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Decision Notice OPW20 145 06 (As Published) · OPW20/0145.06
46. During construction and establishment of the bioretention devices, the supervising RPEQ
must ensure that the device is constructed in accordance with the document Construction
and Establishment Guidelines: Swales, Bioretention Systems and Wetlands (Water by
Design, 2009) and that the forms contained in section 3.15 including the associated
supporting information and data are completed. These forms and certification from the RPEQ
that the device has been constructed in accordance with the Construction and Establishment
Guidelines: Swales, Bioretention Systems and Wetlands (Water by Design, 2009), all
conditions of approval, and the approved engineering drawings must be submitted to Council
prior to plan sealing
47. A construction hold point with a council delegate shall be established once the bioretention
device underdrainage pipe work is installed. At the time of inspection, a sample of the
drainage layer, transition layer, and filtration media materials must be stockpiled on-site.
Laboratory results must be provided for the filter media which demonstrate that the media
complies with the specifications contained in the latest version of the “Guidelines for Soil
Filter Media in Bioretention Systems” (produced by the Facility for Advancing Water
Biofiltration) and that the minimum hydraulic conductivity specified on the approved
engineering plans will be achieved. In addition laboratory results must be provided
demonstrating that the transition layer and drainage layer meet the following bridging criteria:
a. D15 (drainage layer) ≤ 5 × D85 (transition layer)
b. D15 (transition layer) ≤ 5 × D85 (filter media
48. A construction hold point with a council delegate shall be established when the temporary
cover is to be removed from the bioretention device an inspection shall be arranged with
Council’s delegate
49. Prior to acceptance of the basin either on or off maintenance, council must receive evidence
that the results for the in-situ hydraulic conductivity testing conducted in accordance with
FAWB PRACTICE NOTE 1: In Situ Measurement of Hydraulic Conductivity Belinda Hatt,
Sebastien Le Coustumer April 2008 for the bioretention filter media achieve the design
criteria.
Bioretention Basins – Maintenance & handover
50. Subsoil drains are to be cleaned out and accumulated sediment manually removed from the
surface of basin and coarse sediment forebays at Off Maintenance and as required during
the maintenance period.
51. All stormwater quality treatment devices must be maintained by the development in
accordance with Water by Design (2009) Maintaining Vegetated Stormwater Assets (Version
1) until they are accepted as Off Maintenance by Council.
52. Any defects in WSUD devices identified during the maintenance period must be reviewed
and a report recommending required rectification works submitted to Council and endorsed
by Council’s delegate. Works to repair the device and prevent the problem occurring in the
future must be completed and the device maintained for a minimum period of 12 months prior
to the WSUD device being accepted as Off Maintenance.
53. Prior to council accepting the bioretention devices Off Maintenance, maintenance checklists
including the full cost of maintaining the devices in accordance with Water by Design (2009)
Maintaining Vegetated Stormwater Assets (Version 1) must be submitted to Council.
Bioretention Basins - Education
54. The development shall be provided with approved Permanent signage to educate the public
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 Lake Weyba”.
Page 18 of 35
Document Set ID: 24395463
Version: 4, Version Date: 03/02/2026
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