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/D) and Odyssey Consulting Group, Stormwater Detention and
         Bioretention Details (Ref: K4277/P010/C) included as Appendix F illustrates the size and location of
         the proposed SQID’s.

         MUSIC Version 6.1.0 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 South and West of the site. Catchment A2 will
         bypass permeable pavement and be directed into the bio-retention basin on the west of the site. For
         further details see Odyssey Consulting Group, Stormwater Management Plan (Ref: K4277/P007/D)
         included in Appendix F. The proposed treatment train for the development is shown in Figure 4.




K4277-0002-C                                    05 November 2018                                      Page 12 of 16