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2017-11-13 General Committee Agenda
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GENERAL COMMITTEE MEETING AGENDA 13 NOVEMBER 2017
h. Details and depths of all landscaping soils, especially where subject to
compaction relating to filling of the site.
i. Plant selection generally as shown on the landscape documentation.
j. Bio-basin landscape plants must include a mixture of at least five of the
following species for planting in the bio-retention basin extended detention
surface at a minimum density of 8 plants/m²:
i. Carex appressa
ii. Carex fascicularis
iii. Ficinia nodosa
iv. Juncus usitatis
v. Lomandra longifolia
vi. Ghania sieberiana
30. All landscape works must be established and maintained in accordance with the
approved design for the life of the development, and in a manner that ensures
healthy, sustained and vigorous plant growth. All plant material must be allowed to
grow to full form and be refurbished when its life expectancy is reached.
31. All landscape works must be maintained generally in accordance with the approved
design for the life of the development.
Stormwater Drainage
32. 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 be generally in accordance with the submitted Stormwater
Management Plan - Revision A dated 19 April 2017, prepared by Switchback 48
Consulting.
33. Stormwater runoff from the development must be disposed of on-site without causing
scour or damage to the subject site or any adjoining property. Plans submitted for the
Operational Works approval must include calculations in accordance with
Queensland Urban Drainage Manual for any overland flow discharge areas to confirm
that scour will not result from the development.
34. 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 Bio-retention Technical Design Guidelines (Water by Design, 2012), and must
include in particular:
a. stormwater quality treatment devices of a size and location of 30m2 plus 25m2
generally in accordance with those shown in section 2 of the of the Stormwater
Management Plan for 11-19 Hilton Terrace Tewantin by Switchback Consulting,
dated 19 April 2017.
b. Bio-retention devices which:
i. are designed generally in accordance with the Water by Design Technical
Design Guidelines for bio-retention basins
i. are provided with a free-draining outlet from the sub-soil drainage system
ii. swales which are designed in accordance with the Water Sensitive Urban
Design Technical Design Guidelines for South East Queensland
iii. have batters around the entire perimeter, or where demonstrated that is
not feasible, have retaining structures only of the maximum size
recommended within the Water by Design Technical Design Guidelines
for bio-retention basins.
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