally in accordance with the procedures
documented in QUDM Section 5.6.2;

iv. Demonstrates no increase in peak flows for all events up to and

including the 1%AEP climate change event, for the range of durations
applicable to the downstream land ;

v. Accurately represent the site catchment areas and the position and
catchment of each detention storage within the site;
vi. Accurately represent any areas of the developed site which bypass

the detention storage(s);

Page 5 of 6