Attachment D - Stormwater Management Plan · 132008.175.04

                                                                                                                                                                                                                                                                                             D                                                                                                    10




                                                                                                                                                                                                                                                                                                                             W
                                                                                                                                                                                                                                                                                                                                                                                          SP195871
                                                                                                                                                          E
                                                                                                                                                         S m
                                                                                                                                                                    WT
                                                                                                                                                                    E

                                                                                                                                                              P1 t                                                                                                                                                                    D
                                                                                                                                                                95 N                                                                                                                                                                                                                                                                                                                                                                       ALL WORKS TO BE CARRIED OUT IN STRICT




                                                                                                                                                                                                                                                                                       13
                                                                                                                                                                  87                                                                                                                                                                                                                                                                                                                                                                       ACCORDANCE WITH APPROVED SETTLERS
                                                                                                                                                                    1                                                                                                                                                          MH                           D                                                                                                                                                                              COVE NOOSA RESIDENTIAL HIGH DENSITY




                                                                                                                                                                                                                                                                                                             W
                                                                                                                                                                                                      W
                                                                                                                                                                                                          T                                                                                                                                                                                                                                                                                                                                ENVIRONMENTAL MANAGEMENT PLAN (EMP1)
                                                                                                                                                                                    MH                    E                                                                                                                                S
                                                                                                                                                                                                                                  W                                                                                                                                                                                                                                                                                                        DATED 21 JULY 2005 BY WBM OCEANICS.
                                                                                                                                                                                                                                                                                                                                                                                 D
                                                                                                                                                                                                              S                       E




                                                                                                                                                                                                                                                                                                        E
                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                                                        W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NOTE:




                                                                                                                                                                                                                                   14




                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                       S                                                                                                                                                                    D
                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                                                           SP1mt
                                                                                                                                                                                                                                                                             E                                                                                                                                                                                                                                                                 -      REFER TO HYDRAULIC CONSULTANT'S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DETAILS FOR ALL DOWNPIPE &




                                                                                                                                                                                                                                                                                                                                              13
                                                                                                                                                                                                                                                                                                                                                                                             S
                                                                                                                                                                                                                                                              95 P           S
                                                                                                                                                                                                                                                                             871
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      STORMWATER CONNECTIONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      (PLUMBING & DRAINAGE APPROVAL).
                                                                                                                                                                                                                                                                                                                                                                                                                MH




                                                                                                                                                                                                                                                                                                                                                                          11
                                                                                                                                                                                                                                                                                                      MH                                                                                                                                                                                                                                       -      ALL NEW BUILDING ROOFS TO BE PIPED
                                                                                                                                                                                                                                                                                                                                                                                                                                                   D                                                                                                  TO RAINWATER HARVESTING TANKS




                                                                                                                                                                                                                                                                                                                                                                                             10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FOR EVENTS UP TO 100 YEAR ARI VIA




                                                                                                                                                                                                                                                                                                                                                   12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SEALED PIPED NETWORK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               -      RWH TANK OVERFLOW TO BE PIPED TO




                                                                                                                                                                                                                                                                                                                                                                                                                                            X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SOUTH RIPs VIA SEALED PIPE NETWORK




                                                                                                                                                                                                                                                                                                                                                                                                                                      8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FOR EVENTS UP TO 100 YEAR ARI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               -      ALL BASEMENT & CARPARK




                                                                                                                                                                                                    15




                                                                                                                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                                                                                                                                                                                                                        9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      STORMWATER TO BE COLLECTED IN A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SUMP & PUMPED TO DISCHARGE OVER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      A "FOX BPT600" GROSS POLLUTANT




                                                                                                                                                                                                                                                                                                                                                                                                                              X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TRAP PRIOR TO CONNECTION TO R.I.P.'S.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BASEMENT & CARPARK DRAINAGE SUMP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      & PUMP DETAILS TO HYDRAULIC




                                                                                                                                                                                                                  14




                                                                                                                                                                                                                                                                                                                                                                                                                       X
                                                                                                                                                                                                                                                                         ALL ROOFWATER TO BE SIZED                                                                                                                                                                                                                                                    CONSULTANT'S SPECIFICATIONS.
                                                                                                                         100                                                                                                                                             FOR Q100 EVENT AND                                                                                                                                                                     605                                                                            -      ALL HARDSTAND AREAS MUST ONLY




                                                                                                                                                                                                                                                                                                           13
                                                                                                                                                                                                                                                                         DISCHARGE TO 80kL RAINWATER                                                                                                                                                                                                                                                  DISCHARGE TO RIPs AND MUST NOT
                                                                                                             SP305332




                                                                                                                                                                                                                                                                                                                                                                                                                X
                                                                                                                                                                                                                                                                         HARVESTING TANK VIA SEALED                                                                                                                                                       SP195871                                                                                    DISCHARGE TO RAINWATER




                                                                                                                                                                                                                                                                                                                                 11
                                                                                                                                                                                                                                13
                                                                                                                                                                                                                                                                         PIPE NETWORK                                                                                                                                                                                                                                                                 HARVESTING TANK




                                                                                                                                                                                                                                                                                                                                                   10




                                                                                                                                                                                                                                                                                                                                                                                                        X
                                                                                                                                                                                                                                                                                                        12




                                                                                                                                                                                                                                                                                                                                                                                                 7
                                                                                                                                                                                                                                                               L9 (SOUTH)




                                                                                                                                                                                                                                                                                                                                                                                                  X
                                                                                                                                                                                                                                                                                                                                                                                       8
                                                                                                                                                                                                                                                                 4437m²
                                                                                                                                                                     12




                                                                                                                                                                                                                                                                                                                                                                                           X
                                                                                                                                 UP




                                                                                                                                                                                                                                                                                                                                                                         9


                                                                                                                                                                                                                                                                                                                                                                                     X
                                                                                                                                                                                                                                                 9
                                                                                                                                                                                                                               SP195871




                                                                                                                                                                                                                                                                                                                                                                            X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LEGEND




                                                                                                                                                                                                                                                                                                                                                                     22 A
                                                                                                                                                         12




                                                                                                                                                                                                                                                                                                                                                                RP mt X
                                                                                                                                                                                                                                                                                                                                                                       65
                                                                                                                                                                                                                                                                         11
                                                                                                                         |




                                                                                                                   | |                                                                                            PROPOSED 80kL RAINWATER
                                                                                                             | |                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED STORMWATER DRAINAGE
                                                                                                       | |                                                                                                        HARVESTING TANK. TANK
                                                                                                                                                                                                                                  1




                                                                                                                                                                                                                                                                                                 10
                                                                                                                                                                                                                  OVERFLOW PIPE TO2 CONNECT
                                                                                                 | |




                                                                                                                                                                                                                                                                                                                                                                  20
                                                                                                                                                                                                                                                                                                                                                                EX
                                                                                     | |
                                                                                           | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SEALED ROOFWATER PIPE NETWORK
                                                                                                                                                                                                                  TO RIP VIA SEALED PIPE
                             14.0




                                                                                 |
                                                                             |




                                                                       | |                                                                                                                                        NETWORK                                                                                                                                                                                                                                                                                                                                                    PROPOSED VEGETATED SWALE




                                                                                                                                                                                                                                                                                                                                                        7
                                                                 | |
                                                           | |




                                                                                                                                                                                                                                                                                                                                                            X
                                                     | |                                                13
                                                 |
                                             |




                                         |                                                                                                         12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED OVERLAND FLOW PATH




                                                                                                                                                                                                                                                                                                                                                   8
                                                                 14




                                                                                                                                                                                                                                                                                                                                                       X
                                                                                                                                                                                            13
                                                     X                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED BASEMENT WALL
                                                                                                                                                                                                                                                                                            10




                                                                                                                                                                                                                                                                                                                                          9
                                                                             X
                                                                                                                                                        14




                                                                                                                                                                                                                                                                                                                                               X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         | | | | | | | | | | | | |   |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED TOP OF BATTER
                                                                                                       X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED TOE OF BATTER
                                                                                                                             X                                                                                                                                                                                                                                                                                                                                                                                                                > > >


                                                                                                                                                                                                                                                                                                                                          X
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED SWALE
                                                                                                                                            X                                                                                                                                                                                                                                                               606                                                                                                                                                              FINISHED SURFACE CONTOUR
                                                                                                                                                   X                                                                                                                                                                                                                                                  SP195871
                                                                                                                                                              X             >>                                                                                                                                                        X                                                                                                                                                                                                                                      EXISTING SURFACE CONTOUR
                                                                                                                                                                                                                        11
                                                                                                                                                                                                     12




                    HABITAT PROTECTION FENCE TO BE ERECTED
                                                                                                                                                                                    >>                                                           | | | | | | | | | | |   |
                                                                                                                                                                                                                                                                             | | | | | | | | | | | | | | | | |
                                                                                                                                                                                                                                                      10




                                                                                                                                                                                                                                                                                                                  |
                                                                                                                                                                                                                                          |




                    PRIOR TO COMMENCEMENT OF CLEARING WORKS                                                                                 VEGETATED SWALE             X                                                                                                                                                                                                                                                                                                                                                                            E                       EXISTING ELECTRICAL RETICULATION
                                                                                                                                                                                                                                          | | | | |




                                                                                                                                                                                                 > >>>>
                                                                                                                                                                                                                                                                                                                              X6
                                                                                                                                                                                                                                                                                                                | | |




                    PROVIDE SIGNAGE AT 50m SPACINGS " ECOLOGICAL                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     T                       EXISTING TELSTRA RETICULATION
                                                                                                                                                                                X
                                                                                                                                                                                                                                                                                                                  |




                    RESTORATION AREA - NO ACCESS                                                                                                                                                                                                  |
                                                                                                                                                                  E                                                                          |
                                                                                                                                                                                                                                                                         | | | | | | | | | | | | | | | | |                                                                                                                                                                                                                                           D                       EXISTING STORMWATER DRAINAGE
                                                                                                                                                                                                                                                                                                             |




                                                                                                                                                                                                                                                                    |

                                                                                                                                                                                            X
                                                                                                                                                                                                                                                                                                             |




                                                                                                                                                                                                                                                                                                                          X
                                                                                                                                                                                                                                                                                                                        7




                                                                                                                                                                                                                                                                                     9              8                                                                                                                                                                                                                                                W                       EXISTING WATER RETICULATION
                                                                                                                                       CO            SP195871                                             X            X               X                    X                    X           X               X
                                                                                                                                         N                                                                                                                                                                                                                                                                                                                                                                                                           S                       EXISTING SEWER RETICULATION
                                                                                                                                      ARE SERV                                                                BUND RL9.25MIN
                                                                                                                                                                                                                                                                                 BUND RL9.25MIN                                  PROPOSED STAGE L9 RAPID
                                                                                                                                         A (P ATIO                                                                                                                                                                               INFILTRATION PIT (SOUTH) 5 OFF
                                                                                                                                             OS
                                                                                                                                                CW N                                                                                                                                                                             @ 1800dia x 2.4m DEEP. REFER
                                                                                                                                                  P)                                                                                                               PROPOSED 3m WIDE                                              DETAIL. SL8.75
                                                                                                                                                                                                                                                                   EMERGENCY (>Q100)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0                4                  8       12        16     20m
                                                                                                                                                                                                                                                                  OVERFLOW WEIR RL9.05

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SCALE 1:200 A1, 1:400 A3


NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                               PURPOSES.
                                                                                                                       PBL                                                                                                                                                                                                                                              PROJECT:                                                                                                                                       DRAWING TITLE:
                                                                                                                                                                                                                                                                                                                            Brah 101 pty ltd t/a Alta Projects
                                                                                                                                                                                         Drawn: PBL
                                                                                                                                                                                                                                                                                                                            A.B.N. 91 611 354 511                                                                                                                                                                      PRELIMINARY DRAINAGE LAYOUT
                                                                                                                                                   FOR APPROVAL                           Date: JUNE 2021                                                                                                                   26 Memorial Avenue, Cotton Tree             PROPOSED RESIDENTIAL DEVELOPMENT LOT 9
                                                                                                                                                         NOT FOR CONSTRUCTION                                                                                                                                               PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                                                         Revision     Sheet
                                                                                                                                                                                    Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                            Tel (07) 5475 4125 Fax (07) 5479 1607       at SERENITY CLOSE, NOOSA                                                                                                                       DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         A6107/21/L9/PD01                                A         1 of 1
                                                                                                                                                        STEVEN HARRISON
                                                                                                                                                                                                                                                                                                                            Email: [email protected]
  A    23/08/2021   ISSUE FOR APPROVAL                                                                                                PBL   S.H.
                                                                                                                                                   .......................
                                                                                                                                                       DIRECTOR APPROVAL                  Datum AHD
                                                                                                                                                                                                                                                                                                                            Web: http://www.alta.net.au                 for CAPE BOUVARD DEVELOPMENTS
 REV    DATE                                 DESCRIPTION                                                                              BY    CHKD       RPEQ - 4784                         A1 SHEET SIZE                                                                                                                                                                                                                                                            Council
                                                                                                                                                                                                                       FILENAME : a6107-21-L9-D01.dwg - DATE : 23/8/21 - 2:25pm - XREF's: X-BASE; X-ARCH LOWER GROUND; X-ARCH UPPER GROUND; X-ARCH STG4B LANDSCAPE; X-ARCH STG4B LANDSCAPE LEVELS; X-ARCH STG4B LEVEL1; X-SURVEY; X-LANDSCAPE UPPER; X-LANDSCAPE LOWER; X-ARCHRef:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               STG4B BASEMENT; H-Approved-SH; H-Checked-SH