Referenced Doc - Effluent - MCU24/0071

     PROJECT:
                                                                                                                                                                                                                         REVISIONS
                                                                                                                                                                                                         #    DATE       SUBJECT            AUTHORISED

     ONSITE WASTEWATER TREATMENT AND EFFLUENT DISPOSAL SYSTEM                                                                                                                                            A    27/05/2024 REVISION A         C. TAYLOR




     FOR PROPOSED 'NATURE BASED TOURISM' CABINS
   GENERAL NOTES                                                                      LEGEND
    1. LOCATION OF HSTP, ORG, VENT PIPE AND OTHER WASTE PIPES TO BE DETERMINED BY
        PLUMBER
                                                                                                      PROPERTY BOUNDARY                                                                                        TAYLOR ENVIRONMENTAL
                                                                                                      EASEMENT
    2. REFER TO COMPLIANCE PERMIT FOR CONDITIONS OF COUNCIL APPROVAL                                  CONTOUR - MINOR
    3. PROPERTY FEATURES, STRUCTURES AND CONTOURS HAVE BEEN REPRODUCED BASED ON                       CONTOUR - MAJOR                                       TABLELANDS ROAD
        THE BEST AVAILABLE INFORMATION AND MAY NOT BE COMPLETE OR ACCURATE                            DECOMMISSION
    4. THE SYSTEM INSTALLER IS RESPONSIBLE TO ESTABLISH THE LOCATION, LEVELS AND
        DEPTHS OF ALL EXISTING SERVICES ON-SITE PRIOR TO COMMENCING ANY WORKS                         FENCE
    5. LOCATIONS AND SETOUT DIMENSIONS SHOWN ARE APPROXIMATE ONLY AND ARE TO BE                       MSES VEGETATION
        CONFIRMED ON SITE.                                                                            VEGETATION LINE
    6. ACCESS AND LAY DOWN AREAS ARE TO BE CONFIRMED BY THE SYSTEM INSTALLER                          TREE LINE
    7. EXISTING BUILDINGS AND EXTERNAL STRUCTURES SHOWN ON THESE DRAWINGS ARE                         INTERMITTENT WATERBODY
        OBTAINED FROM THE AVAILABLE INFORMATION AND MAY NOT BE COMPLETE AND                           PERMANENT WATERBODY
        ACCURATE                                                                                      FLOW PATH
    8. ALL DIMENSIONS ARE IN MM U.N.O                                                                 DEFINED FLOOD LINE
    9. PLUMBING AND DRAINAGE TO QLD PLUMBING & WASTEWATER ACT, AS / NZS 3500                          CHANGE OF GRADE
    10. ALL PIPE WORK TO AS / NZS 4020                                                                TOP OF BANK
    11. ALL TANKS TO BE INSTALLED AND ANCHORED IN COMPLIANCE WITH THE                                 RETAINING WALL
        MANUFACTURERS SPECIFICATIONS
    12. FLEXIBLE JOINTS ON ALL INSTALLED TANKS (AS / NZS 3500)                                        WASTEWATER COMPONENT
    13. THERE SHALL BE NO CROSS CONNECTION BETWEEN ANY WASTEWATER / EFFLUENT                          GRAVITY DRAINAGE - NEW
        PIPEWORK AND ANY POTABLE WATER SUPPLY PIPEWORK                                                GRAVITY DRAINAGE - EXISTING
    14. MINIMUM DISTANCE BETWEEN TANKS AND BUILDINGS TO BE MAINTAINED (AS/NZS 3500)                   RISING MAIN - NEW
    15. USE ONLY A LICENSED DRAINER THAT HAS BEEN ACCREDITED BY THE SYSTEM                            RISING MAIN - EXISTING
        SUPPLIER.
    16. FINAL LOCATION OF THE LAND APPLICATION AREA AND ASSOCIATED PIPE WORK CAN                      STORMWATER PIPE
        ONLY BE ALTERED ON SITE TO MEET THE SITE CONDITIONS AFTER APPROVAL FROM                       WATER MAINS                                                                                               QBCC LICENCE NUMBER 150 556 72
        TAYLOR ENVIRONMENTAL (AUSTRALIA) PTY LTD                                                      ELECTRICAL - OVER HEAD                                                                                      ABN NUMBER 37 147 807 420
    17. GRADE ALL BATTERS EVENLY AT 1 IN 5, UNLESS NOTED OTHERWISE                                    ELECTRICAL - UNDERGROUND                                                   PROPOSED CABINS
    18. ANY SOILS ENCOUNTERED WHICH SHOW EVIDENCE OF CONTAMINATION ARE TO BE                          COMMS SERVICES
        STOCKPILED SEPARATELY. CONTAMINATED SOIL SHALL BE HANDLED IN ACCORDANCE                       NBN SERVICES                                                                                                    PHONE: 0400 301 364
        WITH ALL WORKPLACE HEALTH & SAFETY AND ENVIRONMENTAL REGULATIONS                              TELSTRA SERVICES                                                                                           EMAIL: [email protected]
    19. IT IS THE INSTALLERS RESPONSIBILITY TO PROVIDE ACCURATE 'AS CONSTRUCTED'                      GAS SERVICES
        DRAWINGS TO RELEVANT LOCAL AUTHORITY AND INCUR ASSOCIATED COST                                FIRE MAIN SERVICES                                                                                          WEB: www.taylorenviro.com.au
    20. ALL DISTURBED AREAS TO BE REINSTATED TO NATURAL GROUND CONDITIONS
    21. EXISTING TOPSOIL IS TO BE RETAINED AND SET ASIDE (WINDROWED) TO PREVENT       MATERIAL SCHEDULE        UNLESS OTHERWISE NOTED
        DAMAGE FROM MACHINERY AND REDISTRIBUTED ONCE INSTALLATION IS COMPLETE                                                                                                  PROPOSED WASTEWATER
    22. AT LEAST A 5 TONNE MACHINE WITH POSI-TRACK SYSTEM IS REQUIRED FOR             DRAINAGE        ∅100    uPVC                                                             MANAGEMENT FACILITY
        EARTHWORKS TO ELIMINATE POTENTIAL TRACK INDENTATIONS INTO GROUND LEVEL        RISING MAINS    ∅32od   PN12.5 POLYETHYLENE
    23. ALL MATERIALS SHALL BE NEW, PROVEN IN SERVICE AND SUITABLE FOR THE INTENDED
                                                                                                              (LILAC COLORED)
        USE
    24. IT IS THE RESPONSIBILITY OF THE INSTALLER TO ENGAGE THE DESIGNER TO
                                                                                      SPRINKLER HOSE ∅19      LOW DENSITY POLYETHYLENE
                                                                                                              (LILAC COLORED)
                                                                                                                                                                                                             WASTEWATER TREATMENT &
        UNDERTAKE INSPECTIONS DURING INSTALLATION. FAILURE TO DO SO WILL RESULT IN
        THE FORM 8 / COMMISSIONING CERTIFICATE NOT BEING ABLE TO BE COMPLETED         DRIPLINE        ∅16     LOW DENSITY POLYETHYLENE
                                                                                                              (PRESSURE COMPENSATING EMITTERS)
                                                                                                                                                                                                             EFFLUENT DISPOSAL SYSTEM
    25. DO NOT SCALE FROM DRAWINGS
    26. TAYLOR ENVIRONMENTAL TAKES NO RESPONSIBILITY FOR WORKS UNDERTAKEN BY THE                              (LILAC COLORED)
        INSTALLER AND/OR INSTALLATIONS THAT ARE NOT IN ACCORDANCE WITH THESE PLANS    SLOTTED PIPE    ∅100    uPVC WITH SLOTS
    27. THESE PLANS ARE TO BE READ IN CONJUNCTION WITH THE SITE AND SOIL REPORT,                                                                                              EXISTING STRUCTURES NOT    AUTHORISED FOR ISSUE              DATE
        ARTICULATED JOINT DESIGN AND REGULATOR ISSUED COMPLIANCE PERMITS                                                                                                      PART OF THIS APPLICATION
                                                                                      ABBREVIATIONS                                                                                                                                     27/05/2024
   SANITARY DRAINAGE AND PLUMBING
    1. SANITARY DRAINAGE SHALL BE ∅100 UPVC AT A 1:60 MINIMUM GRADE                   AAV        AIR ADMITTANCE VALVE
    2. IO's UNDER CONCRETE/IMPERMEABLE GROUND COVERINGS SHALL BE TAKE TO SURFACE      AS         AUSTRALIAN STANDARD
        LEVEL AS AN IOS AND FITTED WITH AN APPROVED SCREW CAP                         B          HAND BASIN
                                                                                                                                                                                                         STREET ADDRESS
    3. ORG' RISERS SHALL BE TO AS3500.2 AND EXTEND TO AN APPROVED GRATE AT 150mm      BTH        BATH TUB                                                                                                486 TABLELANDS ROAD, COORAN 4569
        BELOW LOWEST FIXTURE, 75mm ABOVE GROUND LEVEL AND ABOVE DEFINED FLOOD         COS        CLEAR OUT TO SURFACE
        LEVEL                                                                         CS         CLEANERS SINK                                                                                           LOT & PLAN
    4. UNDERSLAB SANITARY DRAINAGE SHALL BE INSTALLED IN ACCORDANCE WITH THE          DG         DISCONNECTOR GULLY
        ARTICULATED JOINT DESIGN (WHERE REQUIRED) AND AS3500.2 APPENDIX G             DW         DISHWASHER                                                                                              LOT 2 RP165079
    5. LAGGING IN ACCORDANCE WITH AS3500                                              e??        EXISTING ITEM
    6. BURIED PIPEWORK SHALL BE TRENCHED IN ACCORDANCE WITH AS3500.1 SECTION 5        FFL        FINISHED FLOOR LEVEL                                                                                    COUNCIL
                                                                                      FSL        FINISHED SURFACE LEVEL
   INSTALLATION                                                                       FWG        FLOOR WASTE GRATE
                                                                                                                                                                                                         NOOSA COUNCIL
     1. IT IS THE INSTALLERS RESPONSIBILITY TO ENSURE THAT ALL COMPONENTS COMPLY      HSTP       HOME SEWAGE TREATMENT PLANT
         WITH THESE GUIDES UPON COMMISSIONING OF THIS SYSTEM
                                                                                                                                                                                                         NAME OF CLIENT
                                                                                      IL         INVERT LEVEL
     2. ALL BURIED PIPE WORK IS TO BE IDENTIFIED WITH UNDERGROUND MARKING TAPE        IO         INSPECTION OPENING                                                                                      THOMPSON
         PLACED ABOVE THE PIPE WORK                                                   IOS        INSPECTION OPENING TO SURFACE
     3. ALONG THE BOUNDARY OF THE LAND APPLICATION AREA THERE SHALL BE AT LEAST 2     IV         INDEXING VALVE                                                                                          DESIGNER
         WARNING SIGNS CLEARLY VISIBLE TO ADVISE THAT RECYCLED WATER IS USED (EACH    LAA        LAND APPLICATION AREA
         SIGN SHALL COMPLY WITH AS1319 AND HAVE THE WORDING RECYCLED WATER - AVOID    LT         LAUNDRY TUB                                                                                             C. TAYLOR
         CONTACT DO NOT DRINK)                                                        NGL        NATURAL GROUND LEVEL
                                                                                      ORG        OVERFLOW RELIEF GULLY                                                                                   DRAWN
   MAINTENANCE                                                                        OSSF       ON-SITE SEWAGE FACILITY                                                                                 M. MAHONY
    1. SYSTEM TO BE SERVICED AND MAINTAINED IN ACCORDANCE WITH MANUFACTURE            RL         REDUCED LEVEL
        SPECIFICATIONS AND COUNCIL GUIDELINES                                         S          SINK                                                                                                    DRAWING DETAILS
    2. SEPTIC TANKS TO BE CHECKED FOR SOLIDS BUILD UP ANNUALLY                        SHR        SHOWER
    3. SEPTIC TANKS TO PUMPED OUT IF 31 FULL OF SOLIDS OR 5 YEARS (WHICHEVER IS       ST         STACK                                                                                                   TITLE PAGE
        SOONER)                                                                       UR         URINAL
                                                                                      V          VENT                                                                                                    JOB NUMBER
    4. LAND APPLICATION IS IMPORTANT AND IS TO BE REGULARLY MOWED AND ANIMALS
        AND VEHICLES EXCLUDED                                                         WC         WATER CLOSET                                    SUBJECT PROPERTY                                        TE24855
                                                                                                                                                     1:3000 @ A3                                              SCALE          REVISION        DWG #
                                                                                                                                                                                                              1:3000            A              SL0

Document Set ID: 23040840
Version: 1, Version Date: 31/05/2024