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RFI - Stormwater management (flood report)

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                                                                                                                                                                                                                   PROPOSED BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING BOUNDARY
                                                                                                                                                                           LOT 10                                                                                                                                                                                                                                 LOT 600


                                                                                                                                                                                                                                                                                                               SEDIMENT
                                                                                                                                                                                                                                                                                                               FOREBAY
                                                                                                                                                                                                                                                                                                                                                                          Q100 (RL 86.17)                              TOP OF BASIN (RL 86.27)

                                                                                                                                                                                                                                                                                       1 ON                                                                               WEIR (RL 86.00)                                                                                                                              4
                                                                                                                                                                                                                                                                                              4                                                                                                                                      EDD (RL 85.30)                                                             1 ON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FILTER LEVEL (RL 85.00)                                                                    1O
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     NATURAL SURFACE                  N2

                                                                                                                                                                     NATURAL SURFACE



                                                                                                                                                                                                                                                                                                                                                                                     EXISTING DAM TO BE FILLED


                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED BASIN
                                                                                                                                                                                                                                                                                                                                                                                                                                  500mm FILTER MEDIA
                                                                                                                                                                                                                                                                                                                                                                                                                                  100mm TRANSITION LAYER
                                                                                                                                                                                                                                                                                                                                                                                                                                  300mm DRAINAGE LAYER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING DAM WATER SURFACE




                                                                                                                                                                                                                                                                                                                                                        SECTION                B
                                                                                                                                                                                                                                                                                                                                                         SCALE 1:100            -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PRELIMINARY BASIN STORAGE VOLUMES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ELEVATION ABOVE EDD (mm)        STORAGE VOLUME ABOVE EDD (m3)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     100                                    26.067
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     200                                    55.253
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     300                                    87.655
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     400                                   123.373
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     500                                   162.505
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     600                                    205.15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               700 (WEIR LEVEL)                            251.407
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      800                                  301.374
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               870 (Q100 LEVEL)                            338.612
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              970 (TOP OF BASIN)                           395.113
                                                                                                                                                                                               PROPOSED BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED BOUNDARY
                                                                                                                                                                                                                                                                                                  LOT 600                                                                                                                                                                                  LOT 6




                                                                                                                                                                                                                                                             TOP OF BASIN (RL 86.27)                  Q100 (RL 86.17)
                                                                                                                                                                                                                                                         WEIR (RL 86.00)               1 ON                                                                       4
                                                                                                                                                                                                                                            4                                                 4       EDD (RL 85.30)                                       1 ON
                                                                                                                                                                                                                                       1 ON                                                                               FILTER LEVEL (RL 85.00)

                                                                                                                                                                                                                                                                                                                                                                                                          NATURAL SURFACE

                                                                                                                                          NATURAL SURFACE                      APPROX OUTLET (RL 83.95)

                                                                                                                                                                                                                                                                                 EXISTING DAM TO BE FILLED


                                                                                                                                                                                                                                                                                                                                            PROPOSED BASIN
                                                                                                                                                                                                                                                                                                                        BOTTOM OF PIT       500mm FILTER MEDIA
                                                                                                                                                                                SHAPE EARTH TO OUTLET
                                                                                                                                                                                                                                                                                                                        RL 84.10            100mm TRANSITION LAYER
                                                                                                                                                                                                                                                                                                                                            300mm DRAINAGE LAYER
                                                                                                                                                                                                                                                                                                                                                                               EXISTING DAM WATER SURFACE
J:\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\21556 SK CIVIL.dwg




                                                                                                                                                                                                                                                                                                                                                        SECTION                A
                                                                                                                                                                                                                                                                                                                                                         SCALE 1:100            -
                                                                                               0       1       2       3      4      5m




                                                                                        COPYRIGHT ©                                                                                                    Associated Consultants                   Client                                                                                                                    Drawn                                   Verified                    Project                                                                Drawing Title                                                                                           Scale            Sheet Size
                                                                                                                                                                                                                                                                                                                                                                          AR                                      DR
                                                                                        This drawing is subject to
                                                                                        copyright in accordance with                                                                                                                            JNE DEVELOPMENTS PTY                                                                                                                                                                          25 PAVILION ST, POMONA                                                 PRELIMINARY DESIGN                                                                                              1:100      A1
                                                                                        the agreement between TOD                                                                                                                                                                                                                                                         Designed                                Verified
                                                                                        Consulting Pty Ltd (tc) and tc's                                                                                                                        LTD                                                                                                                       AR                                      DR                          RESIDENTIAL SUBDIVISION                                                CROSS SECTIONS                                                                                          Drawing Number
                                                                                        client. This drawing shall only
                                                                                        be used for this specific project.                                                                                                                                                                                                                                                Approved                                RPEQ No                     RP DESCRIPTION    LOT 21 SP316902                                                                                                                                                      21556-SK102
                                                                                        This drawing shall not be used                                                                                                                                                                                           Noosa: 07 5449 9600       Sunshine Coast: 07 5329 3190   D. REYNOLDS                             9072                        LOCAL AUTHORITY   NOOSA SHIRE COUNCIL
                                                                                                                              B    09.08.21   FOR APPROVAL                              AR                                                                                                                                                                                                                                                    MCU APPROVAL      -                   HORIZ DATUM MGA 2020                                0     10     20     30    40       50                       60                       Sheet             Revision
                                                                                        for construction until marked as                                                                                                                                                                                                    PO Box 61, Noosaville, QLD 4566               Signed
                                                                                                                              A    06.08.21   FOR INFORMATION ONLY                      AR                                                                                                                       [email protected]     www.todconsulting.com                                                                        ROL APPROVAL      -                   VERT DATUM AHD
                                                                                        'Issued For Construction' in the
                                                                                        revision description.                Rev    Date      Revision Description                     Drawn                                                                                                                                     ABN 39 128 805 336                                                                                09.08.21   OPW APPROVAL      -                   RL DATUM    (PSM112428) 98.616                          MEASUREMENT BAR - INCREMENTS IN mm                                                       2 of 2        B
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