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MCU22/0051 Application For Material Change Of Use Hardware & Trade Supplies At 178 Eumundi Noosa Road, Noosaville · Attachment 1 - MCU220051 – Proposed Conditions
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.
e. All retaining walls that are publicly accessible and exceed 1.0m in height must be fitted
with a commercial grade safety fence.
Acid Sulfate Soils
39. If earthworks trigger assessment, prepare an Acid Sulfate Soil Investigation Report and if
required an Acid Sulfate Soils Management Plan prior to the commencement of works. The
reports and analysis are to be undertaken in accordance with the Noosa Plan 2020 and
prepared by a suitably qualified person.
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