tam nsw health...septic tanks to be manufaclured and tested in accoroance with as/nzs 1546.11998...
TRANSCRIPT
tam NSW GOVERNMENT
Health
Certificate of Accreditation Sewage Management Facility
Septic Tanks & Collection Wells
This Certificate of Accreditation is issued by the Secretary of the
NSW Ministry of Health pursuant to Clause 41(1) of the Local
government (general) Regulation 2005.
Manufacturer: Eco-Septic Pty Ltd t/a Econocycle
Of: 65 Warradale Road, Warragamba, NSW, 2752
The concrete Eco-Sep tic Septic Tanks and Collection Wells as described in the following Schedule have been accredited as sewage
management facilities for use in single domestic premises in NSW
Director, Environmental Health for Secretary (delegation PH335)
Issued: 3 July 2018
Certificate No: STCW037 Expires: 31 December 2022
The Certificate Septic
Accreditation
ortog. AWN& NSW GOVERNMENT
of Accreditation Tanks and
H
Collection
ea
applies
I t
Schedule
h
to the following Wells
Model Description Size
Septic Tank Vertical axis type cylindrical precast steel fibre reinforced concrete, with partitions, lid, access
cover, and inlet and outlet fittings. Burial depth
of all tank lid is restricted to 0-500 mm
2,800 L 3,150 L
3,600 L
4,500L
5,500L
7,000L
Collection Well Vertical axis type cylindrical precast steel fibre reinforced concrete. Certification applies only to
the construction of the tank, lid, access cover and
inlet fitting. It does not include the internal
fittings or partitions. Burial depth of all tank lid
is restricted to 0-500 mm
3,250 L
3,750 L
4,500L
5,500L
7,000 L
7,000 L flat/side 7,300 L
7,300 L flat/side
8,000L
9,000L 10,000L
Combined Septic Tank/
Collection well
Vertical axis type cylindrical precast steel fibre
reinforced concrete. Certification applies only to
the construction of the tank, lid, access cover and
inlet fitting. It does not include the internal fittings or partitions.
7100 L
0100mm INLET
geonocycle INNEN...111111111 AERATED WASTEWATER MAMMY SYSTEMS , Oil
COPYRIGHT
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0100mm OUTLET
APPROVED
- 3 JUL 2018
NSW MINISTRY OF HEALTH
or 26137010
1310
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131130 FOR
PIPES 33013
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NOTES
1. SEPTIC TANKS TO BE MANUFAE111RED ANO TESTED IN ACCORDANCE WITH ASINZS 1946.11998 ONSITE DOMESTIC WASTEWATER TREATMENT UNITS PART 1 SEPTIC TANKS
2. CONCRETE STRENGTH Fr = 40MPn, SLUMP = 100mm, MM. AGGREGATE SIZE = 10min
3. CONCRETE TO BE VIBRATED TO ENSURE TFf MOULD IS FILLED WTH WELL COMPACTED CONCRETE
4. TANKS TO BE REINFORCED W1111 BHP FIBRE STEEL - 184EE OR EDUIVALENT, MIXED AT A RATE OF 75kg/103 OF CONCRETE
5. LIFTING HOOKS TO BE REID SWIFT LIFTS 4 x 2.5 TONNE ANCHORS TO BE CAST INTO THE BASE OF THE TANK, lx 13 TONNE ANCHORS TO BE CAST INTO THE TANK LIDS
murr SEPTIC TANK ml
2800L CONCRETE TANK ASSY NSW HEALTH CERTIFICATION DRAWING
MISS MOUSE SPEOPEC ALL 111MCNSICKS IRE IN MN 1301 1010
A3 0410 1321110 10/09/2013
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AERATED WASTEWATER TREATMENT SYSTEMS r
5 6
NOTES
1. SEPTIC TANKS TO BE MANUFAClURED AND TESTED IN ACCOROANCE WITH AS/NZS 1546.11998 ONSITE DOMESTIC WASTEWATER TREATMENT
UNITS PART 1 SEPTIC TANKS
2. CONCRETE STRENGTH FG = 40MPtl, SLUMP = 100mm, MAX. AGGREGATE SIZE = 10rnm
3. CONCRETE TO BE VIBRATE] TO ENSURE THE MOULD IS FILLED WITH WELL COMPACTED CONCRETE
4. TANKS TO BE REINFORCED WITH BHP FIBRE STEEL - 184EE OR EGUIVALENT, MIXED AT A RATE OF 75kg/m3 OF CONCRETE
5. LIFTING HOOKS TO BE REID SWIFT LIFTS 4 x 2.5 TONNE ANCHORS TO BE CAST INTO TEE BASE OF THE TANK 3 z 13 TONNE ANC - CI: 11 BE CAST INTO THE TANK LIDS
IOPYRIGHT TRAM BT
P MCKAY 00ELLE0 BY
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LET TI
RT201 EIRIP FRS ASSES
ISSLEU FOR 1551
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500
0 1900
0 moo
0 540
A
0100mm OUTLET
APPROVED
- 3 JUL 2018
NSW MINISTRY OF HEALTH
STALE
DO NOT SCALE
LT SEPTIC TANK TILL 3150L CONCRETE TANK ASSY
NSW HEALTH CERTIFICATION ORAWINE ALES OTHROSE SFtLIF1E0
ALL IIIMENRIS WE IT MM ELITE I SI/1
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NOTES: 1. SEPTIC TANKS TO BE MANUFACTURED ANC TESTED IN ACCORDANCE WITH AS/NZS 154612008
2. CONCRETE STRENGTH = 40MPa
3. CONCRETE TO BE VIBRATED TO ENSURE WELL COMRACTEO CONCRETE
4. TANKS TO BE REINFORCED WITH FIBRE STEEL
5. LIFTING TO BE "REID SWIFT LIFTS 4 x 25 TONNE FOOT ANCHORS CAST INTO BASE OF THE TANK, Ox 13 TONNE ANCHORS CAST INTO TANK LIDS
OROS&
ATE
0100mm INLET
APPROVED
- 3 JUL 2018
NSW MINISTRY OF HEALTH
ECOBOCYCIe
AERATED WASTEWATER TREATMENT WEI.
+LEI PROJECT
SEPTIC TANK YES
36001 CONCRETE TANK ASSY NSW HEALTH CERTIFICATION DRAWING
MESS MCRAE SYSFIES
ALL IIIMMIURS ARE RI MM
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SECTION A-A
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MASS 3177 kg
1COPYRIGHT
411.111514•1114M•11011,71Arr /.1101,6.11,111.
"m:VITWM"
JUL IIPT
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NA,o1M5 LAST KCHEI PP'PE MCKEly
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SHELL
A3
012
TANK TO BE MARKED 'INLET' ON TOP FACE OF L10 AM ADIACENT TO INLET
TANK ALSO TO BE MARKEO ON TOP FACE OF LIO AND ADJACENT TO
INLET WITH
"ECONOEYELE" GATE OF MANUFACTURE
N, "CAPACITY = 4500L" "THE LID IS NOT TO BE LOADED OR COVERED IN ANY WAY OTHER THAN FOR INSPECTION"
II I
"COMBINED TANK AND LIE WEIGHT = 3200kg"
OLFRET IIIII + —
II e BAR REINFORCEMENT LAYOUT
CHAMBER VOLUME 3000 L CONCRETE VOLUME OF LI] 245 L
CHAMBER VOLUME 1500 L
DM 100mm 506 PVC PIPE
NOTES: BENFROJ
1. SEPTIC TANKS MANUFACTURED ANU TESTED IN ALCOROANCE WITH ASNZS 1546.12006
MARD6
TANK TO BE MARKEO AS NOTED CO THIS ORAWING
MUSS MAAR TEL LE ALE 111/tE1606 AIL IN nS
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TITLE
PROJEC.
4,500L SEP11C TANK CERTIFICATION DRAWING
m"TIT'uT NONE
1 OF 1
OVN 100mm SN6 PVC PIPE
CCNCRE7 VOLUME CF TANK
APPROVED
- 3 JUL 2018
NSW MINISTRY OF HEALTH
IIWRFTF.
1. CONCRETE STRENGTH FT = 4OMPa
2. STUMP = 100mm
3. MAXIMUM AUGREGRATE SIZE r lOmm
4. CONCRETE TO US ABRATED TO ENSURE THOROUGH COMPACTION
5. TANKS TO BE REINFORCED WITH FIBRE STEEL OF 600MPa MINIMUM TENSILE STRENGTH - OR
EQUIVALENT, MIXED TO ACHIEVE A MINIMUM OF 60kg/m3 OF CONCRETE
6. LID TO BE REINFORCED WITH TWO LAYERS OF 5L72 STEEL MESH 30mm ABOVE ThE BOTTOM
7. LARGE LIO INSPECTION HOLE TO BE REINFORCED WITH R12 DEFORMED BAR AS SHOWN 21N
CEUAETO
HLIT
TSmc
B. ALL STEEL REINFORCEMENT TO AS/NZS 4671
TO ATTACHMENTS:
I. LIFTING HOOKS TO BE REID SWIFT' LIFTS 4 x 251 [TONNE]. ANCHORS TO BE CAST INTO THE
BASE OF THE TANK
2. 3 x 1.3 Rave ANCHORS TO BE CAST INTO THE TANK LIDS
HYDROSTATIC UPLIFT:
1. ANN:RAGE SHALL BE PROVIDED ON TANKS THAT ARE INSTALLED OTHER THAN ABOVE GROUNO
AND WHEN TI-UT ARE NOT PERMANENTLY FILLED TO THE FULL HEIGHT SHOWN ON THIS DRAWING.
INLET
A
geonocycle • 1111111111111111111111111111r 4110 AERATED WASTEWATER TREATMENT SYSTEMS
PART
2200x1860-4500-ST
6
5 1280
0 2250
TANK ALSO TO BE MARKED ON TOP FACE CIF LID AND ADJACENT TO INLET WITH
CONCRETE VOLUME OF LIO 464 L
'ECONOCYCLE" DATE OF MANUFACTURE '1APALITY = 4500L''
'THE LIO IS NOT TO BE LOADED OR COVERED IN ANY WAY OTHER THAN FOR INSPECTION"
'COMBINED TANK AND LID WEIGHT = 32006g'
TANK TO BE MARKED 'INLET' ON TOP FACE
OF HO ANO ADJACENT TO
INLET OWV 100mm SN6 PVC PIPE
CNA/ 160mm SN6 PVC PIPE
CHAMBER VOLUME 10351 A CONCRETE VOLUME OF TANK
1126 L
BAR
REINFORCEMENT LAYOUT
0 540 50
APPROVED
- 3 JUL 2018
NSW MINISTRY OF HEALTH
NOTES: ITENFRAI
1. SEPTIC TANKS MANUFACTURED AND TESTE3 IN ACCORDANCE WITH AS/NZS 1546.12008
2000
_Luo
2265
1660 1860
70
SECTION A-A
2
MARKING.
TANK TO BE MARKED AS NOTED ON THIS DRAWING
CONCPFIF
1. CONCRETE STRENGTH rc = 40MPa
2. SLUMP =100mm
3. MAXIMUM AGGREGRATE SIZE = 10mm
4. CONCRETE TO BE VIBRATED TO ENSURE THOROUGH COMPACTION
5. TANKS TO BE REINFORCED WITH FIBRE STEEL OF 600MPa MINIMUM TENSILE STRENGTH - OR
EQUIVALENT, MIXED TO ACHIEVE A MINIMUM OF 60kg/m3 OF CONCRETE
6. LID TO BE REINFORCED WITH TWO LAYERS OF SL72 STEEL MESH 300nm ABOVE THE BOTTOM
7. LARGE LIO INSPECTION HOLE TO BE REINFORCE] WITH 012 DEFORMED BAR AS SHOWN
8. ALL STEEL REINFORCEMENT TO ANZS 4671
ATTACHMENTS.
1. LIFTING HOOKS TO BE REID SWIFT LIFTS 4 x 25t (TONNE), ANCHORS TO BE CAST INTO THE
BASE OF THE TANK
2.3 x 13 tonne ANCHORS TO BE CAST INTO THE TANK LIDS
FOROSTATIE LPI !FT
1. ANCHORAGE SHALL BE PROVIDED ON TANKS THAT ARE INSTALLED OTTER THAN ABOVE GROUND
ANE WHEN THEY ARE NOT PERMANENTLY FILLED TO THE FULL HEIGHT SHOWN ON THIS ORAWING.
Earn( CYCle
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!COPYRIGHT
UMW Pi [WON II V1-1011,r1,1
1750
740 65
3
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100
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TITLE
5,500L SEPTIC TANK CERTIFICATION ORAWINE
PROJECT
MATTI I NONE
2200x1860-5500-ST
6
FILET SIZE
A3 SECTION B-B
MASS 3813 kg
"ECONOCYCLE" DATE OF MANUFACTURE TAPACITY = 7000L"
THE LID IS NOT TO BE LOADED OR COVERED IN ANY WAY OTHER THAN FOR INSPECTION" "COMBINED TANK AND LID WEIGHT 4300k
TANK TO BE MARKED "INLET' ON TOP FACE OF LID AND ADJACENT TO INLET
TANK ALSO TO BE MARKED ON TOP FACE OF CIO ANT ADJACENT TO INLET WITH
012
COPYRIGHT
0,MW.MMMUM
CONCRETE VOLUME OF LID 319 L
CHAMBER VOLUME 2333 L
OW 100mm 5N6 PVI PIPE
— CHAMBER VOLUME 4666 L
OUTLET [WV 100rem SN6 PVC PIPE
CONCRETE VOLUME OF TANK —
BAR REINFORCEMENT LAYOUT
APPROVED
- 3 JUL 2018
NSW MINISTRY OF HEALTH
2 CUTOUTS IN EACH TANK
100
NOTES: GENERAI
1. SEPTIC TANKS MANUFACTURE] AND TESTED IN ACCOROANCE WITH AS/NZS 154612000
MARKING
TANK TO BE MARKED AS NOTEO ON THIS DRAWING
IlltirRETF•
1. CONCRETE STRENGTH Fc = 40MPe
2. SLUMP = 100mm
3. MAXIMUM AGGREGRATE SIZE = 10mm
4. CONCRETE TO BE VIBRATE0 TO ENSURE THOROUGH COMPACTION
5. TANKS TO BE REINFORCED WITH FIBRE STEEL OF 600MPa. MINIMLH TENSLE STRENGTH - OR
EQUIVALENT, MIXED Ti] ACHIEVE A MINIMUM OF 75kg1m3 OF CONCRETE
6. LID TO BE REINFORCED WITH TWO LAYERS OF 5L72 STEEL MESH Imm ABOVE THE BOTTOM
7. LARGE LIO INSPECTION HOLE TO BE REINFORCED WITH 012 DEFORMED BAR AS SHOWN
8. ALL STEEL REINFORCEMENT TO AS/NZS 4671
ATTACHWNTS.
1. LIFTING HOOKS TO BE 'REID SWIFT LIFTS Ax 2.51 [TONNE, ANCHORS TO BE CAST INTO THE BASE OF THE TANK
2.3 x 03 tome ANCHORS TO BE CAST INTO THE TANK LIDS
HYDROSTATIC UP1IFT.
1. ANCHORAGE SHALL BE PROVIDED ON TANKS TI-Ig ARE INSTALLED OTHER THAN ABOVE GROUND
AND WHEN Tlf Y ARE NOT PERMANENTLY FILLET TO THE FULL HEIGHT SHOWN ON THIS ORAWING.
SECTION A-A t
L.29? Et
ECOROCYCle IM1111111111111.11111111 AERATED W SIR WATER TREAIMENT SYSTEMS
lECT
7,000L SEPTIC TANK CERTIFICATION DRAWING
DAT/flEET NONE
mARTM
2540x2050-7000-ST
6
200
SECTION B-B
2 3
STALE 00 NOT SCALE
ROAR LAST MOOIREO RE
Peter FIrKety
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UNLESS OINIERNISE SFSEIFIEN
AR OK NW% AR TI MM
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1 OF 1
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751
330
1835 1760
1430
100
70 01760 70
0 1900
APPROVED
- 3 JUL 2018
NSW MINISTRY OF HEALTH
NOTES: 1. SEPTIC TANKS TO BE MANUFACTURED ANO TESTED IN ACCOROANCE WITH 45/675 1546.12008
2. CONCRETE STRENG*1 = 40MPtt
3. CONCRETE TO BE VIBRATED TO ENSURE WELL COMPACTED CONCRETE
4, TANKS TO BE REINFORCED WITH FIBRE STEEL
5, LIFTING TO BE "REID SWIFT LIFTS' L. 2.5 TONNE FOOT ANCHORS CAST INTO BASE OF THE TANK. 3 x 13 TONNE ANLIBuRS "_AST iNTE TANK LIES
A
1 2 3
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P MCKAY
5
COLLELITON WELL
3250L CONCRETE TANK ASSY NSW HEALTH CERTIFICATION DRAWING
REVI,IGH AEU No
124_1410 1.13
6
1 OF 1
APPROVED
- 3 JUL 2018
NSW MINISTRY OF HEALTH 0 2080
40 o ZOO
Y'D 5 1860 1800
1360
f 500
65--
0 2005
0 1875 —65 60
NOTES: 1. SEPTIC TANKS TO BE MANUFACTURED AND TESTEO IN ACCOROANCE WITH ASINZS 1546.1.2008
2. CONCRETE STRENGTH = 40MPa
3. CONCRETE TO BE VIBRATED TO ENSURE WELL COMPACTED CONCRETE
4. TANKS TO BE REINFORCEO WITH FIBRE STEEL
S. LIFTING TO BE "RE10 SWIFT LIFTS" 4 x 25 TONNE FOOT ANCHORS CAST INTO BASE OF THE TANK, 3 x 13 TONNE ANCHIJRS CAST INTO TANK LIES
geonacycle AERATED WASTEWATER TREATMENT ',STEMS
COPYRIGHT SEALE
DO NOT SC4E TEAT
P M KAY airtll BY
P MCKAY
• Ef PROJECT
COLLECTION WELL TITLE
3750L CONCRETE TANK ASSY NSW HEALTH CERTIFICATION DRAWING
SlIEST OPACRWISE SPECIFIC
01PENS1016 ANI. IN MX TEES
A3 COATITREAT
IRISES Lk: Ma TEL
F MAY
PARTN
124_1610 VISIT EELS No
1 OF 1 MIXES AN: MCMFIEL BE
P tYTKAY
A
2 3 4 5 6
THU
4500L COLLECTION WELL CERTIFICATION DRAWING
NOTES: uNFRAI
1. SEPTIC TANKS MANUFACTURED AND TESTED IN ACCORDANCE WITH AS/NIZS 1546.12008
BAR REINFORCEMENT LAYGLT
TANK TO BE MARKED "INLET' ON TOP FACE OF LIO ANO ADJACENT 111 INLET
CONCRETE VOLUME OF LIB 262 L
CHAMBER VOLUME 4500 L
DWV 100mm 566 PVC PIPE
CONCRETE VOLUME OF TANK
1125 L
A
0 2200
TANK ALSO TEl BE MARKED ON TOP FACE OF LEO AND ADJACENT TO INLET WITH
"ECONOCTELE" DATE OF MANUFACTURE
'CAPACITY = 4500L" "THE LEO IS NOT TO BE LOADED OR [OVERDO IN ANY WAY OTHER THAN FOR INSPECTION" "COMBINED TANK AND LEO WEIGHT = 3300kg"
A
MARKINN
TANK TO BE MARKED AS NOTED ON THIS DRAWING
TONTRFTF.
1. CONCRETE STRENGTH F'c = 40MPa
2. SLUMP = 100mm
3. MAXIMUM AGGREGRATE SIZE = lOmm
4. CONCRETE TUBE ABRATED TO ENSURE THOROUGH COMPACTION
5. TANKS TO BE REINFORCED WITH FIBRE STEEL OF 600MPa MINIMUM TENSILE STRENGTH - OR
EDUIVALENT, MIXED TO ACHIEVE A MINIMUM OF 60kg1rn3 OF CONCRETE
6. LID TO BE REINFORCED WITH TWO LAYERS OF 5L72 STEEL MESH 30mm ABOVE THE BOTTOM
7, LARGE LID INSPECTION HOLE TO BE REINFORCED WITH 012 DEFORMED BAR AS SHOWN
B. ALL STEEL REINFORCEMENT TO AS/NZS 4671
ATTACHMENTS:
1. LIFTING HOOKS TO BE RH] S \MET LIFTS 4 x 251 (TONNE, ANCHORS TO BE CAST INTO THE
BASE OF THE TANK
2. 3 x 13 tome ANCHORS TO BE CAST INTO THE TANK LIDS
HYDROSTATIC DRIFT.
1. ANCHORAGE SHALL BE PROVIDED ON TANKS THAT ARE INSTALLED OTHER THAN ABOVE GROUND
AND WHEN ThEY ARE NOT PERMANENTLY FILLED TO THE FULL HEIGHT SHOWN ON THIS DRAWING.
PROJECT
SHEET SIZE
A3 CI
10.40 [AST MISER BY
Peer McKay
5
APPROVED
- 3 JUL 2018
NSW MINISTRY OF HEALTH
MS:ES Ej DO NOT KALE
1 mgRm NONE PART
2200x1860-4500-34
6
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1
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0 2500
SECTION A-A
2
0 150
470
L7,
[75
3
!COPYRIGHT
MASS Pit MS: SALL EC ALL OPIERS, JPS ARE IN AIM
...111111111.11111111 1? I 00 AERATED WASTEWATER TREATMENT SYSTEMS
Econocycle
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1 OF 1
TITLE 5,500L COLLECTION WELL
CERTIFICATION ORAWING
5515 DO NOT STALE
kit "."
BAR
REINFORCEMENT
LAYOUT
TANK 30 20
MARKED 'INLET
ON TOP FACE
OF LID AND
ADJACENT TO INLET
CONCRETE VOLUME OF LID
492 L
CHAMBER VOLUME 5501 L
A OWV 100mm SN6 PVC PIPE
NOTES: GENFRAl
[SEPTIC TANKS MANUFACTURED AND TESTED IN ACCORDANCE WITH AS/N25 1546.12000
MARKING
TANK TO BE EVOKED AS NOTED ON THIS DRAWING
friNrRETF.
1. CONCRETE STRENGTH FE = 40MPa
2. SLUMP = 100mm
3. MAXIMUM AGGREGRATE SIZE = 10mm
4. CONCRETE TO BE VIBRATED TO ENSURE THOROUGH COMPACTION
5. TANKS TO BE REINFORCED WITH FIBRE STEEL OF 600MPa MINIMUM TENSILE STRENGTH - OR
EQUIVALENT, MIXEO TO ACHIEVE A MINIMUM OF 60kg/m3 OF CONCRETE
6. LID TO BE REINFORCED WITH TWO LAYERS OF 5L72 STEEL MESH 30mm ABOVE TIE BOTTOM
7. LARGE LIO INSPECTION HIE TO BE REINFORCED W1111 R12 OEFORMEO BAR AS SHOWN
8. ALL STEEL REINFORCEMENT TO AS/NIS 4671
ATTACHMENTS:
1. LIFTING HOOKS TO BE REID SWFT' LIFTS 4 x 25t (TONNE), ANCHORS TO BE CAST INTO THE
BASE OF THE TANK
2. 3 x 13 tonne ANCHORS TO BE CAST INTO THE TANK LIDS
HYDROSTATIC [P1 lET
1. ANCHORAGE SHALL BE PREMISED ON TANKS THAT ARE INSTALLED OTHER THAN ABOVE GROUND
AND WHEN THEY ARE NOT PERMANENTLY FILLED TO THE FULL HEIGHT SHOWN ON THIS ORAWING.
PRDIECT
MkTiT" NONE
PART
DRALEFA LAST MiSlED
Peter McKef
5
APPROVED
- 3 JUL 2018
NSW MINISTRY OF HEALTH
MASS 3224 1(3
rOPYRIGHT 4>Ei 2200x1860-5500-Dd
6
ION
TEES SIZE
A3
0 noo
170
L7,
0 2520
SECTION A-A
2 3
CONCRETE VOLUME OF TANK.
1125 L
INLET
A
TANK ALSO TO BE MARKED ON TOP FACE OF LIO AND ADJACENT TO INLET WITH
"ECONLICYCLE"
DATE OF MANUFACTURE
"CAPACITY = 4500L''
"THE LEO IS NOT TO BE LEADER OR COVERED IN ANY WAY OTHER
THAN FOR INSPECTION"
"COMBINED TANK AND LID WEIGHT 3300kg"
UNLESS OTHEN5L INCISES ALL M[115101'15 TN IT P*1
Econocycle 11111111111•111110111111130 I 1 DADA FED WASTEWATER TREATMENT SYSTEMS
1-1EET Ito
1 OF 1
NOTES. 1. SEPTIC TANKS TO BE MANUFACTURED AND TESTED IN ACCORDANCE WITH AS/NZS 1546.12008
2. CONCRETE STRENGTH r 40MP4
3. CONCRETE TO BE VIBRATED TO ENSURE WELL COMPACTED CONCRETE
4. TANKS TO BE REINFORCED WITH FIBRE STEEL
gconocycle AERAIED WASIEWAtER TREATMENT SYSTEMS
Salt BO NOT S1AE
0124,11IS P MCKAY
MCOELLUI IT P MCKAY
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APPROVED
- 3 JUL 2018
NSW MINISTRY OF HEALTH
65 0 (2405)
0 2535
650 85,0 374
2535
523— 1426
713
1426
713
(2455) 40
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2.25 2050
[ 60
1
'COPYRIGHT
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€<1 FROJEL
COLLECTION WELL TITLE
7000L CONCRETE TANK ASSY NSW HEALTH CERTIFICATION DRAWING
11,11,,, Mt NI BNB, 11,4 SHEET SI
A3 WC RUM OATITREAT
[MVO B LT MODFIEG BY
P MCKAY PARTO
124_0910 VISION
1.0 MET No
1 OF 1 MOIL LPT FI7fl B P MCKAY
6
1600
0100mm INLET
75
2 1
650 850 1035
3 4 5
2535
0100mm INLET
713
713
L.— 420
586 1426
1426 2500
APPROVED
- 3 JUL 2018
NSW MINISTRY OF HEALTH
NOTES:
1. SEPTIC TANKS TO BE MANUFACTURED AND TESTED IN ACCORDANCE WITH AS/NZS 1546.1:2008
2. CONCRETE STRENGTH = 40MPa
3. CONCRETE TO BE VIBRATED TO ENSURE WELL COMPACTED CONCRETE
4. TANKS TO BE REINFORCED WITH FIBRE STEEL
5. LIFTING TO BE "REID SWIFT LIFTS" 4 x 2.5 TONNE FOOT ANCHORS CAST INTO BASE OF THE TANK 3 x
13 TONNE ANCHORS CAST INTO TANK LIDS
PROJECT COLLECTION WELL
TITLE 7000L CONCRETE TANK ASSY NSW HEALTH CERTIFICATION ORAWING
MESS 011111SE SPOOR 03 ALL OIM061016 NIE IN MM SliEET SI
A3 um° 2110201 ENT/TREAT.
EMAWIME UST MCIllf 1E0 BY P MCKAY
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124_0910 REVISION
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1 OF 1 OBEL LAST MCOPEll BY
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MOLELLE0 BY ItomiHogie2
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1990 2125 2050
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(2455)
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1426
713
713
NOTES: 1. SEPTIC TANKS TO BE MANUFACTURED AND TESTED IN ACCORDANCE WITH AS%ZS 1546.12008
2. CONCRETE STRENGTH 40MPta
3. CONCRETE TO BE VIBRATED TO ENSURE WELL COMPACTED CONCRETE
4. TANKS TO BE REINFORCED WITH FIBRE STEEL
5. LIFTING TO BE "REID SWIFT liFTS Ax 2.5 TONNE FOOT ANCHORS CAST INTO BASE OF THE TANK, 3 x 13 TONNE ANCHORS CAST INTO TANK LIDS
is: COLLECTION WELL
TITLE 7300L CONCRETE TANK ASSY NSW HEALTH CERTIFICATION DRAWING
LFLES AIL 515( 9511Th OW IN MM
A3 MAT/TREAT
UPAU!M( 9(11 5051
P MCKAY
PART
124_1110 1;105
113 11101 No
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APPROVED
- 3 JUL 2018
NSW MINISTRY OF HEALTH
100PYRIGHT trAIC
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2125 2050
1700
1990
1426 2500
APPROVED
— 3 JUL 2018
NSW MINISTRY OF HEALTH
NOTES:
1. SEPTIC TANKS TO BE MANUFACTURED AND TESTED IN ACCORDANCE WITH AS/NZS 1546.1:2008 2. CONCRETE STRENGTH = 40MPa 3. CONCRETE TO BE VIBRATED TO ENSURE WELL COMPACTED CONCRETE 4.. TANKS TO BE REINFORCED WITH FIBRE STEEL 5. LIFTING TO BE "REID SWIFT LIFTS" 4 x 2.5 TONNE FOOT ANCHORS CAST INTO BASE OF THE TANK, 3 x 13 TONNE ANCHORS CAST INTO TANK LIDS
751 40 —
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73001 CONCRETE TANK ASSY NSW HEALTH CERTIFICATION DRAWING
124_1110
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MARKING.
TANK TO BE MARKED AS NOTED ON THIS DRAWING
CONCRETE;
1. CONCRETE STRENGTH F'c = 40MPG
2. SLUMP = 100mm
3. MAXIMUM AGGREGRATE SIZE = 10mm
4. CONCRETE TO BE VIBRATED TO ENSURE THOROUGH COMPACTION
5. TANKS TO BE REINFORCED WITH FIBRE STEEL OF 600MPu MINIMUM TENSILE STRENGTH - OR
EQUIVALENT, MIXED TO ACHIEVE A MINIMUM OF 75kg/m3 OF CONCRETE
6. LET TO BE REINFORCED WITH TWO LAYERS OF 5L72 STEEL MESH 30mm ABOVE THE BOTTOM
7. LARGE LIO INSPECTION HOLE TO BE REINFORCED WITH 812 DEFORMED BAR AS SHOWN
8. ALL STEEL REINFORCEMENT TO ASiNZS 4671
ATTACHMENTS.
1. LIFTING HOOKS TO BE 'REID SWIFT LIFTS 4 x 251 TONNE), ANCHORS TO BE CAST INTO THE
BASE OF 111E TANK
2. 3 x 13 tome ANCHORS TO BE CAST INTO THE TANK LIDS
HYDROSTATIC UPLIFT-
1. ANCHORAGE SHALL BE PROVIOED ON TANKS THAT ARE INSTALLED OTHER THAN ABOVE GROUNO
AND WHEN IFfY ARE NOT PERMANENTLY FILLED TO THE FULL HEIGHT SHOWN ON THIS ORAWING.
APPROVED
- 3 JUL 2018
NSW MINISTRY OF HEALTH
INI I I
2500
TANK TO BE MARKEO "INLET" ON TOP FACE OF LID AND ADJACENT TO INLET
BAR REINFORCEMENT LAYOUT
0 12
TANK ALSO TO SE MARKED ON TOP FACE OF LID AND ADJACENT TO INLET WITH
'ECONOCYCLE" DATE OF MANUFAETURE "CAPACITY = 8000: 'THE LID IS NOT TO BE [GAGED OR COVERED IN ANY WAY OTHER THAN FOR INSPECTION" "COMBINE° TANK AND LID WEIGHT = 4500kg"
OVA' 100mm SAG PVC PIPE
CHAMBER VOLUME 8000 L
CONCRETE VOLUME OF TANK 1573 L
CONCRETE VOLUME OF LID 358 L
NOTES: FFNI1211
1. SEPTIC TANKS MANUFACTURE° AND TESTED IN ACCORDANCE WITH AS1NZS 1546.12008
Econocycle 11111110•11111111111111111111' AERATED WASTEWATER TREATMENT SYSTEMS
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8,000L COLLECTION WELL
CERTIFICATION DRAWING ;HEEL SIN
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9,000L COLLECTION WELL CERTIFICATION DRAWING
NOTES:
DER& I SEPTIC TANKS MANUFACTURED ANO TESTED IN ACCORDANCE WITH ANZS 1546.12008
MARKING.
TANK TO BE MARKED AS NOTED ON THIS DRAWING
CONCRETE.
1, CONCRETE STRENGTH Pc = 40MPa
2. SLUMP = 100mm
3. MAXIMUM AGGREGRATE SIZE = lOmm
4. CONCRETE TO BE VIBRATED TO ENSURE THOROUGH COMPACTION
5. TANKS TO BE REINFORCED WI71-1 FIBRE STEEL OF 600MPa MINIMUM TENSILE STRENGTH - OR
EQUIVALENT, MIXED TO ACHIEVE A MINIMUM OF 75kg/m3 OF CONCRETE
6. LID TO BE REINFORCED WITH TWO LAYERS OF 5L72 STEEL MESH KImm ABOVE TFE BOTTOM
7. LARGE LIO INSPECTION HOLE TO BE REINFORCED WITH R12 DEFORMED BAR AS SHOWN
8. ALL STEEL REINFORCEMENT TO AS/NZS 4671
ATTACHMENTS
1. LIFTING HOOKS TO BE REID SWIFT LIFTS 4 x 25t (MOND, ANCHORS TO BE CAST INTO THE BASE OF THE TANK
2. 3 x 13 tome ANCHORS TO BE CAST INTO THE TANK LIDS
HYDROSTATIC UPLIFT-
'', ANCENIRAGE SHALL BE PROVIDED ON TANKS THAT ARE INSTALLED OTHER THAN ABOVE GROUND
AND WHEN TFEY ARE NOT PERMANENTLY FILLED TO THE FULL HEIGHT SHOWN ON THIS DRAWING.
P JET
STILE V
A3 001ST No
1 OF 1
APPROVED
- 3 JUL 2018
NSW MINISTRY OF HEALTH
MASS 5906 kg URA1HS LAST 11001FILO NT
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A PA
00 NOT SCALE
NONE LOA /NIA I
3
SECTION A-A
2
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TANK TO BE MARKED "INLET" ON TOP FACE OF LIO AND ADJACENT TO INLET
BAR REINFORCEMENT LAYOUT
012
2840
2540
INLET —
2500
1.1.......111111111 1 AERATED W STEWAIER TREATMENT SYSTEMS 0.
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MESS SPFLITIEU
AIL DIMENSIONS ARE IN MN
COPYRIGHT
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TANK ALSO TO BE MARKED ON TOP FACE OF LIO AND ADJACENT TO INLET WITH
'ECONCICYCLE" DATE OF MANUFACTURE "CAPACIrr = 9000L" 'THE LID IS NOT TO BE LOAIIED OR COVERED IN ANY WAY OTHER THAN FOR INSPECTION" "COMBINED TANK AND LID WEIGHT = 6000k
DWV 100mm SN6 PAD PIPE
CHAMBER VOLUME 9000 L
CONCRETE VOLUME OF TANK 1573 L
CONCRETE VOLUME OF LIO 959 L
TANK TO BE MARKED "INLET" ON TOP FACE OF LID AND AIMENT TO INLET
BAR REINFORCEMENT LAYOUT
A
TANK ALSO TO BE MARKED ON TOP FACE OF LID AND ADJACENT TO INLET WITH
"ECONOCYCLE" CUTE OF MANUFACTURE "CAPACITY = 9930E" THE LIO IS NOT TO BE LOADED OR COVERED IN ANY
WAY OTHER THAN FOR INSPECTION" "COMBINE] TANK AND LID WEIGHT F- 6000kg''
DWV 100mm 5N6 PVC PIPE
CHAMBER VOLUME 9930 L
CONCRETE VOLUME OF TANK 1573 L
CONCRETE VOLUME OF LIP 959 L
APPROVED
- 3 JUL 2018
NSW MINISTRY OF HEALTH
NOTES:
GENERAL ..:EpTIC TANKS MANUFACTUREIJ AND TESTED IN ACCORDANCE WITH ASN75 1546.12000
MARKING
TANK TUBE MARKED AS NOTED ON THIS ORAWING
CONCRETE;
1. CONCRETE STRENGTH F1= 40MPa
2. SLUMP 100mm
3. MAXIMUM ABEREGRATE SIZE 10mm
4. CONCRETE TO BE VIBRATED TO ENSURE THOROUGH COMPACTION
5. TANKS TORE REINFORCE° WITH FIBRE STEEL OF 600MPo MINIMUM TENSILE STRENGTH - OR
EQUIVALENT, MIXED TO ACHIEVE A MINIMUM OF 75kg/m3 OF CONCRETE
6. LIO TO BE REINFORCED WITH TWO LAYERS OF 5L72 STEEL MESH 30mm ABOVE THE BOTTOM
7. LARGE LIO INSPECTION HOLE TO BE REINFORCED WITH R12 DEFORMED BAR AS SHOWN
B. ALL STEEL REINFORCEMENT TO 05/675 4671
AT
1. LIFTING HOOKS TO BE REID SWF' LIFTS 4 x 25t (TONNE], ANCHORS TO BE CAST INTO THE
BASE OF THE TANK
2.3 x 13 tome ANCHORS TORE CAST INTO THE TANK LIDS
HYDROSTATIC UPLIFT:
1. ANCHORAGE SHALL BE PROVIOE0 ON TANKS THAT ARE INSTALLED OTHER THAN ABOVE GROUND ANL] WHEN -11-fY ARE NOT PERMANENTLY FILLED I.' 'OLE HEIGHT SHOWN ON THIS DRAWING.
TITLE
10,000L COLLECTION WELL CERTIFICATION DRAWING
-0 540
0 150 40
200
1 0
LTL:EJLL
2140 2353
150
100
SECTION A-A 65
geonocycle 1111111111MEN11111111111111 AERATED WASTEWATER TREATMENT SYSTEMS p
PETIT
BELT ETTLE
A3 'COPYRIGHT [KC
00 NOT SCALE
MATS NONE
sliEET Nu
1 OF 1 MASS 5906 kg
ION PART
2540x2350-10000-EW
6
ARAAINL LAST MOISES BY
Peter McKny
5 2 3
MESS GM RELOSE SPEEIFIE0 ALL IIIMEN,DEEE ARE SAM
2 1 5 6 4 3
6
NOTES:
1, SEPTIC TANKS TO BE MANUFACTURED AND TESTED IN ACCORDANCE WITH AS/NZS 1546.1:2008
2. CONCRETE STRENGTH = 40MPa
3. CONCRETE TO BE VIBRATED TO ENSURE WELL COMPACTED CONCRETE
4. TANKS TO BE REINFORCED WITH FIBRE STEEL
S. LIFTING TO BE "REID SWIFT LIFTS" 4 x 2.5 TONNE FOOT ANCHORS CAST INTO BASE OF THE TANK, 3 x
13 TONNE ANCHORS CAST INTO TANK LIDS
+El PJJECT
PUMPDUT COMBO TIT
7100L CONCRETE TANK ASSY NSW HEALTH CERTIFICATION DRAWING
UNLESS OTHERMSE SPEOHLU NI IMMERSIONS ORE lB MM SHEET SI
A3 i'at ulna 10/09/2013 OAT
0RAWIME UST HCCIFIE0 BY
P MCKAY T#
124_1010 REVISION
B.2 HEFT Na
1 OF 1 MEL LAST MEOIFIEB BY
P MCKAY
1426 2500
Ecanocycle 040 AERATED WASIEWAIER TREATMENT SYSTEMS
DRAWN BY
P MCKAY LED BY
P MCKAY
00 RUT SCALE
= =
40 75 40
(420)
2535
(2455)
60
850 1075
1476 586
g==
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\\
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0 150
oloomm INLET
—
65 65
610
523 —
713
1
860
'COPYRIGHT
====. OMR
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