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2018-05-29 SM - Attachment 4 (Part 1) to Item 2 - LGIP
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15.4 Desired standards of service
(1) This section states the key standards of performance for a trunk infrastructure
network.
(2) Details of the standard of service for a trunk infrastructure networks are
identified in the extrinsic material.
15.4.1 Stormwater network
QUANTITATIVE STANDARDS (primarily about the capacity of the network)
ITEM DESIRABLE STANDARD
In accordance with Urban Stormwater Management Strategy, Noosa Council 2002 (Version 1-
Overall
Revision 2 dated 8 August 2006), to Manage Stormwater Quantity to Ensure flooding impacts are
objective
minimised and environmental base flows in creeks and rivers are maintained.
In accordance with:
Design • Planning Scheme Policy 5 - Engineering Design Standards - Roads, Drainage And Earthworks ;
• The Noosa Plan, Water Sensitive Design Code.
QUALITATIVE STANDARDS (primarily about the performance of the network)
ITEM SPECIFICATION OBJECTIVES & STANDARDS
In accordance with:
• Environmental Protection (Water) Policy 2009;
• Noosa River Environmental Values and Water Quality Objectives (July 2010);
• Mary River Environmental Values and Water Quality Objectives (July 2010);
• South East Queensland Regional Water Quality Management Strategy September 2001;
Overall
• Queensland Water Quality Guidelines 2009 (EPA);
objectives
• Noosa River Plan 2004;
• Noosa River Catchment Management Strategy 2001;
• Urban Stormwater Management Strategy, Noosa Council 2002 (Version 1- Revision 2 dated 8
August 2006).
• Noosa Council Stormwater Asset Management Plan (adopted 22 October 2015)
In accordance with the water quality objectives to protect environmental values under the:
• Noosa River Environmental Values and Water Quality Objectives (July 2010) - Environmental
Stormwater
Protection (Water) Policy 2009;
Pollutants
• Mary River Environmental Values and Water Quality Objectives (July 2010) - Environmental
Protection (Water) Policy 2009.
In accordance with the water quality objectives to protect environmental values under the:
• Noosa River Environmental Values and Water Quality Objectives (July 2010) - Environmental
Soil
Protection (Water) Policy 2009;
Erosion
• Mary River Environmental Values and Water Quality Objectives (July 2010) - Environmental
and
Protection (Water) Policy 2009.
Sediment
On Site Construction standards to minimise soil erosion & sediment transport in accordance with:
Transport
• Soil, Erosion & Sediment Control, Engineering Guidelines for Queensland Construction Sites,
June 1996, The Institution of Engineers, Australia, Queensland Division.
In accordance with the water quality objectives to protect environmental values under the:
• Noosa River Environmental Values and Water Quality Objectives (July 2010) - Environmental
Waterway - Protection (Water) Policy 2009;
Health and • Mary River Environmental Values and Water Quality Objectives (July 2010) - Environmental
Amenity Protection (Water) Policy 2009.
In accordance with the Vision & Desired Environmental Outcomes for the Noosa River System in
accordance with the Noosa River Plan 2004 - Parts 1& 2.
In accordance with The Noosa Plan:
• Water Sensitive Design Code – addressing water harvesting and reuse, runoff treatment and
natural stormwater treatment strategies, such as swales, bio-retention systems, vegetated
filtration strips and GPTs;
• Waste Management Code and supporting planning scheme policy - addressing the design and
location of bin storage areas, recycling, waste separation and bin wash down areas;
Design • Landscaping Code - addressing effective landscape treatment and water management to optimise
stormwater filtration and minimise sedimentation and erosion activity and runoff;
• Erosion and Sediment Control Code – addressing the minimisation and control of erosion and
transport of sediments off site;
• Biodiversity Overlay – addressing the management, conservation and rehabilitation of biodiversity
values including Riparian vegetation, aquatic fauna, soils, landforms, waterways and drainage
lines.
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