Stormwater Management Plan MCU17/0014

                                                                                                                                                                                                         GENERAL NOTES
                                                        STORMFILTER DESIGN TABLE
                                                                                                                                                             1. THIS IS A GENERAL ARRANGEMENT DRAWING. IT IS NOT A FOR CONSTRUCTION DRAWING
                                                                                                                                                             2. INLET AND OUTLET PIPING SHALL BE SPECIFIED BY SITE CIVIL ENGINEER (SEE PLANS) AND PROVIDED BY CONTRACTOR.
   · THE STORMFILTER TREATMENT CAPACITY VARIES BY NUMBER OF FILTER CARTRIDGES INSTALLED AND BY REGION SPECIFIC
                                                                                                                                                                STORMFILTER IS PROVIDED WITH OPENINGS AT INLET AND OUTLET LOCATIONS.
   INTERNAL FLOW CONTROLS.
                                                                                                                                                             3. IF THE PEAK FLOW RATE, AS DETERMINED BY THE SITE CIVIL ENGINEER, EXCEEDS THE PEAK HYDRAULIC CAPACITY OF THE
   · THE STANDARD CONFIGURATION IS SHOWN. ACTUAL CONFIGURATION OF THE SPECIFIED STRUCTURE(S) PER CIVIL ENGINEER
                                                                                                                                                                PRODUCT, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. PLEASE CONTACT STORMWATER360 FOR OPTIONS.
     WILL BE SHOWN ON SUBMITTAL DRAWING(S).
                                                                                                                                                             4. THE FILTER CARTRIDGE(S) ARE SIPHON-ACTUATED AND SELF-CLEANING. THE STANDARD DETAIL DRAWING SHOWS THE
   · ALL PARTS PROVIDED AND INTERNAL ASSEMBLY BY STORMWATER360 UNLESS OTHERWISE NOTED.                                                                          MAXIMUM NUMBER OF CARTRIDGES. THE ACTUAL NUMBER SHALL BE SPECIFIED BY THE SITE CIVIL ENGINEER ON SITE
CARTRIDGE TYPE                                                         690                              460                          310                        PLANS OR IN DATA TABLE BELOW. CONCRETE STRUCTURE TO BE PROVIDED BY OTHERS.
SYSTEM HYDRAULIC DROP               (H - REQ'D. MIN.)                  930                              700                          550                     5. SEE STORMFILTER DESIGN TABLE FOR REQUIRED HYDRAULIC DROP. FOR SHALLOW, LOW DROP OR SPECIAL DESIGN
                                                                                                                                                                CONSTRAINTS, CONTACT STORMWATER360 FOR DESIGN OPTIONS.
                                        DETENTION TANK CONSTRUCTED                                                                                           6. ALL WATER QUALITY PRODUCTS REQUIRE PERIODIC MAINTENANCE AS OUTLINED IN THE O&M GUIDELINES. PROVIDE THE
                                             BY OTHERS ON SITE                                                                                                  MINIMUM RECOMMENDED INTERNAL CLEARANCE FOR MAINTENANCE ACCESS, AS NOTED ON DRAWING. WHERE
                                                                                                                                                                THIS INTERNAL CLEARANCE CANNOT BE ACHIEVED, PLEASE SPEAK TO SW360.
                                                                                                                                                             7. STRUCTURE AND ACCESS COVERS DESIGNED BY OTHERS. ACCESS COVERS TO BE A MINIMUM 900X900 ABOVE CARTRIDGES.
                                                                                                                                                                O.H&S REGARDING ACCESS COVERS AND TANK ACCESS TO BE ASSESSED BY OTHERS ON SITE.
                                                                                                                                                             8. THE STRUCTURE THICKNESSES SHOWN ARE FOR REPRESENTATIONAL PURPOSES AND VARY REGIONALLY.
                                                                                         O.S.D. STORAGE                                                      9. ANY BACKFILL DEPTH, SUB-BASE, AND OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND
                                                                                                                                                                SHALL BE SPECIFIED BY SITE CIVIL ENGINEER.
                                                                                               4500                                                          10. CARTRIDGE HEIGHT AND ASSOCIATED DESIGN PARAMETERS PER STORMFILTER DESIGN TABLE.
                                                                                                                                                             11. STORMFILTER BY STORMWATER360 AUSTRALIA: PHONE: 1300 354 722 www.stormwater360.com.au
                                                            UNDERDRAIN AND FALSE FLOOR                              STORMFILTER WALL
                                                                INSTALLED BY SW360                                     CAST IN-SITU
                                                                                                                       (BY OTHERS)




  DISCHARGE                                                                                                                                                                                                                                             SITE SPECIFIC
                                                   675




  CONTROL BY
    OTHERS                                                                                                                                                                                                                                           DATA REQUIREMENTS
                                         2100




                                                                                                                                                                                                                                           STRUCTURE ID                                  XXX
                                                   450




                                                                                                                                                     INLET
                                                                                                                                                                                                                                           WATER QUALITY FLOW RATE (L/S)                 XXX
                                                                                                                                                                                                                                           PEAK FLOW RATE (L/S)                          XXX
  OUTLET                                                                                                                                                                                                                                   RETURN PERIOD OF PEAK FLOW (yrs)              XXX
                                                   675




                                                                                                                                                                                                                                           # OF CARTRIDGES REQUIRED                       6
                                                                                                                                                                                                                                           CARTRIDGE HEIGHT (310, 460 or 690mm)          690
                                                                                                                                                                                                                                           MEDIA TYPE (PSORB OR ZPG)                     XXX
                                                                                          900 x 900 ACCESS
                                             100mm DIAMETER VOID TO                                                                                                                                          STORMFILTER CARTRIDGE         PRECAST VAULT WEIGHT                   - kg
                                                                                         COVER OVER TOP OF                                                                                                      FILTRATION UNIT
                                                 BE LEFT IN WALL FOR
                                            UNDERDRAIN INSTALLATION
                                                                                           CARTRIDGE BAY                                                                                                                                   PRECAST LID WEIGHT                     - kg
                                                                                         SUPPLIED BY OTHERS
                 ALTERNATIVE                                                                                                  ALTERNATIVE                                                                                                  PIPE DATA:       I.L.         MATERIAL DIAMETER
                   OUTLET                                                                                                        INLET                                                                                                     INLET PIPE #1    XXX          MATERIAL    XXX
                                                                 PLAN LAYOUT                                                                                                                                      FALSE FLOOR
                                                                                                                                                                                                                                           INLET PIPE #2    XXX          MATERIAL    XXX
                                                                                                                                                                                                                                           OUTLET PIPE      XXX          MATERIAL    XXX
                                                                                                                                                                                                                      PIT                  RIM RLs
                                                                                                                                                                                                                     BASE
                                                                                   900 SQUARE ACCESS
               DETENTION TANK LID                                                   COVER SUPPLIED &                             STORMFILTER WALL CAST                                                                                     UPSTREAM                          DOWNSTREAM
                                                                                  INSTALLED BY OTHERS                              IN-SITU (BY OTHERS)                                  STORMFILTER
                                                                                                                                                                                      CARTRIDGE DETAIL                                         XXX
                                                                                                                                                                                                                                                               FLOW
                                         O.S.D. STORAGE
                                                                                                                                                                   1500 RECOMMENDED




                                                                                                                                                                                                                                           ANTI-FLOTATION BALLAST         XXX            XXX
                                                                                                                                                                       MIN HEIGHT
                                                                                                                                                                       (see note 6)




                                                                                                                                                                                                                                                                          XXX            XXX
                                                                                                                                                             780




                                                                                                                                                     INLET
                                                                                                                                                                                                                                           NOTES/SPECIAL REQUIREMENTS:
                                         930




  OUTLET

                                                                                                              4500 x 2100 x 150 mm DEEP VOID FOR
                                                                                                                      STORMFILTER FITOUT                                                                                    STORMWATER360 AUSTRLALIA                                     DRAWING


                                                                                                                                                                                                                  STORMFILTER DETENTION TANK
                                                                       SECTION                                                                                                                                                                                                             1
                                                                                                                                                         Stormwater 360                                        6 CARTRIDGE STORMFILTER SYSTEM
                                                                                                                                                                                                                   FIRST FLUSH GENERAL ARRANGEMENT                                         A
                                                                                                                                                                                                       DATE: 03-11-16    FILE NAME: 6C-DET-TANK-STD-690                DRN:AMCN   CHK:MW