Negotiated Decision Notice MCU22 0051

                      c.      Bioretention devices which:
                              i.       Are designed generally in accordance with IPWEAQ Standard Drawing No. DS-
                                       073.
                              ii.      Are provided with a free-draining outlet from the sub-soil drainage system.
                      d.      Incorporation of a primary stormwater quality treatment system for the effective
                              removal of gross pollutants.
               32.    Permanent educational signage must be erected to educate the customers to the
                      development about the function of the bioretention device(s). The dimensions, standard,
                      presentation and location of the educational signage must be in accordance with an
                      Operational Works approval.
               33.    All vegetated stormwater quality treatment devices must be maintained in accordance with
                      the Water by Design (2009) Maintaining Vegetated Stormwater Assets (Version 1) and
                      primary treatment devices maintained in accordance with the manufacturer’s
                      recommendations. 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 and kept on site by the operator of the development. Records
                      of all maintenance activities undertaken must be kept and made available to Council upon
                      request.
               EASEMENTS
               34.    Unless otherwise agreed in writing by the relevant service provider, any public or third party
                      infrastructure located on the subject site must be placed within an easement registered
                      against the title of the property.
               35.    All easements must be designed in accordance with the planning scheme and granted at no
                      cost to the Grantee. Where the Grantee is Council or a service authority, the easement
                      documentation must be in accordance with the Grantee’s standard easement terms. Draft
                      easement documentation must be submitted to Council for endorsement.
               36.    All works must be kept clear of any existing or proposed easements on the subject land,
                      unless agreed otherwise in writing by the Grantee.
               EARTHWORKS AND RETAINING WALLS
               37.    All fill and associated batters must be undertaken in accordance with an Operational Works
                      approval and contained entirely within the subject site unless written permission from the
                      respective landowner(s) is provided to Council. The Operational works approval is to be
                      generally in accordance with the Bulk Earthworks Plan C03-001 and Bulk Earthworks Section
                      C03-101 dated 21.02.2023 and prepared by Acor Consultants
               38.    Design all earth retaining structures within private land in accordance with Australian
                      Standards, Building Code requirements and Noosa Planning Scheme current the time of the
                      operational works application and the following:
                      a.      Earth retaining structures must be certified by a Registered Professional Engineer
                              Queensland (RPEQ) where exceeding 1.0m in height.
                      b.      The minimum design life (the period assumed in design for which a structure or
                              structural element is required to perform its intended purpose without replacement or
                              major structural repairs) for the earth retaining structure that is specified in Table 3.1
                              of Australian Standard AS4678;
                      c.      Earth retaining structures within the land and around areas of cut on or near the
                              boundaries of the site must be designed to allow for live and dead loads associated
                              with the land/premise’s current occupancy use;
                      d.      Where the adjoining land use rights or zoning allows for industrial uses a minimum live
                              load of 25kPA must be allowed in the design of the retaining structure for these
                              adjoining premises.

                                                                                                          Page 7 of 10

Document Set ID: 23023774
Version: 5, Version Date: 22/05/2024