Smp

Table 3.4: Elevation-Storage Data for Approved / Constructed Detention Basin .............................................................................................. 13
Table 3.4: Peak Discharge Comparison – Existing vs Mitigated Scenarios ......................................................................................................... 13

Figures
Figure 1.1: Locality Plan ....................................................................................................................................................................................... 1
Figure 1.2: New Townhouse Locality ................................................................................................................................................................... 2
Figure 2.1: Stormwater Quality Catchment Plan ................................................................................................................................................. 5
Figure 2.2: Typical Conventional Bioretention Filter Section (Water by Design, 2014) ....................................................................................... 7
Figure 2.3: Music Model Arrangement for Developed Case ................................................................................................................................ 8
Figure 2.1: Existing Scenario Catchment Plan .................................................................................................................................................... 10
Figure 2.2: Developed Scenario Catchment Plan ............................................................................................................................................... 12




73 EUMUNDI - NOOSA ROAD, NOOSAVILLE I BBNE00529_0002_0001-REP-001-0                                                                                                                                             iv