SUPERCEDED Decision Notice - Approved by Delegation of Authority MCU23 0094, OPW23 0113 & RAL23 0014 [As Published] · MCU23/0094

                      d.       dimensions, crossfalls and gradients in accordance with Australian Standard AS2890:
                               Parking Facilities.
               40.    All car parking areas and access driveways must be maintained exclusively for vehicle
                      parking and manoeuvring and kept in a tidy and safe condition at all times.
                      Pedestrian and Bicycle Facilities
               41.    Pedestrian and bicycle facilities must be provided for the development. The works must be
                      undertaken in accordance with an Operational Works approval and must include in particular:
                      a.       a 3 metre wide footpath within the road verge for the entire length of the site’s frontage
                               to Eumundi Noosa Road;
                      b.       the resealing of the existing asphalt path fronting the development.
                      Condition 41 is imposed pursuant to s128 of the Planning Act 2016 being necessary trunk
                      infrastructure identified by Council’s LGIP to service the development.
                      Stormwater Drainage
               42.    The site must be provided with a stormwater drainage system connecting to a lawful point of
                      discharge. The works must be undertaken in accordance with an Operational Works approval
                      and the Queensland Urban Drainage Manual.
                      Condition 42 is imposed pursuant to s145 of the Planning Act 2016 being non-trunk
                      infrastructure.
                      Stormwater Quality Management
               43.    A stormwater quality treatment system must be provided for the development. The works
                      must be undertaken in accordance with an Operational Works approval and the Bioretention
                      Technical Design Guidelines (Water by Design, 2014), and must include in particular:
                         (a)      stormwater quality treatment devices of a size and location generally in
                                  accordance with those shown in the approved plans listed in this Decision Notice
                         (b)      bioretention devices which:
                                  (i)     are designed generally in accordance with IPWEAQ Standard Drawing
                                          No.s DS-073, DS-075 and DS-076
                                  (ii)    are provided with a free-draining outlet from the sub-soil drainage system
               44.    The development shall be provided with approved permanent signage to educate the
                      residents on the function of the bioretention basin. The wording for the signage for each
                      bioretention basin is to include: “BIORETENTION BASIN - This bioretention basin reduces
                      the pollution of our waterways by reducing the amount of heavy metals, litter, suspended
                      solids, and nutrients discharged to the Noosa River”.
               45.    All stormwater quality treatment devices must be maintained in accordance with the Water
                      by Design (2009) Maintaining Vegetated Stormwater Assets (Version 1). The approved
                      Operational Works drawings for the stormwater quality treatment system and detailed life
                      cycle costing of the system must be attached as an addendum to this document. Records of
                      all maintenance activities undertaken must be kept and made available to Council upon
                      request.
                      Roofwater Capture and Reuse
               46.    In conjunction with the development application for Building Works, the hydraulic design of
                      the roofwater drainage system for buildings 2, 3, 4, 5, 6 and 7 is to be piped to the roofwater
                      storage tanks nominated on drawing 33132-SW1.1 Rev C by SCG Consulting. The roofwater
                      system is to be designed to convey the 1%AEP event of critical duration, with a 20% increase
                      in rainfall intensity to account for future climate change.




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Document Set ID: 22759072
Version: 6, Version Date: 11/01/2024