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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
Feature Surveyed Surveyed Water supply Nearest cut, Upper flood Natural grade Flood Response
bank of an bank of a well, bore embankment margin level (%) immunity
intermittent permanent and/or dam or other point of an urban
water course water course (m) where water supply
(m) (m) effluent might storage
surface (m) (m)
Urban Land
Uses
50 100 30 30 400 15 1 in 100 NA
(Including
Residential)
The proposed sewer
Utility, Low Risk pump station is located
Low Risk 100 Low Risk 100 Low Risk 250 Low Risk 50 Low Risk 800 Low Risk 6
Industry and 1 in 50 approximately 50m from
Commercial the waterway
Land Uses 1 High Risk
High Risk High Risk High Risk High Risk High Risk High Risk 6
1 in 100
Rural
Residential
and Rural 50 100 250 30 400 15 1 in 100 NA
Living Land
Uses
Rural Land
Farming
Uses Farming 50 Farming 10 Farming 400 NA
1 in 20
(including
Intensive
50 100 5
Animal
Others
Husbandry, Others 30 Others 30 Others 800 NA
1 in 50
Kennels and
Equestrian)
Sport and
Recreation 50 100 250 30 400 * * NA
Land Uses
1 High risk utilities, industry and commercial land uses will have a horizontal separation distance determined on a case by case basis, but will be at least the Low Risk separation distance.
The range of uses in this land use type prevents a single requirement. Where uses are ”fixed” (i.e. permanent structures) the slope should not exceed 10% and flood immunity 1 in 50 but other sport
and recreation uses will have a variety of parameters depending on location, the activity scale, frequency and risk to water quality. These must be addressed as part of any consideration of sport and
recreation uses.
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