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2. STORMWATER QUALITY MANAGEMENT 2.1 Overview This proposed development was originally approved for 50 low density residential lots and associated new road. Since the initial development, a portion of the Site – 6 lots (refer Figure 1.2), is proposed to be converted to a townhouse site consisting of 11 dwellings. This stormwater quality assessment proposes to confirm the existing bioretention constructed as part of the original development (OPW15/0133) still achieves load-based Water Quality Objectives (WQO’s) for the Site with the inclusion of the new townhouse area. 2.2 Operational Phase The WQO’s stipulated in the State Planning Policy – July 2017 for the South-East Queensland region will be adopted for the Site. The NSC Planning Scheme provides stormwater management design objectives for the operational phase of developments. The applicable Water Quality Objectives (WQO’s) for the Site are shown in Table 2.1. TABLE 2.1: WATER QUALITY OBJECTIVES Pollutant Minimum Load Reduction Target (%) Total Suspended Solids (TSS) 80 Total Phosphorus (TP) 60 Total Nitrogen (TN) 45 Gross Pollutants (GP) 90 2.3 Model Development 2.3.1 Catchments The representation of the post-development catchments (approved development and new townhouse) has been split into three catchment source nodes, being road, roof and ground. The development site area then reports to a bioretention basin. Catchment properties have been summarized in Table 2.2Error! Reference source not found. and a catchment plan shown in Figure 2.1. TABLE 2.2: TREATED CATCHMENT PROPERTIES Land Use Approved Development (ha) Bypass (ha) New Townhouse (ha) Total Impervious (%) Roof 0.766 0.060 0.239 100 Road / Hardstand 0.920 - 0.080 100 Ground 1.905 0.147 0.187 20 Park 0.348 - - 0 Total 3.936 0.207 0.506 - 73 EUMUNDI - NOOSA ROAD, NOOSAVILLE I BBNE00529_0002_0001-REP-001-0 4
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