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2022-02-17 Ordinary Meeting Agenda
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ORDINARY MEETING AGENDA 17 FEBRUARY 2022
development has a minimum factor of safety against landslip of 1.5 in the long term.
*(Refer to advisory Note)
Earthworks and Retaining Walls
34. All fill and associated batters must be undertaken in accordance with the conditions of
this Decision notice, and must be contained entirely within the subject site unless written
permission from the respective landowner(s) is provided to Council. All earthworks must
be undertaken in accordance with the provisions of Australian Standard AS3798:
Guidelines on Earthworks for Commercial and Residential Developments.
35. Where the development involves excavation or filling over, or adjacent to, drainage,
water supply or sewerage infrastructure, all access chamber surface levels must be
adjusted to provide a freeboard of 100mm above the finished ground surface level.
36. All retaining walls must be designed and constructed in accordance with the planning
scheme and must be certified by an RPEQ where exceeding 1.0m in height. All retaining
walls that are publicly accessible and exceed 1.0m in height must be fitted with a
commercial grade safety fence.
37. The retaining wall located to the north of the bio basin (shown on section D of
A6035/21/D1, E with a TOW of RL8.4) must be amended to not exceed 0.8m above the
NGL. The area between this retaining wall and the footpath further north can either be
tiered (retaining walls no greater than 0.8m above NGL) or battered (1:4) to the footpath
to the north.
Damage to Services and Assets
38. Any damage caused to existing services and assets as a result of the development works
must be repaired at no cost to the asset owner at the following times:
a. where the damage would cause a hazard to pedestrian or vehicle safety,
immediately; or
b. where otherwise, upon completion of the works associated with the development.
Any repair work which proposes to alter the alignment or level of existing services and assets
must first be referred to the relevant service authority for approval.
Water quality
39. The site must be provided with a stormwater drainage system connecting to a lawful
point of discharge. The works must include in particular:
a. Water quality treatment features that achieve the following pollutant reduction
targets as measured by a MUSIC model developed in accordance with the Water
by Design MUSIC modelling guidelines;
b. the use of gravity stormwater drainage and not surcharge pits;
c. A stormwater quality treatment system must be provided for the development that
achieved 80% reduction in Total Suspended Solids, 60% reduction in Total
Phosphorous, 45% reduction in Total Nitrogen compared to an unmitigated
scenario. The works must be undertaken in accordance with an Operational Works
approval and the Water by Design Guidelines.
40. All stormwater quality treatment devices must be maintained in accordance with the
Water by Design (2009) - Maintaining Vegetated Stormwater Assets (Version 1). A copy
of this document must be retained on the site together with the approved Operational
Works drawings for the stormwater quality treatment system and a detailed life cycle
costing of the system attached as an addendum. Records of all maintenance activities
undertaken must be kept and made available to Council upon request.
41. Any proposed Community Management Statement required for the development must
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