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MCU14/0056 Response to SARA - Consulting Report
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Corner Myall Street & Ferrells Road Cooroy, QLD 4563
SEQwater Development Guidelines
Development Guidelines for Water Quality Management in Drinking Water Catchments
Table 4 Element 1: On-Site Wastewater Treatment and Effluent Disposal Specific Outcomes and Measures cont.
Specific Outcome Measures Comment
d) For other than a dwelling, provide back-up pump A back up pump and alternative power supply
installation and back-up power capable of dealing will be provided at the proposed pump station
with failures. All fittings will be annually certified by
a licensed electrician and plumber.
S5 Treated Effluent Characteristics M5.1 Secondary treated effluent is characterised Not Applicable
by;
The wastewater treatment system
produces a minimum secondary a) Biochemical Oxygen Demand (BOD) less than or
treated effluent (90th percentile) or, equal to 20mg/L with no sample over 30mg/L.
where deemed appropriate, a higher
level of treatment, to preserve b) Total Suspended Solids (TSS) less than 30mg/L
water quality and minimise human with no sample over 45mg/L; and
health risks. c) Faecal coliforms less than 200cfu/100mL with no
sample over 1000cfu/mL.
Ref. Queensland Plumbing and Wastewater Code
M5.2 Where a composting or other alternative
waste treatment system is to be provided, it must
be demonstrated that the treated material does
not cause an adverse impact on water quality
through material allowing nutrients to enter
surface waters or groundwater systems including
Where the treated material is used for fertiliser or
other soil improvement, or disposed of.
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