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220239 - 44 Williams Road, KIN KIN - SSE - TE222036 - 44 Williams Road, Kin Kin QLD 4571 (1) (1)
Attached to the e-mail MCU22/0168 - Information Response - 44 Williams Road Kin Kin.
GENERAL NOTES
1. THE SYSTEM INSTALLER IS RESPONSIBLE TO ESTABLISH THE SOIL CHARACTERISTICS PRIMARY DWELLING
LOCATION, LEVELS AND DEPTHS OF ALL EXISTING SERVICES
ON-SITE PRIOR TO COMMENCING ANY WORKS 0 - 1650 SILTY CLAY (CL)
SOIL
2. LOCATIONS AND SETOUT DIMENSIONS SHOWN ARE APPROXIMATE
ONLY AND ARE TO BE CONFIRMED ON SITE.
1650 - 2250 SANDY CLAY (CL) REVISIONS
3. ACCESS AND LAY DOWN AREAS ARE TO BE CONFIRMED BY THE STRUCTURE MODERATE / STRONG # DATE SUBJECT AUTHORISED
SYSTEM INSTALLER A 14/06/2022 REVISION A C. TAYLOR
4. EXISTING BUILDINGS AND EXTERNAL STRUCTURES SHOWN ON THESE DISTRIBUTION BOX
SOIL CATEGORY 4/5
DRAWINGS ARE OBTAINED FROM THE AVAILABLE INFORMATION AND
MAY NOT BE COMPLETE AND ACCURATE PERMEABILITY 0.12 - 0.5 m/DAY
5. ALL DIMENSIONS ARE IN MM U.N.O
6. NO TREES TO REMAIN WITHIN 2.0m OF AES FOOTPRINT DESIGN LOADING RATE 10 mm/DAY OFFSET ADAPTER COUPLINGS STRAIGHT RAISED CONNECTOR LOW VENT
7. PLUMBING AND DRAINAGE TO QLD PLUMBING & WASTEWATER ACT,
AS / NZS 3500 DESIGN VOLUME
8. ALL PIPE WORK TO AS / NZS 4020
900
9. ALL TANKS TO BE INSTALLED AND ANCHORED IN COMPLIANCE WITH WATER SUPPLY RAIN WATER
THE MANUFACTURERS SPECIFICATIONS
10. FLEXIBLE JOINTS ON ALL INSTALLED TANKS (AS / NZS 3500)
2330
VOLUME ALLOWANCE 120 L/P/DAY
11. THERE SHALL BE NO CROSS CONNECTION BETWEEN ANY
1430
WASTEWATER / EFFLUENT PIPEWORK AND ANY POTABLE WATER NUMBER OF BEDROOMS 3 INSPECTION POINT INSPECTION POINT
SUPPLY PIPEWORK
12. MINIMUM DISTANCE BETWEEN TANKS AND BUILDINGS TO BE
TAYLOR ENVIRONMENTAL
DESIGN POPULATION 5
MAINTAINED (AS/NZS 3500)
13. USE ONLY A LICENSED DRAINER THAT HAS BEEN ACCREDITED BY TOTAL DESIGN VOLUME 600 L/DAY
THE AES SYSTEM SUPPLIER. THE SUPPLIER WILL NOT PROVIDE THE
AES PIPES UNLESS THE LICENSED DRAINER HAS BEEN TRAINED AND
2000
6660
DISPOSAL AREA ∅100 uPVC DWV
ACCREDITED
14. AES PIPES MUST BE INSTALLED AS PER AES INSTALLATION DISPOSAL AREA REQUIRED A = Q/DLR = 60.0 m²
INSTRUCTIONS.
15. FINAL LOCATION OF AES BEDS AND ASSOCIATED PIPE WORK CAN INSTALL AS 2x [12.6 x 2.33] = 60 m²
ONLY BE ALTERED ON SITE TO MEET THE SITE CONDITIONS AFTER
900
APPROVAL FROM TAYLOR ENVIRONMENTAL (AUSTRALIA) PTY LTD TYPE OF FACILITY ADVANCED ENVIRO SEPTIC
16. GRADE ALL BATTERS EVENLY AT 1 IN 5, UNLESS NOTED
OTHERWISE
2330
TREATMENT PLANT APPROVAL 15 / 2019
17. ANY SOILS ENCOUNTERED WHICH SHOW EVIDENCE OF
1430
CONTAMINATION ARE TO BE STOCKPILED SEPARATELY. TREATMENT LEVEL ADVANCED SECONDARY
CONTAMINATED SOIL SHALL BE HANDLED IN ACCORDANCE WITH ALL
WORKPLACE HEALTH & SAFETY AND ENVIRONMENTAL REGULATIONS AES CALCULATOR OUTCOMES
18. IT IS THE INSTALLERS RESPONSIBILITY TO PROVIDE ACCURATE 'AS
CONSTRUCTED' DRAWINGS TO RELEVANT LOCAL AUTHORITY AND
NUMBER OF AES PIPE ROWS 2
INCUR ASSOCIATED COST 300 6000 300 6000 300
19. ALL DISTURBED AREAS TO BE RE-GRASSED AND RECTIFIED
20. EXISTING TOPSOIL IS TO BE RETAINED AND SET ASIDE
NUMBER OF AES PIPES/ROW 4.0
(WINDROWED) TO PREVENT DAMAGE FROM MACHINERY AND
12900
BUFFER CAPACITY 1738 L
REDISTRIBUTED ONCE INSTALLATION IS COMPLETE
21. AT LEAST A 5 TONNE MACHINE WITH POSI-TRACK SYSTEM IS
BILL OF QUANTITIES
QBCC LICENCE NUMBER 150 556 72
REQUIRED FOR EARTHWORKS TO ELIMINATE POTENTIAL TRACK ABN NUMBER 95268308955
INDENTATIONS INTO GROUND LEVEL
22. IT IS THE RESPONSIBILITY OF THE INSTALLER TO ENGAGE THE
AES PIPES 8
DESIGNER TO UNDERTAKE INSPECTIONS DURING INSTALLATION. Phone: +61 400 301 364
FAILURE TO DO SO WILL RESULT IN THE FORM 8 / COMMISSIONING COUPLINGS [AESC] 4 Email: [email protected]
CERTIFICATE NOT BEING ABLE TO BE COMPLETED
OFFSET ADAPTOR [AESO] 8 AES BED PLAN VIEW Web: www.taylorenviro.com.au
INSTALLATION
- IT IS THE INSTALLERS RESPONSIBILITY TO ENSURE THAT ALL OXYGEN DEMAND VENT [AESODV] 2
COMPONENTS COMPLY WITH THESE GUIDES UPON COMMISSIONING OF
THIS SYSTEM INSPECTION POINT BASE [AESIPB] 4
- ALL BURIED PIPE WORK IS TO BE IDENTIFIED WITH UNDERGROUND
MARKING TAPE PLACED ABOVE THE PIPE WORK CLEAN COURSE SAND 28 m² WASTE WATER TREATMENT &
- ALONG THE BOUNDARY OF THE LAND APPLICATION AREA THERE
AES FOOTPRINT
EFFLUENT DISPOSAL SYSTEM
SHALL BE AT LEAST 2 WARNING SIGNS CLEARLY VISIBLE TO
ADVISE THAT RECYCLED WATER IS USED (EACH SIGN SHALL
COMPLY WITH AS1319 AND HAVE THE WORDING RECYCLED WATER - LENGTH WIDTH AREA STORMWATER DIVERSION
AVOID CONTACT DO NOT DRINK) AUTHORISED FOR ISSUE DATE
AES SYSTEM 25.8 m 0.9 m 23.2 m²
MAINTENANCE GRASS
- SEPTIC TANKS TO BE CHECKED FOR SOLIDS BUILD UP ANNUALLY EXTENSION AREA 25.8 m 1.43 m 36.8 m² INSPECTION POINT 14/06/2022
150 MIN
- SEPTIC TANKS TO PUMPED OUT IF 31 FULL OF SOLIDS OR 5 YEARS LOW VENT
TOTAL 25.8 m 2.33 m 60.0 m²
(WHICHEVER IS SOONER) STREET ADDRESS
150 MIN
- LAND APPLICATION IS IMPORTANT AND IS TO BE REGULARLY 22% S INSPECTION POINT
1060 APPROX
MOWED AND ANIMALS AND VEHICLES EXCLUDED LOPE 44 WILLIAMS RD, KIN KIN 4571
APPROVED SAND
150 LOT & PLAN
300 300 BACK FILL 3 SP127443
750
COUNCIL
300
150
NOOSA SHIRE
∅100 LOW VENT WITH
150
MOSQUITO PROOF MESH 900 1430 NAME OF CLIENT
300 300
2330 COTTERILL
750
TURF ALL FINAL GRADES. NO DEEP ROOTED
ROTATE
PLANTS ON SYSTEM OR OVERFILL AREAS
DESIGNER
300
150
150
ROTATE UNTIL LEVEL WITH TOP RIP & SCARIFY 300mm C. TAYLOR
OF OFFSET ADAPTER
TOP VIEW APPLY GYPSUM 1kg/m² DRAWN
100 900 1430
50-100MM 2221 ° ELBOW 100MM ∅ S&D PIPE
LEVEL
GEOTEXTILE FIBER WRAP
2000 2330 M. MAHONY
LEVEL
RANDOMLY ORIENTATED DRAWING DETAILS
FIBER MAT
SLOPE
PRIMARY DWELLING DETAIL
AES PIPE
ADVANCED E-S PIPE SIDE VIEW OFFSET ADAPTERS
OFFSET ADAPTOR JOB NUMBER
ORIGINAL SOIL TE222036
APPROVED SAND
AES BED SECTION VIEW SCALE REVISION DWG #
STRAIGHT RAISED CONNECTION LOW VENT N/A A SL2
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