tam NSW Health...SEPTIC TANKS TO BE MANUFAClURED AND TESTED IN ACCOROANCE WITH AS/NZS 1546.11998...

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

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APPROVED

- 3 JUL 2018

NSW MINISTRY OF HEALTH

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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

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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

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APPROVED

- 3 JUL 2018


STALE

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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


ECOBOCYCIe

AERATED WASTEWATER TREATMENT WEI.

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SEPTIC TANK YES

36001 CONCRETE TANK ASSY NSW HEALTH CERTIFICATION DRAWING

MESS MCRAE SYSFIES

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"m:VITWM"

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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


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

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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


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



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

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1750

740 65

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Ill SS CITLMISISCIFID Alt OIMC16,04 BAD II OR.016 [BIT MOOIFIE0 BY

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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


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


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


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

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7,000L SEPTIC TANK CERTIFICATION DRAWING

DAT/flEET NONE

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ROAR LAST MOOIREO RE

Peter FIrKety

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751

330

1835 1760

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70 01760 70

0 1900

APPROVED

- 3 JUL 2018


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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COLLELITON WELL


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



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

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COLLECTION WELL TITLE


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2 3 4 5 6

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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


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


TONTRFTF.

1. CONCRETE STRENGTH F'c = 40MPa

2. SLUMP = 100mm

3. MAXIMUM AGGREGRATE SIZE = lOmm

4. CONCRETE TUBE ABRATED TO ENSURE THOROUGH COMPACTION


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


MS:ES Ej DO NOT KALE

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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

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CONCRETE VOLUME OF LID

492 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




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


MASS 3224 1(3

rOPYRIGHT 4>Ei 2200x1860-5500-Dd

6

ION

TEES SIZE

A3

0 noo

170

L7,

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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



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


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

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€<1 FROJEL

COLLECTION WELL TITLE


11,11,,, Mt NI BNB, 11,4 SHEET SI

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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


NOTES:

1. SEPTIC TANKS TO BE MANUFACTURED AND TESTED IN ACCORDANCE WITH AS/NZS 1546.1:2008




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

PEA TA

124_0910 REVISION

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1 OF 1 OBEL LAST MCOPEll BY

P MCKAY

Etionecycle TRATEMETM,

MOLELLE0 BY ItomiHogie2

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SEALS 00 MOT SCA E

2

1990 2125 2050

1700

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3 4 5 6

0 (2405) 65

0 2535

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(2455)

65

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713

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NOTES: 1. SEPTIC TANKS TO BE MANUFACTURED AND TESTED IN ACCORDANCE WITH AS%ZS 1546.12008

2. CONCRETE STRENGTH 40MPta



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

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124_1110 1;105

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- 3 JUL 2018


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713

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2125 2050

1700

1990

1426 2500

APPROVED

— 3 JUL 2018


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 —

350

420

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P MCKAY

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PARES

0 124051-

2

r 60

65

1COPYRIGHT T1614,01.111100•01.4111

VFW KMARTIEGFASKOMILMV

4

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ALL DIMPISICWS WE III MM

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COLLECTION WELL

73001 CONCRETE TANK ASSY NSW HEALTH CERTIFICATION DRAWING

124_1110

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TITLE

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SECTION A-A

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MARKING.


CONCRETE;

1. CONCRETE STRENGTH F'c = 40MPG

2. SLUMP = 100mm



5. TANKS TO BE REINFORCED WITH FIBRE STEEL OF 600MPu MINIMUM TENSILE STRENGTH - OR


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


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


INI I I

2500

TANK TO BE MARKEO "INLET" ON TOP FACE OF LID AND ADJACENT TO INLET


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


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

PROJECT

Till

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.


CONCRETE.

1, CONCRETE STRENGTH Pc = 40MPa

2. SLUMP = 100mm

3. MAXIMUM AGGREGRATE SIZE = lOmm


5. TANKS TO BE REINFORCED WI71-1 FIBRE STEEL OF 600MPa MINIMUM TENSILE STRENGTH - OR


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


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

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A3 001ST No

1 OF 1

APPROVED

- 3 JUL 2018


MASS 5906 kg URA1HS LAST 11001FILO NT

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SECTION A-A

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TANK TO BE MARKED "INLET" ON TOP FACE OF LIO AND ADJACENT TO INLET


012

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2500

1.1.......111111111 1 AERATED W STEWAIER TREATMENT SYSTEMS 0.

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KANKIN Iten91111911.It 111.110%.01.1111.111A1

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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



CONCRETE VOLUME OF LIO 959 L

TANK TO BE MARKED "INLET" ON TOP FACE OF LID AND AIMENT TO INLET


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



CONCRETE VOLUME OF LIP 959 L

APPROVED

- 3 JUL 2018


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


5. TANKS TORE REINFORCE° WITH FIBRE STEEL OF 600MPo MINIMUM TENSILE STRENGTH - OR


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

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0 150 40

200

1 0

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2140 2353

150

100

SECTION A-A 65

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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




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


UNLESS OTHERMSE SPEOHLU NI IMMERSIONS ORE lB MM SHEET SI

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tam NSW Health...SEPTIC TANKS TO BE MANUFAClURED AND TESTED IN ACCOROANCE WITH AS/NZS 1546.11998...

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Transcript of tam NSW Health...SEPTIC TANKS TO BE MANUFAClURED AND TESTED IN ACCOROANCE WITH AS/NZS 1546.11998...