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App D - Effluent
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
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