At 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: Everhard Industries Pty Ltd

Of: 454 Newman Road, Geebung, QLD, 4034

The Everhard Industries Concrete 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: 15 January 2015

Certificate No: STCW033

Expires: 31 December 2022

The Certificate

Septic

Accreditation

vkto. 411/1/0 NSW GOVERNMENT

of Accreditation

Tanks and

Health

Collection

applies

Schedule

to the following

Wells

Model Description Size

Septic Tank Vertical axis cylindrical tapered precast

concrete with steel reinforcing mesh.

Tank is fitted with a partition and inlet and

outlet fittings. Concrete lid for each tank is

available with options of precast concrete or

injection moulded polymer access and inspection

covers.

Burial depth of the tank lid is restricted to 0

mm

mould A2520 - 3000 L

mould A2660 - 3900 L

Collection well Vertical axis cylindrical tapered precast

concrete with steel reinforcing mesh.

Certification applies only to the construction of

the tank, inlet fitting and lid. It does not include

the internal fittings or partitions.

Concrete lid for each tank is available with

options of precast concrete or injection moulded

polymer access and inspection covers.

Burial depth of the tank lid is restricted to 0

mm

mould A2520 - 3000 L

mould A2660 - 3900 L

mould A1527 - 6000 L

I 5 1

0

A POI

—

A 0 STANDARD ACCESS COVER OPTIONS A- CONCRETE - M644 PLASTIC - MI285 & M2756 45

°010

.04 0 —

- _- fi l

STANDARD INSPECTION COVER OPTIONS APPROVED 2 i

CONCRETE - M645 -I

'y F 8 150 PLASTIC - MI 247 & MI563

1 5 2019 JAN i55

—

P

1855 - 1510 4 LOCATING PADS

NSW MINISTRY OF HEALTH DETAIL: LIFTING EYES 100X100X1OMM 135° WALL _ 1(////////i OUTER EDGES ON 01645 _

NOTES:

01790 I . CONCRETE TO 32MPA AT 28 DAYS

STANDARD PLASTIC 2. REINFORCEMENT:

c 01660 'U BAFFLE M036 • BASE M0832

• TANK WALL M0829/M0830/M0831 c • TOP SLAB M1163

Lo o co o

a) o 1620 • MIN COVER 20mm

3. PLASTIC AND 316SS FIBRES MAY BE USED TO LC) CV 0 CV /;.' REPLACE SIDEWALL REINFORCEMENT

_ o ..q-

DOSAGE STANDARD CONCRETE • PLASTIC FIBRES - 5.0KG/m 3 CONCRETE

(*) = 100mm

PIPE CONN

/

;(--- ii-orr-L / so /

• ,_ \ i ..0 \ • •

Lo R

.f.4

/ /

PARTITION 60mm THICK

F41

OPTION M4029

COREFLUTE

(RA D485) • 316SS FIBRES - 40.0KG/m 3 CONCRETE

(S38) 4. ESTIMATE D WEIGHTS:

D WITH

RUBBER RING

/ / /

1 9

75

• • •

/ / 165

REINFORCEMENT

130

PARTITION TYPE 3 • TANK: 2530KG

• TOP SLAB: 460KG D

/ /

• • •

o / -yr / ,c)

Lo N., • TOTAL: 2990KG

5. CAP ACITY / / \ r - • TO RIM: 3975L

— a /

/ / / / /

\ • • • • •

r / / / / /

- 8 [ L 45x45

• TO OUTLET INVERT: 3000L 6. PLUG LIFTING HOLES AFTER INSTALLATION —

/ • / TANK OPTIONS: /.. \

// 76 1. 3145L SEPTIC NO PARTITION - QLD) E CO

/ 2. 3000L SEPTIC WITH PARTITION - NSW) E

(1Z/Z////1. 7/7 47X7./././///1 • 4 3. 3145L AQUA-NOVA PRIMARY- M1135 1580 4. AQUA-NOVA SECONDARY - M1135/M1136

01590 5. BIO-SEPTIC PRIMARY - M1603 01740 6. 3000L COLLECTION WELL - MP2701

_ — SECTION A-A NVERNAND NI MIMS rrc LTC ACCENT. NO UANUT OR

retroxssur TONNE LINNI OR ANY OMB PERSON OR ENTINI WrIl DO NOTSCALE DRAWING El=

UNLESS OTHERWISE SPECIFED:

ROJ CM

CONCRETE RESFECTIO AX-1,411r. LC. 0•MAGE OR NAM CALM OS ALLEGED TO BECAUSE, me euErro OP NCIRECI, SYNE AO 011011 /ADIOS WEI, 'VS SlANIIN6 TIM INCL005. MT • NOT

AN1CrAVE IMP PN. II C OK ANC PROMS OR CONSECIMNINAL GEE SUM, CILD, 4034

DIMEN5ONS ARE IN MILUMETERS TOLERANCES XX ±

DEBUR AND BREAK SHARP EDGES X.X -I

Ttne

SEPTIC TANK 3000L NOMINAL —

F REV ISIONS ...L.. m ACCONDANCIWITHIlit ORAWNG MP IMAM L nu DIAW PO PAW NOT BE ASSIMAND TO NI AN

p, ; 107 )363, 6,4 FAX:1 07 I 32652111

SURFACE RISK X.= ..±

NSW PATTERN REV. DESCRIP110N DATE

FOUVALINTIO.Ct A MINIM Mk AM GENERAL USAGE OR

NAME SIGNATURE DATE MATERIAL DWG NO. REVSON

2 RE-DRAWN IN CAD, ADDED 180mm WALL STEP 05/12/2018

V AN POMP CANTAND Arr.orRimv QUAUMO n/ orealexAL

MECUM/II PURCHASPOIM MOOUCTSHOW X IX MS SCAMIXODRAWN DRS

05/12/2018 Precast Concrete

M21 53 2 ROIAIVERNAND P DUMB PTI LTD Er { RIF UMRS MMONSH(1M1 TO BOURN TM•PPRO/REATE PRODUC7 4 SHICTIO ANN THAT TM CHM

1 2 1 3 I

CORN MT MAU WHIN PPG A DRAWMG C URN PO APPVD ESTIMATED WEIGHT, PROD CODE 'SHEET I OF 1 ISCALD 120 A3

I 4 5 6 B

2040

II 1 A 0

C \ I I .14

11 1 A

Ili

A

1

F A STANDARD ACCESS COVER OPTIONS CONCRETE - M644 PLASTIC - M1285 & M2756

.__

I

COVER OPTIONS __

(V)

STANDARD INSPECTION • o

CONCRETE - M645 ! — 11110-...0111 PLASTIC - MI247 & M1563

B ..... APPROVED

DETAIL D 01930 1 5 JAN 2019 SCALE I : 10

1665 DETAIL: LIFTING EYE

- NSW MINISTRY OF 120° & 300° ON WALL

N. HEALTH STANDARD PLASTIC NOTES:

, 'U' BAFFLE M036 1. CONCRETE TO 32MPA AT 28 DAYS

01925 , 2. REINFORCEMENT:

1815 • BASE M0832

r 01815 • TAN K WALL M0830/M0831 c

1760 _ • • TOP SLAB M1151 • MIN COVER 20mm

C r 1 1 00 3. PLASTIC AND 316SS FIBRES MAY BE

I o -0 -1-

Li:9 co N 0 — USED TO REPLACE SIDEWALL

REINFORCEMENT o —

Lo -71- 0-)

_._

co of 1 3T SWIFT ._ • 0 ,0

DOSAGE PLASTIC FIBRES - 5.0KG/m 3 LIFT 0•1 CONCRETE (RA D485)

/ Lo —I- • 316S5 FIBRES - 40.0KG/m 3 / /

N N N

CO Cr)

PARTITI N 60mm 0 CONCRETE (S38)

4. ESTIMATED WEIGHTS: 0 .— /

20

75

N 5 F41 MESH R INFORCEMENT • TANK: 2910KG D

/ /

\ N / 130 MIN 2 COVER • TOP SLAB: 535KG

N. / / N \

o r-, N.

• TOTAL: 3445KG 5. CAPACITY

\ _ • TO RIM: 4985L _ — / / / / / /

\ \ / N / \ / \ / \ /

OPTION: COREFLU

MP3290 E PARTITION

• TO OUTLET INVERT: 3815L 6. PLUG LIFTING HOLES AFTER

INSTALLATION

40

0 \. /N.

\ 65x65 1 TANK OPTIONS: E 2

\ 76 I. 4075L SEPTIC (NO PARTITION - QLD) E / 2. 3900L SEPTIC (WITH PARTITION - NSW)

3. 4075L COLLECTION WELL - MP2603 4. 3900L BIO-SEPTIC TREATMENT - M1603 1610 5. 4500L COLLECTION WELL (.1790mm

— in o, 01725 1740 LIQUID DEPTH) —

01875 BOOMED MUST.] trt MACOMB MD MAUR 01 BESPONS•LIX MINI OIRROB OWE N AMY Mt OM IVT01 EVERH DO NOTSCALE DRAWING E, CI

PCUNCRETE SECTION A-A

ALLEGED ID BE GUMMED =ECM DIM ELI, BY DIE A 0 0/00N AND,. WED!". DtAWYBO MI MOM BUIS NOT

ANISCrAlt0 BUSENEES.I.DtA AND FIG.. OR CONSEOUDINAL M.. AN EN U 11100, DA ASSOCIATED WTININE USE MANY

GEE BOW 010, 4034

DIMENSIONS ARE P4 MILUMETERS TOLERANCES XX .1

DEBUR AND BREAK SHAFT EDGES U.S -5

Tme

SEPTIC TANK 3900L F REVISIONS PODDY<IAND EDI ACCOIDAN CI WOMBS DIAWAIG

FUME BROMJE L ENE DZAWNG MUST MOT OE ASSUMED TO BE AN

p, ; 1 07 ) 3657 6444

FAX107112652111

SURFACE PRESET LSEL XX( .5

REV. DESCRIPTION DATE ED...TEO. OA A BLESTE1111 POE. ANY GEME Al USAGE OR

__

NAME SGNATURE DATE MATERAL: DWG NO. REVISION

2 RE-DRAWN IN CAD, 400mm WALL STEP ADDED •

06/12/2018

P . SWIM PANTIAD AlrEOPEWIll/ ODAWIDD PROFDPIOMAL

MECUM." PDICXAMG ME PIODUCTSMOWM INV. DRAM. DRAWN 06/12/2318 Precast Concrete M2487 2 . EXIU En* tO lE PRODUCT 6 MEMO AND MAIM

I 2 3 CORMISCALEINNEN USEG A DRAW. L Mite APPYD ESTWATED W EIGHT: - 65 PROD CODE 'SHEET 1 OF 1 'SCALE: 120 A3

4 5 6 7 S

I I

A

TA

A

SECOND INSPECTION OPENING IF SPECIFIED BY CLIENT 0

- STANDARD INSPECTION COVER OPTIONS CONCRETE - M645

-cr co

45 —

PLASTIC - M1 247 & M1563 STANDARD ACCESS COVER OPTIONS CONCRETE - M644 PLASTIC - M1285 & M2756 0

_ _

B Li

01790 55

i APPROVED

DETAIL: LIFTING EYE 135° & 315° ON WALL

_

1 5 JAN 2019 0

o 01790 NSW MINISTRY OF HEALTH 01660

1

STANDARD 100mm

X / / .

o ,o

i / SECONDARY NOTES:

INLET PLUGGED 1. CONCRETE TO 32MPA AT 28 DAYS PIPE

CONN A_ -71-

• u 2. REINFORCEMENT:

• BASE M0832

D

WITH RUBBER

RING / / /

,

19

75

i • TANK WALL M0829/M0830/M0831

• TOP SLAB M1163

65 • MIN COVER 20mm 3. PLASTIC AND 316SS FIBRES MAY BE USED TO REPLACE

_

E

Q o cy

A

/

/ / / ko / LO— /

/ /

/

/ / SIDEWALL REINFORCEMENT / /

DOSAGE • PLASTIC FIBRES - 5.0KG/m 3 CONCRETE (RAD485) /

/ • 316SS FIBRES - 40.0KG/m 3 CONCRETE (S38) / 4. ESTIMATED WEIGHTS: / • TANK: 2150KG / • TOP SLAB: 460KG / • TOTAL: 2610KG

5. CAPACITY / • TO RIM: 4130L ., ; • TO INLET INVERT: 3145L

0

E

CO1

/

/,.., .....'/ •

/_76 6. PLUG LIFTING HOLES AFTER INSTALLATION .--

I

up ,c) 0 1590 —

="..f ____

01740 VikeNARD MUMS FR LA AGOUTI NO LAMP" OA RePONIIIIITI TOM MI ON ANY arm 'THOM Or MTN wrn4 D DO NOT SCALE DRAW ING BEVERkl ,

PROJECT:

• MOM TO OE CAM% Mgt DIRECTLY OR NORECI, RI ME

ND UNLESS OTHERWISE SPECFED: CONCRETE

SECTION A-A ADOPTION AMOR WI 0 Fill e CLAWING NI MOM. HIT I 11,21 ReSTRICIED MANY MIENRIFION Of 3 eIVICIS LOIS Of ACTUAL OR Am.,. ROSWeRS.11C OK AND FROM,/ COMOYINIAL 0 AIM OS ARANO IRINA OR e1{0 CARD WON TN Let ORA.

405 NEWMAN ROAD

GEEBUNG, DLD, 4034

DIMENSONS ARE IN MILLIMETERS TOLERANCES 'Him ANGLE PROJECTION XX •3 DESUR AND BREAK SHARP EDGES 5.7-i

MS

3000L COLLECTION WELL F REVISIONS TkODUCT Mee t IN ACCOADANCRWRIIMA OM. 4

RUIN TIMe3RE DK HAW. .111N07 le AllelARD 70 IRAN

pH ; ( 07 )36s, e444

FAX: [ 07 ) 32652111

SURFACE FINISH: X.=

REV. DESCRIPTION DATE AP PROVED EOLIWALeNTIO. 01 A Winker! FOR, ANY GRIM. MAL/ Ok ,. 01[Ci IN CNC O.. UNLell ANA Mee Atte Arrorovie As stool NAAAE SONATURE DATE MATERAL: DWG NO. REVISION

2 RE-DRAWN IN CAD, ADDED 180mm WALL STEP 05/12/2018

Ft AN Hotrem OW AND Amorm ATM OUALlete /110,61.10eAL AMNON° 10 R ANY SUCH AttreeNteNT II TeLIREPONVIALITY 01 ORE CerrOlAte PIRCXAMOTNe f RODUCTSNOWN NI IN. DRAWN°

DRAWN DRS 05/12=18 Precast Concrete MP2701 2 eltOteRVIIINARO RI DIA710 IR VD. R i TR MU netrommy TO !MAME API./ RAT. MOULT It MUM AND TNATTNe CHKD

1 I 2

I 3

I COell MIKA. WI. USN O A DRAW. IS MAO

APPYD ESTIMATED W EIGHT:- P ROD CODE. 'SHEET I OF 1 ISCALE: 120 A3

f",o, SECOND INSPECTION

OPENING IF SPECIFIED BY CLIENT

STANDARD INSPECTION COVER OPTIONS CONCRETE - M645 PLASTIC - M1247 &M1563

STANDARD ACCESS COVER OPTIONS CONCRETE - M644 PLASTIC - M1285 & M2756

0 1930

A

45

// /

--114.

01725

01875

DATE APPROVED

05/1212018

3

IVNINARD INDUSTRIE pre 170 ACCFR1 N 0 LAWRY 01 RNSIONSISILIN TOME Left ON ANI 011.1 renc. ot oimr vg.m4 NV/MO ANT LAM, LOSS, NAYAGE Of XX WI CAUSER OR • URGED TOSE CAMEO. OMR NIRFCTLY OR NOWIC117. 11 -NE AMMON ANGIOR USE011111. DRAWING rxt NOLLOPS101. NOR RESTRICTRO TO ANY IN INIIIARION OF/ NIViCti IORS °FACTUAL OR A MK ruto SLISIM26.111C OK AND PROMO/ CO MSECIUMIAL

R MG PRO. 0 ASSOCIATED VOIN MI LIN ORANY PRODUCT WAGON ACGOI.ANC1 WORM/ DRAWN Ca FIGIMIS4101S. DRAW NG MYR NOY SF ASSLIMER TO SEAN FOUVALENTTO OR A SUSINOR Mk ANY ORNHAL OSA. OR FROJETVICMC DORM MIMI ANALTIN AND ATER OM Al SUCH /TAN NORM NANTANN AP SICIPR xretr °WPM RIIONSOOMAL AR/AMONG FOR ANT SUC M ANKSIANT MN Rem Ns., OF MECUM/RR tti“NASIAGTIF PR OGUVISN OWN IN TIM DRAWING nom en1111.0 MOUSTRIS PRY LTD MITI RUMS ROSIONINKITT TO 114U11111/ AMOR NVERIORRICT NILFCTID .L.11.11NS CORRECTSCALE WHEN USING A DRAWING it Irilita

N...

STANDARD 100mm

PIPE CONN

WITH RUBBER R

RING Fi

/ 55

76

SECTION A-A

REVISIONS

DESCRIPTION

RE-DRAWN IN CAD, 400mm WALL STEP ADDED

2

REV.

2

833

01925

0 1815

SECONDARY — INLET PLUGGED

APPROVED

15 JAN 2019

NSW MINISTRY OF HEALTH 55

ME2t52 UNLESS OTHERWISE SPECIE()) aMENSONS ARE N MILUMETERS TOLERANCES

DO NOT SCALE DRAWING

405 NEWMAN ROAD THIRD ANGLE PROJECTION Of -± G EBUNG, QM 4034 DEBUR MO BREAK SHARP EDGES X.X -± P :107 )3517 5444 SURFACE &NM FAX: ( 07 )3165)1111

PROJECT

3900L Collection Well

REVSION

2 A3

DETAIL: LIFTING EYE 135° & 315° ON WALL

NOTES: I. CONCRETE TO 32MPA AT 28 DAYS 2. REINFORCEMENT:

• BASE M0832 • TANK WALL M0830/M0831 • TOP SLAB M1151 • MIN COVER 20mm

3. PLASTIC AND 316SS FIBRES MAY BE USED TO REPLACE SIDEWALL REINFORCEMENT DOSAGE • PLASTIC FIBRES - 5.0KG/m 3 CONCRETE (RA D485) • 316S3 FIBRES - 40.0KG/m 3 CONCRETE (S38)

4. ESTIMATED WEIGHTS: • TANK 2460KG • TOP SLAB 530KG • TOTAL 2990KG

5. CAPACrTY • TO RIM 5170L • TO INLET INVERT 3985L

6. PLUG LIFTING HOLES AFTER INSTALLATION

NAME SIGNATURE DATE MATERIAL DWG NO.

DRAWN

CH I'D

APPYL)

DO

C4)12/2318 Precast Concrete

ESTIMATED WEIGHT:-

MP2693 PROD CODE. ISHEET 1 OF 1 ISCALE: 120

1 2 3 4 5 6 7 3

I I

A

AT-

A

- STANDARD INSPECTION COVER OPTIONS

SECOND INSPECTION OPENING IF SPECIFIED 10 BY CLIENT 8 -

CONCRETE - M645 - PLASTICM1247 & M1563 45 Lo 0,

B

o STANDARD ACCESS COVER OPTIONS -

- CONCRETE - M644 PLASTIC - M 1 285 & M2756 I I 55 1045

_ DETAIL: LIFTING EYE N., APPROVED 120° & 300° ON WALL

02420

02290

1

1 5 JAN 2019

01 1 Pi

/ SECONDARY INLET PLUGGED NSW MINISTRY OF HEALTH

2 - NOTES:

1. CONCRETE TO 32MPA AT 28 DAYS STANDARD

100mm PIPE

2

• -

1 1 STANDARD LIFT POINT

2. REINFORCEMENT: / • BASE M0769 7 7 • TANK WALL M0830(STANDARD) - OPTIONS M0755/M0757/M0773

D

Lo 71- (NI A

CONN WITH

RUBBER RING 1

95

0

o 0, -q -

7 65 • TOP SLAB M2094 /_. • MIN COVER 20mm / 7 3. PLASTIC AND 31 655 FIBRES MAY BE USED TO REPLACE SIDEWALL .7 REINFORCEMENT / DOSAGE / / • PLASTIC FIBRES - 5.0KG/m 3 CONCRETE (RA D485) / • 316SS FIBRES - 40.0KG/m 3 CONCRETE (S38) / 4. ESTIMATED WEIGHTS:

• TANK: 3480KG

0

-

o / 3 /

• TOP SLAB: 845KG 86 • TOTAL: 4325KG

F

o 71-

/ /

4

- 5. CAPACITY / / • TO RIM: 7835L E

(A W////////////////////// ///////7/, /1 • TO INLET INVERT: 5950L

Lo 02210 0,

6. PLUG LIFTING HOLES AFTER INSTALLATION

_ 02380 _

SECTION A-A MERANO INDUSIIIES m LTD AC C kns DO IJADDJIT OA DO NOT SCALE DRAW NG PROJECT:

AD011011.ANDIOE MO VE DRAWNO.TEBIDC LLCM NTS NOT E emu, o .ra ARV XIMUITON OP SMVICEL LODI OF ACIUAL 01 ADECIEATED EUSMER4 MC 04 AND norm OR COMM/MEAL DA14011 AADKO ROM OE ASSOCIATED WM TNE USE WANT

405 NEWMAN ROAD

GE BUNG, QLI), 4034

UNLESS 0111ERWLSESPECFED1 011,4E149314S ARE IN MILLIMETERS TOLERANCES TH RD ANGLE PROJECTICR1 XX DEBUR AND BREAK SHARP EDGES XS •*

CONCRETE TITLE

6000L COLLECTION WELL F REVISIONS FROCK! VADEDI AC C O DAD CEDIDETNE DLAWEIG p ; ( on 3637 6444

FAX :( 07 ) 3265 2lll

SURFACE FINISH: X.XX

REV. DESCRIPTION DATE APPROVED :====.::::,,,,,c. NAME SIGNATURE DATE MATERIAL DWG NO. REVISNDN

3 RE DRAWN IN CAD, 400mm WALL STEP ADDED 04/12/2018

EV AM El DIE DIDANT AND 'EPONYMY QUALIFIED rEOEISSIODAL

11 E CUSTOMER ...AS OM PRODUCTS.. IX ME DEAMDI4 °4112r4" Precast Concrete MP2093 3 70 IN SKIIIRAFFE SWUM PRODUCT M MIME AND THATiNf

1 I

2 I

3 I CORRECtiCALEW.1 4. A DIAWS10 6 MEM AP PVD ESTIMATED WEIGHT: - P ROD CODE. IsHEEr 1 OF 1 'SCALE: 120 A3