2020-07-16 SM Agenda - Item 1 - Attachment 3 - Final Noosa Plan 2020 Part 4-6

                         Noosa River Environmental Values and Water Quality Objectives (July 2010);
 Overall                 Mary River Environmental Values and Water Quality Objectives (July 2010);
 objectives              South East Queensland Regional Water Quality Management Strategy September 2001;
                         Queensland Water Quality Guidelines 2009 (EPA);
                         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:
 Stormwater              Noosa River Environmental Values and Water Quality Objectives (July 2010) ­ Environmental Protection
 Pollutants              (Water) Policy 2009;
                         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:
 Soil Erosion            Noosa River Environmental Values and Water Quality Objectives (July 2010) ­ Environmental Protection
 and                     (Water) Policy 2009;
 Sediment                Mary River Environmental Values and Water Quality Objectives (July 2010) ­ Environmental Protection (Water)
 Transport               Policy 2009.
              On Site Construction standards to minimise soil erosion & sediment transport in accordance with:
                         Soil, Erosion & Sediment Control, Engineering Guidelines for Queensland Construction Sites, June 1996, The
                         Institution of Engineers, Australia, Queensland Division.
 Waterway ­ In accordance with the water quality objectives to protect environmental values under the:
 Health and              Noosa River Environmental Values and Water Quality Objectives (July 2010) ­ Environmental Protection
 Amenity                 (Water) Policy 2009;
                         Mary River Environmental Values and Water Quality Objectives (July 2010) ­ Environmental 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:
                              Sustainable Building Design Code – addressing water efficiency and stormwater management incorporating
                              water harvesting and reuse and reducing impervious area;
 Design                       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;
                              Landscaping Code ­ addressing effective landscape treatment and water management to optimise
                              stormwater filtration and minimise sedimentation and erosion activity and runoff;
                              Water Quality and Drainage Code – addressing the management of wastewater, stormwater, run­off,
                              groundwater and environmental flows as part of an integrated water cycle system, including the use of WSUD,
                              managing stormwater quality, erosion and sediment. Supported by the Engineering Design Standard PSP.
                              Biodiversity Overlay – addressing the management, conservation and rehabilitation of biodiversity values
                              including riparian vegetation, aquatic fauna, soils, landforms, waterways and drainage lines.

 4.4.2 Transport network
 The trunk transport infrastructure network is generally considered to:
       align within (or adjacent to ) trunk road corridors; and
       provide main through linkage connections and/or to specific high use destinations and facilities.

 Table 4.4.2 Transport Desired Level of Service
  Road Hierarchy and Desired Level of Service (DSS)
                                        Arterial                       Distributor                                Collector
                                    Median or Rural                                  Street                            Sealed
  Traffic (VPD)                      >20K     <20K       10K to 20K       5K to      5K to    5K to   1K to    1K to     1K to      <500
                                                                          15K        15K      15K      5K       5K        5K
  Posted Speed (km/h)                    80/100           60 or 70         60     40 or 50     80      60        60       80      Warning
  Lane width (m)                     4x3.5    2x3.5         2x3.5         2x3.5       2 or    2x3.0   2x3.0    2x3.5    2x3.0        5.5
                                                                                     4x3.3^
  Bike Lanes (Y/N) (m)                   Y 2.0              Y 2.0         Y 1.5      Share     N        N        N        N          N


NOOSA PLAN 2020                                                                                                                  Page 5 of 11