Sealed Judgement

                                      wy                                                                           /                                \
            Gees                       |
                                          |
                    DN50 LOW FLOW PIPE AND WEIR FROM DETENTION TANK INTO BASIN.                                p           a
                    OUTLET CONFIGURATION TO BE SIZED AT DETAILED DESIGN.
                    SCOUR PROTECTION AND FROG FLAP TO BE PROVIDED FOR OUTLETS.                                                                 6)

                      BIORETENTION BASIN UNDERDRAINAGE TO av                                     Gris
                      BE HAND DUG TO DAYLIGHT AT NATURAL~                                            /
                      GROUND SURFACE. ROCKS TO BE PLACED                                           /
                      AT OUTLET TO ne VELOCITY                                                         2.10m




                                 OUTLET WEIR RL 2.9
                                 REFER        LEVEL SPREADER   DETAIL
08                                       06
                             /
                         4


                                                                         7
                                                                        bas                                                       a



                                                                                  E                                          Vv


        /                        @:                                           ~
    (                                             SUBSOIL DRAINAGE
                                 42               AT 13m CTRS                         ‘e                 545m                     ~\      Sy
I              AA                                                                                                                     S
                                                                    /                      ny
                                                                /                      RL-3.05
                                    /
Figure
Figure 3-5
       3-5 Bioretention
           Bioretention Basin
                        Basin and
                              and Level
                                  Level Spreader
                                        Spreader Location
                                                 Location




WEP | Weter Engineering                                                                                                R.30199.001.03_SMP.docx || 16
                                                                                                                       R.30199.001.03_SMP.docx    16




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