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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 3 Horizontal Separation Distances (Setbacks) for all Land Uses, Development and
Activities
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 where water supply
effluent might storage (%)
(m) (m) surface
(m) (m) (m)
Treated
Effluent
1m above
Disposal 50 100 50 30 400 10 NA
1 in 50
(irrigation)
areas
Waste and
Emission The proposed sewer
Sources, 1m above pump station is located
50 100 250 30 400 10
Storages and 1 in 50 approximately 50m from
Treatment the waterway
Areas
Dangerous
and The proposed service
Hazardous 1m above station is located
50 100 250 30 400 10
Substances 1 in 50 approximately 100m
Management, from the waterway
Storage
Water
Recycling and 1m above
50 100 250 30 400 10 NA
Re-Use 1 in 50
Discharge
Extractive
50 100 250 250 400 10 1 in 50 NA
Industry
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