Stormwater Management Plan

GOOD SHEPHERD LUTHERAN COLLEGE                                                         ODYSSEY CONSULTING GROUP
Lot 30 on SP170751                                                          Conceptual Stormwater Management Plan
115 Eumundi Noosa Road, Noosaville                                                                Project No: K4277

5.3.5 Reporting
         An inspection report shall be written by a suitably qualified and experienced scientist/engineer
         following each water quality monitoring episode. The report shall include at least the following
         information.

              Name, address and real property description for the development site;
              Council file reference number (if known);
              Monitoring locations;
              Performance criteria;
              Results for each monitoring location, identifying any breaches of performance criteria, and
              Recommended corrective actions to be taken and additional sediment and erosion controls, if
               required.

         Inspection reports shall be provided to the contractor for their action and compilation in an on-site
         register. If the above-mentioned performance criteria are exceeded and results from the downstream
         monitoring stations show significant deterioration from upstream results (if applicable), the
         contractor shall implement all recommendation of the inspection report within (1) working day of
         receipt of the report.

5.4      Operational Phase

         The following sections provide details of the stormwater quality improvement devices (SQID’s)
         proposed for the operational phase of the development. Odyssey Consulting Group, Stormwater
         Management Plan (Ref: K4277/P007/E) and Odyssey Consulting Group, Stormwater Detention and
         Bioretention Details (Ref: K4277/P010/D) included as Appendix F illustrates the size and location of
         the proposed SQID’s.

         MUSIC Version 6.3.0 has been used for modelling of the proposed treatment train.

5.4.1 Stormwater Quality Improvement Devices
         Site runoff from Catchment A1 and Catchment B will be directed onto permeable pavements before
         draining into two bio-retention basins located at the West (basin 1) and South (basin 2) of the site
         respectively. Catchment A2 will bypass permeable pavement and be directed into bio-retention basin
         1 on the west of the site. Catchment C will bypass treatment and discharge direct to Council
         stormwater infrastructure. For further details see Odyssey Consulting Group, Stormwater
         Management Plan (Ref: K4277/P007/E) included in Appendix F. The proposed treatment train for the
         development is shown in Figure 4.




         Figure 4:      Music Modelling Treatment Train



K4277-0002-D                                       14 February 2019                                   Page 12 of 16