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MCU14/0106 & OPW15/0001 Compiled Information Request Response
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MCU14/0106 Issue - Cycle and Pedestrian Facilities Further information is required to demonstrate the adequacy of the cycle and pedestrian facilities on-site, taking account of the overall planning for the Noosa Business Centre. For example, Figure 3.2 does not show any footpath provisions on what has been called Central Road. It is considered that this roadway should look like and function like a public road, and at this location, such a road would be expected to have footpaths. Information Required 49 Amended plans demonstrating adequate cycle and pedestrian facilities. HYDROLOGY Issue – Water Quality The layout and quantum of bio-basins need to be confirmed via a refined MUSIC model that reflects the site layout, rather than the broad simplified approach taken in the SWP. Information Required 50 Revised MUSIC modelling to demonstrate the proposed stormwater quality objectives can be achieved for the proposed development layout. In particular, the following needs to be addressed: (c) Catchment Set-up - The MUSIC model has used 1 catchment only whereas the developed scenario will have several catchments draining to a least 4 different areas. (d) Rainfall Set-up - The MUSIC model does not appear to have used the Cooroy Composite Station (e) 40059 for the model (i.e. 1973 -1983) as stated in the report and as per the guidelines. The model should be revised to incorporate this station. (f) Bioretention Basins: As the basins will be used for flood attenuation, the basins should be checked to ensure velocities are kept below the Water By Design’s “WSUD Technical Design Guidelines for SEQ” Velocities should be in the range of 0.5m/s for minor floods (2-10yr ARI) & 2.0m/s for Major Floods (50-100yr ARI) + plus risk assessment of erosion potential. Issue – Water Quality The submitted MUSIC model does not appear to consider the impacts of waters from catchments F1, G1 and H on the overall stormwater quality. Information Required 51 Demonstrate how waters from these catchments will be considered in the MUSIC model and consistent with the proposed design. Issue – Treatment Devices The total size of water quality treatment devices shown on plans is not clear. The design must allow sufficient space within the development footprint for the active filter media area in bioretention basins. The active filter media area does not incorporate batters, inlet scour protection and overflow devices. Information Required 52 Provide legible scaled plans that demonstrate adequate footprint is provided to facilitate the required active filter media area within bioretention basins along with sufficient footprint for other aspects of the water quality improvement devices, such as batters, inlet scour protection, etc. Page 11 of 16
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