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Stormwater management plan 20220156 9 Kauri St SWMP
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Original PDF page 15, section 1. The text section number identifies this passage in the reader.
4.2.1.2. Bioretention Areas
An end of line bioretention area will provide treatment to all stormwater runoff captured within the internal
drainage network before it is discharged from the development.
The bioretention area will not be lined to allow for run-off to be infiltrated into the soils for disposal and ground
water replenishment. A geotechnical analysis of the proposed bioretention garden location consisting of soil
boreholes and falling head soil permeability tests has identified that the soils at the location can support a design
load rate of 14.36mm/day representing the effective exfiltration rate from the unlined perimeter of the garden
during a storm event. Refer to Appendix C Soil Borehole Data & Permeability Calculations for details of these
calculations. d
The bioretention areas are modelled in accordance with the Water by Design MUSIC Guidelines 2018 with the
node configuration shown below in Figure 4.5 – Bioretention Node details.
Figure 4.5 – Bioretention Node details
Table 4.4 – Indicative Bioretention Area Plantings below based on the Brisbane City Council Water Sensitive Urban
Design Engineering Guidelines presents a sample of suitable plants that may be used to provide effective removal
of nutrients in the areas however a landscaping specialist should be consulted to confirm final species to be
planted.
Table 4.4 – Indicative Bioretention Area Plantings
Planting
Density
Scientific Name Common Name Form Height (mm) (Qty/m²)
Myoporum parvifolium Creeping Boobialla Prostrate 150 4-6
Cymbopogon refractus Barbed Wire Grass Tufted 300 8-10
Cyperus polystachyos Bunchy Sedge Tufted 600 6-8
Dianella brevipendunculata Flax Lily Tufted 500 4-6
Dianella caerulea cv ‘Breeze’ Blue Flax-lily Tufted 600 4-6
Dianella caerulea cv ‘Little Jess’ Blue Flax-lily Tufted 400 4-6
Dianella longifolia var. longifolia Pale Flax-lily Tufted 550 6-8
Project number 20220156
File RECOR Stormwater Management Report - 20220156.docx, 2022-08-08 Revision 0 Page 15 of 26
P +61 7 5211 1003 A 37 Mary St, Noosaville Qld 4566 E [email protected] recorconsulting.com
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