Original source · versioned page text
12. APP G. Stormwater Management Plan
Attached to the e-mail MCU14/0102 Development application Part 3 of 4 App G Stormwater Management Plan.
Original PDF page 18, section 1. The text section number identifies this passage in the reader.
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn BIO RETENTION BASINS
A bio-retention area is a vegetated region where runoff is filtered through a filter media layer
(e.g. sandy loam) as it percolates downwards to receiving underlying reticulation. Specific
vegetation is to be incorporated into the landscaping of bio-retention areas which effectively
reduce nutrient loads. Table 20 in the Water By Design Bioretention Technical Design
Guidelines provides guidance on selecting appropriate plant species for systems where the
plants have a functional role in stormwater treatment, such as the aforementioned bio-retention
basins. The landscape architect is to select plant species from this table for the vegetation of the
basin. The following plant species are suggested:
• Carex appressa;
• Gahnia sieberiana;
• Lomandra hystrix;
• Pennisetum alopecuroides;
• Callistemon sieberi; and / or
• Leptospermum liversidgei.
Bio-retention areas are to be incorporated within each of the three catchments in the proposed
development with both a sediment forebay and planted bio-retention filter area. The sediment
forebay is to mitigate the accumulation of coarse sediment near the basin inflow, which will
smother vegetation and reduce infiltration. The bio-retention basin is to be incorporated into the
base of the stormwater detention structure; the lower 300mm of the basin has been excluded
from the stormwater detention analysis of the basin and is to be dedicated to extended
detention, ensuring that sufficient volume from frequent storm events will pond in the basin and
percolate through the filter media receiving treatment.
A typical example of a bio-retention area in operation with suitable vegetation is presented in
Figure 6.1 below. A typical section is also presented in Figure 6.2.
Figure 6.1: Newly Constructed Bio-Retention Area (Salacia Waters, Paradise Point)
139 Eumundi Noosa Road & 30 Lionel Donovan Drive, Noosaville Service Station and Retail Site—Stormwater
Management Plans
Hyder Consulting Pty Ltd-ABN 76 104 485 289 11
f:\aa007595\f-reports\f0002-aar-aa007595 sbswmp report\f0002-aa007595-aar-03.-smp.docx
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLarge file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.