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Attachment 8 - Interim Stormwater Management Plan - TOPO · 132005.638.06
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R5304: NOOSA RESOURCE RECOVERY CENTRE - STORMWATER MANAGEMENT PLAN
WT2 - The release of collected and treated stormwater to waters, from areas of the site not likely to be contaminated
with waste materials, must be in accordance with Table 2 – compliance limits for controlled releases of treated stormwater
to surface waters (reproduced herein as Table 1).
Table 1 – Surface Water Release Limits
QUALITY
RELEASE POINT RELEASE LIMIT LIMIT TYPE MONITORING FREQUENCY
CHARACTERISTICS
pH 6.5 - 9.0 Range
Specific Conductance
1500 Maximum Commencement of Release then weekly
(µS/cm)
thereafter. If no release occurs, no
Dissolved Oxygen (mg/L) 6 Minimum sampling is required.
Total and Dissolved
N/A Maximum
Aluminium (mg/L)
Commencement of Release then weekly
W1 thereafter for a minimum of 5 events
and until a reliable TSS:NTU correlation
Suspended Solids (mg/L) 50
is established and agreed in writing by
the administering authority. If no release
occurs, no sampling is required.
The established The NTU value
correlation of that correlates to Commencement of Release then weekly
Turbidity (NTU) turbidity with total 50 mg/L TSS with thereafter. If no release occurs, no
suspended solids a correlation R sampling is required.
(TSS) value of 0.9
WT3- Monitoring of contaminant releases from release point W1 must be undertaken in accordance with the condition
WT2.
WT4 - In addition to WT2, released to waters must not:
1. have any other properties and content concentration causing environmental harm
2. produce any slick or other visible evidence of oil or grease, nor contain visible floating oil, grease, scum, litter or
other visually objectionable matter.
1.5. HIGH & LOW EROSION HAZARD SITES
The Guideline Stormwater and Environmentally Relevant Activities (DETSI, 2025) classifies ERA sites into two erosion
hazard categories, which determine the applicable stormwater management requirements.
1.5.1. LOW EROSION HAZARD SITES
A site is only considered a low erosion hazard site where greater than 95 % of the site is effectively stabilised, the
unstabilised area does not exceed 2,500 m², and soil erosion is not expected to exceed 10 tonnes/hectare/year from
disturbed areas. These sites are managed under Part 2 of the guideline, which requires MUSIC modelling and a treatment
train designed to meet the load-reduction targets for Total Suspended Solids (TSS), Total Phosphorus (TP), Total Nitrogen
(TN), and gross pollutants greater than 5 mm.
1.5.2. HIGH EROSION HAZARD SITES
All other sites are considered high erosion hazard sites. These require a full suite of erosion and sediment controls,
including sediment basins designed to retain runoff from the 24-hour, 1-in-10 year ARI storm event and to achieve a TSS
release concentration of no more than 50 mg/L. Basins must return their design capacity within 120 hours of rainfall and
include a sediment storage zone equal to 50 % of the upper settling volume.
DETSI supports the use of High Efficiency Sediment (HES) basins where it can be demonstrated that the contaminant
load released to the receiving environment over the project life is equal to or less than that of the standard design.
Environment. Engineering. Education. PAGE 3
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