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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
S6 Treated Effluent Application Rates M6.1 Irrigation may be via traditional trench, sub- Not Applicable
Effluent land application areas are surface drip irrigation, surface drip, sand mound or
sustainably sized and provided with evapotranspiration-absorption wetland.
an irrigation method that prevents
M6.2 Application areas are sized and located with
any adverse impacts on water
regard to the evaluation described under Specific
quality.
Outcome S3.
M6.3 An effluent irrigation area must be calculated
(sized) to take into account:
a) Soil type, texture and permeability;
b) Climate conditions, including rainfall,
evaporation and evapotranspiration;
c) The rate of uptake of nitrogen, phosphorus and
soluble salts in soils, allowing no leaching of
nutrients to groundwater or surface water.
M6.4 A reserve land application area of up to 100%
of the effluent irrigation design area, is available on
the lot.
Table 4 Element 1: On-Site Wastewater Treatment and Effluent Disposal Specific Outcomes and Measures cont.
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