Permit number Building Regulations 2012, regulation 4, 21

PERMIT FORM BA4 Building permit

Form approved by the Building Commissioner on 30 June 2016 of 2

Building Act 2011, section 25 Building Regulations 2012, regulation 4, 21

Permit number 5878

1. Builder details

Builder’s name

Street address (provide lot number where street number is not known)

Unit no

Street no

Level

Lot no

Street name

Street type

Street suffix

Suburb

State

Postcode

Country (if not Australia)

OR

PO Box address PO Box no 1255

Suburb SUBIACO

State WA

Postcode 6008


Registration number or owner-builder approval number (if applicable)

2. Details of building work

Property street address (provide lot number where street number is not known)

Unit no

Street no

Level

Lot no 44

Street name GREAT NORTHERN

Street type HIGHWAY

Street suffix

Suburb NEWMAN

State

Postcode

Nature of the building work

Placement of 15 water tanks a sea container and an 1800mm high fence.

Stage(s) of work

BCA class of the building

Main BCA class 10a

Secondary BCA class (for multi-purpose buildings) 10b

Use(s) of the building Waste Water Treatment Plant Infrastructure Each restriction on use (if applicable)

Estimated value of building work (as determined by permit authority)

BA4

Form approved by the Building Commissioner on 30 June 2016 of 2

3. Applicable certificate of design compliance

Certificate of design compliance issued by:

Building surveying contractor/public authority’s name

Victor Etherington

Phone/fax Phone no 9175 8000

Fax

Email address [email protected] Date 03/06/2021

4. Permit details

All building work permitted by this permit: 1. Must be carried out in accordance with the plans and specifications specified in the applicable certificate of

design compliance for this building permit.

2. Must be carried out in accordance with any conditions set out below:

Conditions

Treatment plant must not commence until Department of Health approval has been received to construct and install.

3. Must be inspected and tested as prescribed under section 36(2)(a) of the Building Act 2011 (refer to the certificate of design compliance for the applicable list of inspections and tests that are to be listed here):

Inspections and tests

4. A permit granted to do one or more stages of building work does not automatically entitle a person to be granted a further building permit for any other stage of the building work.

5. This permit is valid for two years from the date of this permit OR valid until Date

Issuing officer Name

Job title

Permit authority

CERTIFICATE FORM BA3

Certificate of design compliance

Form approved by the Building Commissioner on 14 April 2021 Page 1 of 4

Building Act 2011, section 19 Building Regulations 2012, regulation 4, 18A, 18B, 18C PERMIT AUTHORITY

USE ONLY Reference number 5878

BUILDING SURVEYING USE ONLY

Reference number

1. Property this certificate relates to Property street address (provide lot number where street number is not known)

Unit no

Street no

Level

Lot no 44

Street name GREAT NORTHERN

Street type HIGHWAY

Street suffix

Suburb NEWMAN

State WA

Postcode 6753

Local government area SHIRE OF EAST PILBARA

Main BCA class of the building

10a

Secondary BCA class (for multi-purpose buildings)

10b Third BCA class (for multi-purpose buildings)

Use(s) of the building

WASTE WATER TREATMENT INFRASTRUCTURE

Each restriction on use (if applicable)

Description of the building(s) and building work

Placement of 15 water tanks a sea container and a 1800mm high fence.

2. Applicable building standards

The edition of the Building Code applied in respect of this building or incidental structure

NCC SERIES 2019 VOLUME 2 AMENDMENT ONE

Any declaration under section 39 of the Building Act 2011 made in respect of this building or incidental structure

N/A

Bush fire prone areas (only required for the types of buildings or incidental structures stated below)

In respect of a Class 1, Class 2 or Class 3 building or an associated Class 10a building or deck that is located less than six (6) metres from the Class 1, Class 2 or Class 3 building:

Is the building or deck located in a bush fire prone area? Yes No (if No, continue to part 3)

Under regulation 31BA or 31D of the Building Regulations 2012, does a bush fire performance requirement apply to the building or deck?

Yes. The Bushfire Attack Level or other measure is:

No. Does not apply because of:

(if No, nominate the relevant concession(s) provided under regulation(s) 31BA or 31D)

BA3


3. Plans, specifications and other documents

Plans and specifications specified in accordance with section 19(3) of the Building Act 2011

Drawing numbers

Architectural Drawings stamped “certificate of design compliance 5878” PAGES 1 to 12

Specifications

N/A

Technical documents

N/A

4. Other prescribed requirements

Details of any advice given by the FES Commissioner in respect of the plans and specifications (Class 2 to Class 9 buildings only)

N/A

Details of any notification given to the FES Commissioner under regulation 15A(1) of the Building Regulations 2012 (Class 2 to Class 9 buildings only)

N/A

Details of each performance solution and the assessment methods used as required under regulation 18A of the Building Regulations 2012 for:

• Class 2 to Class 9 buildings; or

• the bush fire performance requirement for Class 1 buildings in bush fire prone areas.

N/A

5. Inspections and tests

List the applicable inspections and tests prescribed under section 36(2)(a) of the Building Act 2011 (i.e. as prescribed in regulations 27 and 28 and Schedule 3 of the Building Regulations 2012)

BA3


6. Declaration

1. This building or incidental structure, if completed in accordance with the plans, specifications and technical documents specified in part 3 of this certificate, will comply with each applicable building standard.

2. I have applied the edition of the Building Code specified in part 2 of this certificate in respect of the building or incidental structure.

3. A declaration under section 39 of the Building Act 2011 that a building standard does not apply or is modified in a way as specified in part 2 of this certificate in respect to this building or incidental structure has been made or has not been made.

4. Each performance solution that is relied upon to establish compliance with a building standard is shown on the plans and specifications specified in part 3 of this certificate. Where required, I have made the necessary statements in part 4 of this certificate.

5. Where required by the Building Regulations 2012, plans and specifications provided in sufficient detail to allow assessment of compliance with the FES Commissioner’s operational requirements were provided to the FES Commissioner at least 15 business days prior to the date of this certificate.

6. Details of any advice given by the FES Commissioner in respect of the plans and specifications are set out in part 4 of this certificate.

7. I have notified the FES Commissioner of the details of any part of the FES Commissioner’s advice that is not incorporated in the plans and specifications specified in part 3 of this certificate and the reasons for not incorporating that advice and details of this notification are set out in part 4 of this certificate.

8. Where this certificate relates to a Class 1, Class 2 or Class 3 building or an associated Class 10a building or deck that is located less than six (6) metres from the Class 1, Class 2 or Class 3 building, I have made the required statements in part 2 of this certificate in respect to bush fire prone areas.

9. I am an independent building surveyor as defined in section 4 of the Building Act 2011.

Building surveying practitioner’s name VICTOR ETHERINTON


Unit no

Street no

Level

Lot no

Street name

Street type

Street suffix

Suburb

State

Postcode


OR

PO Box address PO Box no 22

Suburb NEWMAN

State WA

Postcode 6753


Email address [email protected]

Phone/fax Phone no 08 9175 8000

Fax

Registration details

Building surveying practitioner’s signature

BA3


7. Certificate issued by Building surveying contractor / public authority’s name

SHIRE OF EAST PILBARA


Unit no

Street no

Level

Lot no

Street name

Street type

Street suffix

Suburb

State

Postcode


OR

PO Box address PO Box no PMB 22

Suburb NEWMAN

State WA

Postcode 6753


Email address [email protected]

Phone/fax Phone no 08 9175 8000

Fax

Registration details (contractors only)

Registration number

Level

Building surveying contractor/public authority officer’s signature

24 STANDARD CARBAYS AND 2 DISABLED BAYS72 EXISTING SINGLE STOREY ROOMS

6 EXISTING DISABLED ROOMS

ADMIN OFFICE

36 EXISTING DOUBLE STOREY ROOM

OPEN DRAIN

LAUNDRY

40 EXISTING SINGLE STOREY ROOMS

LINEN STORE

LAUNDRYRETROSPECTIVE D.A:MANAGER'S & STAFF RESIDENCES

RETROSPECTIVE D.A: GYM &REC ROOM

MAINTENANCE SHED

EXISTING GENERATOR SHED

55 BUILDINGS +4 LAUNDRIES

OPEN SPACEREC. AREA

NEW DEVELOPMENT AREA: EXTENDED DINING ROOM (II)

WWTPNEW DEVELOPMENT AREA:CAR PARK 36 BAYS

FUTURE SINGLE STOREY ACCOM.72 BUILDINGS (278 ROOMS)INCLUDING 6X DISABLED PLUS 2 XLAUNDRIES

54 PARKING BAYS. UNSEALED

NEW DEVELOPMENT AREA:79 PARKING UNSEALED BAYS

NEW DEVELOPMENT AREA: EXTENDED KITCHEN

STAGE 1: NEW DEVELOPMENT AREA

BUS waiting

NEW DEVELOPMENT AREA: 5PARKING BAYS UNSEALEDROAD TRAINS

LIGHT INDUSTRYRESTRICTED TO

PATRON SERVICE

EMERGENCYROAD OUT

NATURALAMPHITHEATRE

NEW DEVELOPMENT AREA:1 BUS BAY

NEW DEVELOPMENT AREA:CAR PARK 20 BAYS

EXISTING TREES TO BERETAINED

X

MUSTER POINT

NEW DEVELOPMENT AREA:BUS TURNAROUND

NEW DEVELOPMENTAREA:258 PARKING BAYS.UNSEALED

X

MUSTER POINT

LAUNDRY

DISABLEDROOMS NEW DEVELOPMENT AREA:

9000mm SETBACK TOBOUNDARIES AND GREENSCREEN VEGETATION BUFFERFOR HOME

D.A ADDITION: DOUBLE CAR PORT

NEW DEVELOPMENT AREA:1 BUS BAY

RETROSPECTIVE D.A: CARPORT

PROPOSED BAR

RETROSPECTIVE D.A: DINING ROOM (I)

DA ADDITION: WATER TANK

RETROSPECTIVE D.A: 5BUILDINGS

CARPORT

D.A ADDITION: PORTICO

D.A ADDITION: SHADE STRUCTURE

8200

61000

1. CHECK DIMENSIONS PRIOR TO CONSTRUCTION2. DO NOT SCALE FROM DRAWINGS3. DRAWINGS ARE TO BE READ IN CONJUNCTIONWITH STRUCTURAL ENGINEERS DRAWINGS4. BUILDER TO CONFIRM SITE SETOUT, LEVELS &BOUNDARIES PRIOR TO CONSTRUCTION5. BUILDER TO ADVICE OF DEVIATIONS FROM THEDRAWINGS PRIOR TO CONSTRUCTION6. ADVICE ANY DISCREPANCIES FORRESOLUTION PRIOR TO CONSTRUCTION7. ALL CONSTRUCTION ARE TO BE CARRIED OUTIN ACCORDANCE WITH THE CURRENTAUSTRALIAN STANDARDS & BUILDING CODE OFAUSTRALIA

1 ISSUED FOR D.A 21-12-20

P: 0420763885E: [email protected]

M A T T H I E S S E NA R C H I T E C T S

OASIS AT NEWMAN

SCALE 1:2500 @ A3

0 10m 30m 60m 100m

MASTER PLAN

1. BUILDER TO CHECK SITE AND BOUNDARYSURVEY AND CURRENT PEG OUT OF SITE.REPORT DISCREPANCIES TO CLIENT2. BUILDER TO CHECK LOCATION OF EXISTINGTREES. REPORT DISCREPANCIES ANDCLASHES TO CLIENT

2 ISSUED FOR D.A 23-12-203 ISSUED FORINFORMATION 07-01-214 ISSUED FOR D.A 14-01-215 ISSUED FOR D.A ADDITION 10-02-216 ISSUED FOR D.A 16-03-21

GRID IS 10m x 10m

7 ISSUED FOR B.A 08-04-218 ISSUED FOR B.A 28-04-21

Certificate of Design Compliance 5878

BUILDING PERMIT 5878

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8

3 OF 73 OF 7

1:500 1:500

AQUASOLWater Treatment Solutions82-86 BERINGARRA AVE

MALAGA WA 6090

T: +61 8 9248 7533

ACN: 157 831 411

DATE:22.04.21 250 M3/HR WASTEWATER RECYCLING PLANT

SATELITE VIEW – PROPOSED WWTP AREA

AQ-OAS-004-03

LYU

LYU

NEWMAN

OASIS

DESIGN:

DRAWN:

PROJECT:

CLIENT:

DRAWING TITLE:

DOCUMENT NO:

© Copyright AQUASOL February 2021. This document is and shall remain the proper ty of Aquasol and may only be used for the

purposes or demonstration in accordance with terms outl ined in this document or attached documents. Unauthor ised use of this

document or design in any form whatsoever is prohibited, and Aquasol reserves the right to take legal action.

1REVISION:

A3SHEET SIZE: SCALE:

PAGE:

TYPE:ORTH / ISOM / P&ID

BAL

BAL

BAL

CL

BO

BOFW

BOFW

FWFW OUT

BORE WATER FEED

BALANCE TANK FEED



A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8

4 OF 74 OF 7

1:200 1:200


MALAGA WA 6090

T: +61 8 9248 7533

ACN: 157 831 411


SITE GENERAL LAYOUT

AQ-OAS-004-04

LYU

LYU

NEWMAN

OASIS

DESIGN:

DRAWN:

PROJECT:

CLIENT:

DRAWING TITLE:

DOCUMENT NO:



document or des ign in any form whatsoever is prohibited, and Aquasol reserves the right to take legal action.

3REVISION:


PAGE:


BALANCE

BALANCE

BALANCE

CHLORINE

IRRIGATIONBORE

WATER

BORE

WATERFRESH

WATER

BORE

WATERFRESH

WATER

FRESH

WATER

SBR 1

SBR 2SBR 3

SBR 4

SLUDGE

TANK

POLISH TANK

1

POLISH TANK

2

AEROBIC

TANK

PHASE 1 INSTALLATION

QTOTAL = 70 m3.day-1

SBR 5

Ø4570


QTOTAL = 250 m3.day-1

ALL TANKS ~ 4600 Ø

BORE

WATER

BORE

WATER

BORE

WATER

FRESH

WATER

FRESH

WATER

FRESH

WATER

SW – VEHICLE ACCESS GATE

2 X 2000

NE – VEHICLE ACCESS GATE

2 X 2000

PERSONNEL ACCESS GATE

1 X 900 *

PERIMETER FENCE

LEGEND


NEW TANKS 50 m3, 4600Ø

- POLISH TANK 1 (50 M3)

- SEQUENTIAL BATCH REACTOR (SBR) 1, 2 (50 M3)

- AEROBIC TANK (50 M3)


NEW TANKS 50 m3, 4600Ø

- POLISH TANK 2 (50 M3)

- SEQUENTIAL BATCH REACTOR (SBR) 3, 4, 5 (50 M3)

NEW WASTEWATER

RECYCLING PLANT AREA

PROPOSED FUTURE INSTALLATION

LOCATIONS

- BORE WATER TANK

- FRESH WATER TANK

OASIS BOUNDARY



A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8

1:50 1:50


MALAGA WA 6090

T: +61 8 9248 7533

ACN: 157 831 411


40' SEA CONTAINER ELEVATION PLAN

AQ-OAS-004-05

LYU

LYU

NEWMAN

OASIS

DESIGN:

DRAWN:

PROJECT:

CLIENT:

DRAWING TITLE:

DOCUMENT NO:



document or design in any form whatsoever is prohibited, and Aquasol reserves the right to take legal action.

3REVISION:


PAGE:


WASTEWATER RECYCLING PLANT

FILTRATION SEA CONTAINER

POLISH TANK 2SBR 3FROM NORTH WEST

FROM SOUTHWEST

POLISH TANK 2 POLISH TANK 1

WASTEWATER RECYCLING PLANT

FILTRATION SEA CONTAINER1

800

302

5

2440

4600

302

5

121921175 1175

180

0

4600

46004600 1650

40' SC DOOR 40' SC DOOR

5 OF 75 OF 7



A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8

1:240

AQUASOLWater Treatment Solutions82-86 BERINGARRA AVEMALAGA WA 6090T: +61 8 9248 7533ACN: 157 831 411

DATE:01.06.21 OASIS@NEWMAN

WATER TREATMENT PLANT – CURRENT LAYOUT AS OF 05.05.21

AQ-OAS-001-04

LYU

LYU

NEWMAN

OASIS

DESIGN:

DRAWN:

PROJECT:

CLIENT:

DRAWING TITLE:

DOCUMENT NO:

© Copyright AQUASOL February 2021. This document is and shall remain the property of Aquasol and may only be used for the purposes or demonstration in accordance with terms outlined in this document or attached documents. Unauthorised use of this document or design in any form whatsoever is prohibited, and Aquasol reserves the right to take legal action.

3REVISION:


PAGE:4 OF 15


BALANCE TANK 2

BALANCE TANK 3

BALANCE TANK 1

CHLORINEIRRIGATION

BORE WATER 3

BORE WATER 2

FRESH WATER 3

BORE WATER 1

FRESH WATER 2

FRESH WATER 1

CHLORINATION PLANT(TRISTAR)

RO PLANT

32169

3080

9030

2080

3440

0

WP-1

19290

CO

MPAC

T DIR

T PAD

LOO

SE DIR

T

PUMP RUSCH7.5KW 50HZ

BP-0

OLD / DECOMMISSIONED DONGERS / FACILITIES

WP-3

WP-2

BRUSH / SCRUB

WP-4

24130

5556

WP-5

STORAGE CONTAINERPALLETSIBCSPARE 32 KL TANKS

RT320003000 X 3950

1

2

3SPARE 32 KL TANK

RT320003000 X 3950

RT320003000 X 3950

4

LOOSE DIRT

1

2

4

3

MAY REMAIN UNCHANGED.

SPARE TANKS, STORAGE CONTAINER AND PALLETS TO BE CLEARED AND RELOCATED FROM STP SITE.

TO BE USED AS STP SLUDGE TANK.

ANTENNAE TO REMAIN AS IS.

REQUIRED SITE / EARTHWORKS ACTION BY OASIS@NEWMAN

COMPACTED DIRT/EARTHWORKS

5

5 EARTHWORKS: COMPACTED DIRT AREA TO BE EXTENDED TOWARDS SOUTH-WEST BY ~ 8000.COMPACT DIRT AREA TO BE COVERED WITH SAND.

RADIO ANTENNAE

ACRONYM

BP

WP

DESCRIPTION

BOUNDARY POINT

WORKING POINT

OASIS SITE BO

UN

DAR

Y

OASIS SITE BOUNDARY

COMPACT DIRT PAD COMPACT DIRT PAD

LOOSE DIRT

8000



A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8

1:240



WATER TREATMENT PLANT – CURRENT LAYOUT AS OF 05.05.21

AQ-OAS-001-04

LYU

LYU

NEWMAN

OASIS

DESIGN:

DRAWN:

PROJECT:

CLIENT:

DRAWING TITLE:

DOCUMENT NO:


3REVISION:


PAGE:5 OF 15


T-202RT32000

T-201RT32000

T-203RT32000

CHLORINEIRRIGATION

BORE WATER 3

BORE WATER 2

FRESH WATER 3

BORE WATER 1

FRESH WATER 2

FRESH WATER 1

CHLORINATION PLANT(TRISTAR)

RO PLANT

32169

3080

9030

2080

3440

0

WP-1

19290

LOO

SE DIR

T

PUMP RUSCH7.5KW 50HZ

BP-0

OLD / DECOMMISSIONED DONGERS / FACILITIES

WP-3

WP-2

24130

8540

WP-5

CRANE ACCESS TO TANKS T-401 – T-406SUBMERSIBLE AERATOR REMOVAL FOR MAINTENANCE~ 5 YEAR INTERVAL

T-501SLUDGERT32000

3000 X 3950

1

LOOSE DIRT

1

2

4

3

MAY REMAIN UNCHANGED.

SPARE TANKS, STORAGE CONTAINER AND PALLETS TO BE CLEARED AND RELOCATED FROM STP SITE.

TO BE USED AS STP SLUDGE TANK.

ANTENNAE TO REMAIN AS IS.

REQUIRED SITE / EARTHWORKS ACTION BY OASIS@NEWMAN

5

COMPACT DIRT PAD

T-602

T-405SBR 5

T-406SBR 6

T-404SBR 4

T-403SBR 3

T-402SBR 2

OASIS SITE BO

UN

DAR

Y

OASIS SITE BOUNDARY

T-601

T-401SBR 1

40200

1444

7

ACRONYM

BP

WP

DESCRIPTION

BOUNDARY POINT

WORKING POINT

WP-4

4RADIO ANTENNAE

LOOSE DIRT

WP-2.1

8000

FENC

E

FENC

E

5556

EARTHWORKS: COMPACTED DIRT AREA TO BE EXTENDED TOWARDS SOUTH-WEST BY ~ 8000.COMPACT DIRT AREA TO BE COVERED WITH SAND.

6000

600



A

B

C

D

E

F

G

H

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B

C

D

E

F

G

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7 OF 77 OF 7

1:40 1:40


MALAGA WA 6090

T: +61 8 9248 7533

ACN: 157 831 411


SEA CONTAINER INTERNAL GENERAL ARRANGEMENT

AQ-OAS-001-02

LYU

LYU

NEWMAN

OASIS

DESIGN:

DRAWN:

PROJECT:

CLIENT:

DRAWING TITLE:

DOCUMENT NO:



document or des ign in any form whatsoever is prohibited, and Aquasol reserves the right to take legal action.

1REVISION:


PAGE:


CV

CV

T1

FLOCCULANT

DOSE TANK

T2

CHLORINE DOSE

TANK

CHEMTROL BOARD

pH NTU FAC ANALYSIS

C V

C V

DOSE PUMPS

UV STERILIZER

F1

AQ6500 450MM

MEDIA FILTER

F2

AQ6500 450MM

MEDIA FILTER

F3

AQ6500 450MM

MEDIA FILTER

F4

AQ6500 450MM

MEDIA FILTER

F5

AQ6500 450MM

MEDIA FILTER

FP01

FP02

SLUDGE DRYING

BAG

SLUDGE DRYING

BAG – FILTRATE

RETURN PUMP

CONTROL PANEL

AIR

COMPRESSOR

SOLENOID

VALVE BANK

SCREENED

SEWERAGE

PUMP

SOLIDS

DISPOSAL BIN

ROTATING

SCREEN

ASSEMBLY 230

0

2200

PA

RT

ITIO

N W

AL

L

PA

RT

ITIO

N W

AL

L

7470 2190

800

RAW SEWERAGE FEED IN

SCREENED SEWERAGE

FROM POLISH TANKSTO IRRIGATION

FROM SLUDGE TANK

SLUDGE FILTRATE LIQUIER TO

BALANCE TANKS



A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8

1:45



STP SEA CONTAINER ANCHOR DETAIL

AQ-OAS-003-01

LYU

LYU

NEWMAN

OASIS

DESIGN:

DRAWN:

PROJECT:

CLIENT:

DRAWING TITLE:

DOCUMENT NO:


1REVISION:


PAGE:6 OF 15


LARGE AREA EXPOSED (SIDE)ASIDE = 35.31 M2

FW = 11600 KG

FW

300

2600

250

1450

VMAX = 28 KM.H-1

PSIDE = 89.53 N.M-2

RSIDE = 3161 M2

FW = 11600 KG

VMAX = 28 KM.H-1

http://www.bom.gov.au/climate/averages/tables/cw_007151.shtmlhttps://www.worldweatheronline.com/pilbara-weather-averages/western-australia/au.aspx

SIDE OVERTURN MOMENTOTMSIDE = 4577.36 N1.6x mBALLAST-REQUIRED = 84.54 KG

FW >> 1.6x mBALLAST-REQUIRED

NO ADDITIONAL TIEDOWNS REQUIRED

12190

40 MPa CONCRETE BASE250 X 300 X 2800504 KG

40 MPa CONCRETE BASE250 X 300 X 2800504 KG

STEEL SEA CONTAINER ANCHOR BRACKET

M16 THREAD RODCHEM ANCHOR



A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8

A

B

C

D

E

F

G

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1 2 3 4 5 6 7 8

1:80



STP SIDE ELEVATION PLAN

AQ-OAS-003-02

LYU

LYU

NEWMAN

OASIS

DESIGN:

DRAWN:

PROJECT:

CLIENT:

DRAWING TITLE:

DOCUMENT NO:


1REVISION:


PAGE:7 OF 14


WASTEWATER RECYCLING PLANTFILTRATION SEA CONTAINER

POLISH TANK 1

SBR 1

FROM NORTHWEST

1800

3025

2440

4600 4600

3025

600 600 600 600 600

FROM SOUTHWEST

SBR 1SBR 2SBR 3SBR 4SBR 5SBR 6

TANK WEIGHT AT 80 VOL.% CAPACITY43,000 KG

FW = 43,000 KG



4575

TANK DIA

0

90

180

M1N1

N1

100

292

5 TA

NK

WA

LL H

EIG

HT

340

0 TA

NK

HEIG

HT

PERSPECTIVE VIEW

M1

TOP VIEW

FRONT VIEW

270

N1

STORAGE TANK 1, 2, 3, 4, 5 & 6 - IT500001.2 - SMC93403

NOZZLE DN HEIGHT NOZZLE ANGLE DESCRIPTION CONNECTION

N1 80 100 0 NOZZLE 1 DN80 TABLE 'D' FLANGE

M1 455 ROOF 0 MANHOLE AND COVER

MANUFACTURER STD

APVD

11R

EV

ISIO

NS

CHKD

SIZE SHEET A3

SHEET OF

PRODUCT

SCALE DESCRIPTION

PRODUCT CODE DATE DRAWING No BY

MATERIAL

REV

SURFACE FINISH WALL THICKNESS

DATE

C

D

A

B

C

D

E

F

B

2

6

E

5 64

5432

A

1

1 3 THIS DRAWING IS THE COPYRIGHT OF COERCO. IT CANNOT BE COPIED IN PART OR FULL WITHOUT THE WRITTEN PERMISSION OF COERCO C

18MAY202193403 - STORAGE TANK 1, 2, 3, 4, 5 & 6

93403 - IT500001.2 - SMC

LLDPE

NTS

SMOOTH CREAM1.2SG A GT 18MAY2021 INITIAL RELEASE

93403



4575

TANK DIA

0

90

180

M1N1

N1

N2

N2

100

100

292

5 TA

NK

WA

LL H

EIG

HT

340

0 TA

NK

HEIG

HT

PERSPECTIVE VIEW

M1

N2

TOP VIEW

FRONT VIEW

270

N1

STORAGE TANK 7 - IT500001.2 - SMC93403





MANUFACTURER STD

APVD

11R

EV

ISIO

NS

CHKD

SIZE SHEET A3

SHEET OF

PRODUCT

SCALE DESCRIPTION


MATERIAL

REV


DATE

C

D

A

B

C

D

E

F

B

2

6

E

5 64

5432

A

1


18MAY202193403 - STORAGE TANK 793403 - IT500001.2 - SMC

LLDPE

NTS


93403



4575

TANK DIA

0

90

180

M1N1

N1

N2

N2

100

292

5 TA

NK

WA

LL H

EIG

HT

340

0 TA

NK

HEIG

HT

PERSPECTIVE VIEW

M1

TOP VIEW

FRONT VIEW

270

N1

STORAGE TANK 8 - IT500001.2 - SMC93403





MANUFACTURER STD

APVD

11R

EV

ISIO

NS

CHKD

SIZE SHEET A3

SHEET OF

PRODUCT

SCALE DESCRIPTION


MATERIAL

REV


DATE

C

D

A

B

C

D

E

F

B

2

6

E

5 64

5432

A

1


18MAY202193403 - STORAGE TANK 8

93403 - IT500001.2 - SMC

LLDPE

NTS


93403



Permit number Building Regulations 2012, regulation 4, 21

Documents

Transcript of Permit number Building Regulations 2012, regulation 4, 21