a-01 · - paint finish feature entry wall with signage office entry canopy to detail 6 0 0 4 0 0...

47
OFFICE 300m² WORKSHOP 1485m² CAR PARK 15 BAYS ACCESS ROAD A-03.00 1 A-03.00 2 A-03.00 3 A-03.00 4 18000 11000 18000 11000 18000 6000 16000 16553 20000 6000 27500 6000 20000 10500 6000 6000 6000 5500 1150 0 2000 2040 0 6000 1000 0 2140 0 7555 8000 PAVED AREA 15142 m² DEVELOPED LAND CONCRETE HARDSTAND ASPHALT PROPOSED ROAD CONNECTION TO ASHWORTH ROAD LANDSCAPE AREA LANDSCAPE AREA SWALE SWALE SWALE SWALE ASPHALT COMPACTED ROAD BASE HARDSTAND COMPACTED ROAD BASE HARDSTAND SWALE 3000 8000 3000 6000 6000 2000 1540 0 2000 6000 10000 6000 88000 6000 TRUCK PARKING 12 BAYS 6000 19m SEMI TRAILER 10m GARBAGE TRUCK 10m GARBAGE TRUCK 19m SEMI TRAILER (10m GARBAGE TRUCK) 36270 TRUCK PARKING 18 BAYS (10m GARBAGE TRUCK) 10000 2500 19000 2500 4000 12000 PROPOSED DEPOT PROPOSED ROAD CONNECTION SITE AREAS PARKING WORKSHOP 1485m² OFFICE 300m² TOTAL (OFFICE + WORKSHOP) 1785m² CONCRETE HARDSTAND 605m² COMPACTED ROAD BASE HARDSTAND 4059m² PAVED AREA 379m² ASPHALT (INC.CAR PARKING & ACCESS RD) 2634m² DEVELOPED LAND AREA 15142m² TOTAL NUMBER OF PEOPLE WORKING IN WORKSHOP & OFFICE 8 PERSONS TOTAL CAR BAYS PROVIDED 15 BAYS INC. 1 ACCESSIBLE BAY TRUCK PARKING (10m GARBAGE TRUCK) 30 BAYS NOTE: PARKING BAY TO BE CONFIRMED TO MEET COUNCIL REQUIREMENTS TRAFFIC NOTES INTERNAL TRAFFIC CURRENTLY INCLUDE ONLY NON- ARTICULATED TRUCKS WITH SOME DELIVERIES BY ARTICULATED TRUCKS (SEMI-TRAILERS) CROSSOVERS, ACCESS ROADS, AND TURNING AREAS DESIGNED TO SUIT ARTICULATED TRUCK AND TRAILER AS PER TRAFFIC IMPACT STATEMENT TURNING CIRCLE OF 10M GARBAGE TRUCK AND 19M SEMI-TRAILER SHOWN ARE BASED ON MAIN ROADS WESTERN AUSTRALIA TURNING TEMPLATE DRAWINGS 6M WIDE VEHICLE ACCESS ROAD CONNECTION TO ASHWORTH ROAD 723m APPROX. ASHWORTH ROAD CROSSOVER TO COUNCIL REQUIREMENTS 19m SEMI TRAILER 19m SEMI TRAILER 6000 THIS COMPUTER FILE/DRAWING IS COPYRIGHT MATERIAL AND THE PROPERTY OF OLK + ASSOCIATES. THE CONTENTS OF THIS FILE/DRAWING MAY NOT BE DIVULGED, REPRODUCED ON ANY MEDIA, OR DISTRIBUTED BY ANY MEANS, WITHOUT THE EXPRESS WRITTEN PERMISSION OF OLK + ASSOCIATES. DATA IS SUPPLIED FOR INFORMATION ONLY WITH THE HARD COPY TAKING PRECEDENCE EVERY TIME. WHERE NECESSARY YOUR OWN SHOP DRAWINGS SHOULD BE GENERATED. DO NOT SCALE FROM THIS DRAWING, VERIFY ALL DIMENSIONS ON SITE, PRIOR TO COMMENCEMENT OF ANY WORKS. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL SCHEDULES OF WORKS, SPECIFICATIONS, FINISHES AND EQUIPMENT SCHEDULES. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH STRUCTURAL ENGINEERING PLANS. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CURRENT SPECIFICATIONS AND THE STANDARDS ASSOCIATION OF AUSTRALIA. SPECIAL ATTENTION IS TO BE PAID TO THE RELEVANT BUILDING CLASSIFICATIONS WHICH THIS PROJECT AND FINAL BUILDING USE NOW RELATES TO, WITHIN THE NCC. (FORMALLY BCA) THE ISSUANCE OF ELECTRONIC INFORMATION IN ANY FORMAT DOES NOT RELIEVE ANY RESPONSIBILITY FOR CONTRACTUAL OBLIGATIONS WHICH INCLUDE, BUT IS NOT LIMITED TO, ENSURING THE WORK IS COMPLETE, ACCURATE AND CORRECT. GENERAL NOTES CLIENT: PROJECT: DRAWING TITLE: DWG NO. SCALE: REV @ A1 PROJECT No. ISSUED FOR: DRAWN BY: CHECKED BY: ENGINEER: CLIENT REPRESENTATIVE: REV 59 canning road kalamunda wa 6076 po box 1427 kalamunda wa 6926 t 08 9293 0296 f 08 9293 0543 olk.com.au As indicated KG R 28/10/2016 4:00:39 PM 28/10/20 16 4:00:39 PM R DA APPROVAL A-01.00 I-AHRN-AVO-01 MD AO - SITE PLAN AHRENS GROUP for AVON WASTE A-01.00 I-AHRN -AVO-01 AVON WASTE TRANSPORT DEPOT LOT 5113 GREAT SOUTHERN HWY DALIAK, WA, 6302 1 : 500 Site Plan 2 N ORTH N ORTH Location Plan 1 1:5000 REVISIONS REV DATE DESCRIPTION BY M 10.05.16 PRELIMINARY MD N 08.07.16 PRELIMINARY MD O 23.08.16 PRELIMINARY SD P 31.08.16 DA APPROVAL SD Q 16.09.16 DA APPROVAL SD R 28.10.16 DA APPROVAL MD 1 : 1000 Road Connection Plan 3

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Page 1: A-01 · - paint finish feature entry wall with signage office entry canopy to detail 6 0 0 4 0 0 colorbond wall cladding outdoor paved area 7 5 0 oil bay 6 spray bin store booth 2

OFFICE

300m²

WORKSHOP

1485m²

CAR PARK15 BAYS

AC

CE

SS

RO

AD

A-03.00 1

A-03.002

A-03.00

3

A-03.00

4

1800

011

000

1800

011

000

1800

060

0016

000

16553 20000 6000 27500 6000 20000 10500

6000

6000

6000

5500

1150

020

00

2040

0

6000

10000

21400

7555

8000

PAVED AREA

15142 m²DEVELOPED LAND

CONCRETEHARDSTAND

ASPHALT

PROPOSED ROADCONNECTION TOASHWORTH ROAD

LANDSCAPE AREA

LAN

DS

CA

PE

AR

EA

SWALE

SW

ALE

SW

ALE

SWAL

E

ASPHALT

COMPACTEDROAD BASEHARDSTAND

COMPACTEDROAD BASEHARDSTAND

SW

ALE

3000 8000 3000

6000

6000

2000

15400

20006000

1000

060

0088

000

6000

TRUCK PARKING

12 BAYS

6000

19m

SE

MI T

RA

ILE

R

10m GARBAGE TRUCK

10m

GA

RB

AG

E T

RU

CK

19m

SE

MI T

RA

ILE

R

(10m GARBAGE TRUCK)

3627

0

TRUCK PARKING

18 BAYS(10m GARBAGE TRUCK)

10000

2500

1900

0

2500

4000

12000

PROPOSED DEPOT

PROPOSED ROAD CONNECTIONSITE AREAS

PARKING

WORKSHOP 1485m²OFFICE 300m²TOTAL (OFFICE + WORKSHOP) 1785m²CONCRETE HARDSTAND 605m²COMPACTED ROAD BASE HARDSTAND 4059m²PAVED AREA 379m²ASPHALT (INC.CAR PARKING & ACCESS RD) 2634m²

DEVELOPED LAND AREA 15142m²

TOTAL NUMBER OF PEOPLE WORKINGIN WORKSHOP & OFFICE 8 PERSONS

TOTAL CAR BAYS PROVIDED 15 BAYSINC. 1 ACCESSIBLE BAY

TRUCK PARKING (10m GARBAGE TRUCK) 30 BAYS

NOTE: PARKING BAY TO BE CONFIRMEDTO MEET COUNCIL REQUIREMENTS

TRAFFIC NOTES

INTERNAL TRAFFIC CURRENTLY INCLUDE ONLY NON-ARTICULATED TRUCKS WITH SOME DELIVERIES BYARTICULATED TRUCKS (SEMI-TRAILERS)

CROSSOVERS, ACCESS ROADS, AND TURNING AREASDESIGNED TO SUIT ARTICULATED TRUCK ANDTRAILER AS PER TRAFFIC IMPACT STATEMENT

TURNING CIRCLE OF 10M GARBAGE TRUCK AND 19MSEMI-TRAILER SHOWN ARE BASED ON MAIN ROADSWESTERN AUSTRALIA TURNING TEMPLATE DRAWINGS

6M WIDE VEHICLE ACCESSROAD CONNECTION TOASHWORTH ROAD

723m

AP

PR

OX

.

ASHWORTH ROAD

CROSSOVER TO COUNCILREQUIREMENTS

19m SEMI TRAILER19m SEMI TRAILER

6000

THIS COMPUTER FILE/DRAWING IS COPYRIGHTMATERIAL AND THE PROPERTY OF OLK + ASSOCIATES.THE CONTENTS OF THIS FILE/DRAWING MAY NOT BEDIVULGED, REPRODUCED ON ANY MEDIA, ORDISTRIBUTED BY ANY MEANS, WITHOUT THE EXPRESSWRITTEN PERMISSION OF OLK + ASSOCIATES.

DATA IS SUPPLIED FOR INFORMATION ONLY WITH THEHARD COPY TAKING PRECEDENCE EVERY TIME.

WHERE NECESSARY YOUR OWN SHOP DRAWINGSSHOULD BE GENERATED.DO NOT SCALE FROM THIS DRAWING, VERIFY ALLDIMENSIONS ON SITE, PRIOR TO COMMENCEMENT OFANY WORKS.

THIS DRAWING IS TO BE READ IN CONJUNCTION WITHALL SCHEDULES OF WORKS, SPECIFICATIONS,FINISHES AND EQUIPMENT SCHEDULES.

THIS DRAWING IS TO BE READ IN CONJUNCTION WITHSTRUCTURAL ENGINEERING PLANS.

ALL MATERIALS AND WORKMANSHIP SHALL BE INACCORDANCE WITH THE CURRENT SPECIFICATIONSAND THE STANDARDS ASSOCIATION OF AUSTRALIA.

SPECIAL ATTENTION IS TO BE PAID TO THE RELEVANTBUILDING CLASSIFICATIONS WHICH THIS PROJECTAND FINAL BUILDING USE NOW RELATES TO, WITHINTHE NCC. (FORMALLY BCA)

THE ISSUANCE OF ELECTRONIC INFORMATION IN ANYFORMAT DOES NOT RELIEVE ANY RESPONSIBILITYFOR CONTRACTUAL OBLIGATIONS WHICH INCLUDE,BUT IS NOT LIMITED TO, ENSURING THE WORK ISCOMPLETE, ACCURATE AND CORRECT.

GENERAL NOTES

CLIENT:

PROJECT:

DRAWING TITLE:

DWG NO.

SCALE:

REV

@ A1

PROJECT No.

ISSUED FOR:

DRAWN BY: CHECKED BY: ENGINEER: CLIENT REPRESENTATIVE:

RE

V

59 canning road kalamunda wa 6076po box 1427 kalamunda wa 6926

t 08 9293 0296f 08 9293 0543

olk.com.au

As indicated

KG

R

28/1

0/20

16 4

:00:

39 P

M

28/1

0/20

16 4

:00:

39 P

M

R

DA APPROVAL

A-01.00I-AHRN-AVO-01

MD AO -

SITE PLAN

AHRENS GROUP for AVON WASTE

A- 0

1.0 0

I-A

HR

N-A

VO

-01

AVON WASTE TRANSPORT DEPOTLOT 5113 GREAT SOUTHERN HWYDALIAK, WA, 6302

1 : 500

Site Plan2

NORTHNORTH

Location Plan1

1:5000

REVISIONS

REV DATE DESCRIPTION BY

M 10.05.16 PRELIMINARY MD

N 08.07.16 PRELIMINARY MD

O 23.08.16 PRELIMINARY SD

P 31.08.16 DA APPROVAL SD

Q 16.09.16 DA APPROVAL SD

R 28.10.16 DA APPROVAL MD

1 : 1000

Road Connection Plan3

Page 2: A-01 · - paint finish feature entry wall with signage office entry canopy to detail 6 0 0 4 0 0 colorbond wall cladding outdoor paved area 7 5 0 oil bay 6 spray bin store booth 2

WORKSHOP

1485m²

WELDBAY

SPRAYBOOTH

BIN STORE

BAY 1 BAY 2

BAY 3 BAY 4

BAY 5 BAY 6

STORE CRIB

WASH BAY

STORE OIL

TYRE BAY

OFFICE

12850 1800 7235 5415

27500

13750 13750

WC

27500

7000

1100

011

000

6000

6000

6000

1100

060

0060

0060

00

SPARE

5M WIDE X6MHIGH RD

5M WIDE X6MHIGH RD

3M WIDE X3MHIGH RD

3M WIDE X3MHIGH RD

3M WIDE X3MHIGH RD

5M WIDE X6MHIGH RD

5M WIDE X6MHIGH RD

5M WIDE X6MHIGH RD

5M WIDE X6MHIGH RD

5M WIDE X6MHIGH RD

5M WIDE X6MHIGH RD

5M WIDE X6MHIGH RD

5M WIDE X6MHIGH RD

3M WIDE X3MHIGH RD

1800

011

000

1800

011

000

1800

0

7600

0

12850 1800 12850

MALE WC

MALE SHR /

CHANGE

FEMALE WC/

CHANGE

UNISEXACC.

LUNCH ROOM

STORE

OFFICE300m²

2040

0

1496

0

5440

15400

OUTDOOR PAVED AREA

THIS COMPUTER FILE/DRAWING IS COPYRIGHTMATERIAL AND THE PROPERTY OF OLK + ASSOCIATES.THE CONTENTS OF THIS FILE/DRAWING MAY NOT BEDIVULGED, REPRODUCED ON ANY MEDIA, ORDISTRIBUTED BY ANY MEANS, WITHOUT THE EXPRESSWRITTEN PERMISSION OF OLK + ASSOCIATES.

DATA IS SUPPLIED FOR INFORMATION ONLY WITH THEHARD COPY TAKING PRECEDENCE EVERY TIME.

WHERE NECESSARY YOUR OWN SHOP DRAWINGSSHOULD BE GENERATED.DO NOT SCALE FROM THIS DRAWING, VERIFY ALLDIMENSIONS ON SITE, PRIOR TO COMMENCEMENT OFANY WORKS.

THIS DRAWING IS TO BE READ IN CONJUNCTION WITHALL SCHEDULES OF WORKS, SPECIFICATIONS,FINISHES AND EQUIPMENT SCHEDULES.

THIS DRAWING IS TO BE READ IN CONJUNCTION WITHSTRUCTURAL ENGINEERING PLANS.

ALL MATERIALS AND WORKMANSHIP SHALL BE INACCORDANCE WITH THE CURRENT SPECIFICATIONSAND THE STANDARDS ASSOCIATION OF AUSTRALIA.

SPECIAL ATTENTION IS TO BE PAID TO THE RELEVANTBUILDING CLASSIFICATIONS WHICH THIS PROJECTAND FINAL BUILDING USE NOW RELATES TO, WITHINTHE NCC. (FORMALLY BCA)

THE ISSUANCE OF ELECTRONIC INFORMATION IN ANYFORMAT DOES NOT RELIEVE ANY RESPONSIBILITYFOR CONTRACTUAL OBLIGATIONS WHICH INCLUDE,BUT IS NOT LIMITED TO, ENSURING THE WORK ISCOMPLETE, ACCURATE AND CORRECT.

GENERAL NOTES

CLIENT:

PROJECT:

DRAWING TITLE:

DWG NO.

SCALE:

REV

@ A1

PROJECT No.

ISSUED FOR:

DRAWN BY: CHECKED BY: ENGINEER: CLIENT REPRESENTATIVE:

RE

V

59 canning road kalamunda wa 6076po box 1427 kalamunda wa 6926

t 08 9293 0296f 08 9293 0543

olk.com.au

As indicated

KG

F

28/1

0/20

16 4

:00:

44 P

M

28/1

0/20

16 4

:00:

44 P

M

F

DA APPROVAL

A-02.00I-AHRN-AVO-01

MD AO -

FLOOR PLAN

AHRENS GROUP for AVON WASTE

A- 0

2.0 0

I-A

HR

N-A

VO

-01

AVON WASTE TRANSPORT DEPOTLOT 5113 GREAT SOUTHERN HWYDALIAK, WA, 6302

1 : 200

Workshop Floor Plan1 1 : 100

Office Floor Plan2

NORTH

REVISIONS

REV DATE DESCRIPTION BY

A 28.04.16 PRELIMINARY MD

B 03.05.16 PRELIMINARY MD

C 10.05.16 PRELIMINARY MD

D 08.07.16 PRELIMINARY MD

E 23.08.16 PRELIMINARY SD

F 31.08.16 DA APPROVAL SD

Page 3: A-01 · - paint finish feature entry wall with signage office entry canopy to detail 6 0 0 4 0 0 colorbond wall cladding outdoor paved area 7 5 0 oil bay 6 spray bin store booth 2

COLORBOND TRIMDEK ROOFSHEETING AT 5° PITCH

6m HIGH x 5m WIDEROLLER DOOR

SPARE TYRE BAY BIN STORE WASH BAY BAY 1 BAY 3 STORE OFFICEWORKSHOP

SIGNAGE

CONCRETEPARAPET WALL- PAINT FINISH

FEATURE ENTRY WALLWITH SIGNAGE

OFFICE ENTRYCANOPY TO DETAIL

COLORBOND WALLCLADDING

OUTDOORPAVED AREA

7500

WELD BAY BAY 5

2400

COLORBOND TRIMDEK ROOFSHEETING AT 5° PITCH

6m HIGH x 5m WIDEROLLER DOOR

SPARETYRE BAYWASH BAYBAY 2BAY 4CRIBOFFICEWORKSHOP

SIGNAGE

CONCRETEPARAPET WALL- PAINT FINISH

FEATURE ENTRY WALLWITH SIGNAGE

OFFICE ENTRY CANOPYTO DETAIL

6000

4000

COLORBOND WALLCLADDING

OUTDOORPAVED AREA

7500

BIN STOREOIL BAY 6 SPRAYBOOTH

2400

COLORBOND TRIMDEK ROOFSHEETING AT 5° PITCH

WORKSHOP

COLORBOND WALLCLADDING

7500

6000

Ground Floor

0

Pitching Point

7500

Roof Level

10000

OFFICE

4000

6000

2400

OFFICE

WORKSHOP BEYOND

OFFICE ENTRY CANOPYTO DETAIL

CONCRETE PARAPET WALLBEYOND

FEATURE ENTRY WALLWITH SIGNAGE

GLAZED ENTRY DOORS

6000

3000 40

00

7500

2400

THIS COMPUTER FILE/DRAWING IS COPYRIGHTMATERIAL AND THE PROPERTY OF OLK + ASSOCIATES.THE CONTENTS OF THIS FILE/DRAWING MAY NOT BEDIVULGED, REPRODUCED ON ANY MEDIA, ORDISTRIBUTED BY ANY MEANS, WITHOUT THE EXPRESSWRITTEN PERMISSION OF OLK + ASSOCIATES.

DATA IS SUPPLIED FOR INFORMATION ONLY WITH THEHARD COPY TAKING PRECEDENCE EVERY TIME.

WHERE NECESSARY YOUR OWN SHOP DRAWINGSSHOULD BE GENERATED.DO NOT SCALE FROM THIS DRAWING, VERIFY ALLDIMENSIONS ON SITE, PRIOR TO COMMENCEMENT OFANY WORKS.

THIS DRAWING IS TO BE READ IN CONJUNCTION WITHALL SCHEDULES OF WORKS, SPECIFICATIONS,FINISHES AND EQUIPMENT SCHEDULES.

THIS DRAWING IS TO BE READ IN CONJUNCTION WITHSTRUCTURAL ENGINEERING PLANS.

ALL MATERIALS AND WORKMANSHIP SHALL BE INACCORDANCE WITH THE CURRENT SPECIFICATIONSAND THE STANDARDS ASSOCIATION OF AUSTRALIA.

SPECIAL ATTENTION IS TO BE PAID TO THE RELEVANTBUILDING CLASSIFICATIONS WHICH THIS PROJECTAND FINAL BUILDING USE NOW RELATES TO, WITHINTHE NCC. (FORMALLY BCA)

THE ISSUANCE OF ELECTRONIC INFORMATION IN ANYFORMAT DOES NOT RELIEVE ANY RESPONSIBILITYFOR CONTRACTUAL OBLIGATIONS WHICH INCLUDE,BUT IS NOT LIMITED TO, ENSURING THE WORK ISCOMPLETE, ACCURATE AND CORRECT.

GENERAL NOTES

CLIENT:

PROJECT:

DRAWING TITLE:

DWG NO.

SCALE:

REV

@ A1

PROJECT No.

ISSUED FOR:

DRAWN BY: CHECKED BY: ENGINEER: CLIENT REPRESENTATIVE:

RE

V

59 canning road kalamunda wa 6076po box 1427 kalamunda wa 6926

t 08 9293 0296f 08 9293 0543

olk.com.au

1 : 150

KG

E

28/1

0/20

16 4

:00:

56 P

M

28/1

0/20

16 4

:00:

56 P

M

E

DA APPROVAL

A-03.00I-AHRN-AVO-01

MD AO -

ELEVATIONS

AHRENS GROUP for AVON WASTE

A- 0

3.0 0

I-A

HR

N-A

VO

-01

AVON WASTE TRANSPORT DEPOTLOT 5113 GREAT SOUTHERN HWYDALIAK, WA, 6302

1 : 150

Elevation 11

1 : 150

Elevation 22

1 : 150

Elevation 33

1 : 150

Elevation 44

REVISIONS

REV DATE DESCRIPTION BY

A 28.04.16 PRELIMINARY MD

B 03.05.16 PRELIMINARY MD

C 10.05.16 PRELIMINARY MD

D 23.08.16 PRELIMINARY SD

E 31.08.16 DA APPROVAL SD

Page 4: A-01 · - paint finish feature entry wall with signage office entry canopy to detail 6 0 0 4 0 0 colorbond wall cladding outdoor paved area 7 5 0 oil bay 6 spray bin store booth 2

A-03.00 1

A-03.002

A-03.00

3

A-03.00

4

OFFICE

300m²

WORKSHOP

1485m²

PAVED AREA

CONCRETEHARDSTAND

LS-1

LS-1

LS-2

LS-2

LS-3 LS-3

LS-4

LS-5

2000

LS-5

LS-5

LS-5

LS-4

LS-4

LS-4

LS-4

2000

20000 6000 27500 6000 20000 9000

3000

2000

1600

060

00

90053

1473

19

6000 14000 6000 9000 1500

6000

6000

TREE SCREEN TO GREATSOUTHERN HIGHWAY

TREE SCREEN TO ASHWORTH ROAD

PROPOSED ROADCONNECTION TOASHWORTH ROAD

20000

6000 2000

ASPHALT

ASPHALT

6000

6000

2000

SWALE

SW

ALE

SW

ALE

SWAL

E

3000 8000 3000

6000

13553 3000 20000 6000

COMPACTEDROAD BASEHARDSTAND

COMPACTEDROAD BASEHARDSTAND

3627

0

6000 20000 40001000

40001500

ORGANIC MULCH, COMPOSTED AND WEED FREE SHALLBE PROVIDED TO ALL GARDEN BED AREAS TO ATHICKNESS OF 75mm. NO CRUSHED BRICK, PEA GRAVEL,BLUE METAL OR CRUSHED LIMESTONE SHALL BE USED.MULCH LAYER TO BE AMAZON SOILS-ENVIRO MIX OREQUIVALENT APPROVED BY SHIRE OF YORK.

IRRIGATION SHALL BE PROVIDED TO ALL LANDSCAPEAREA AS PER SHIRE OF YORK REQUIREMENTS.

ALL LANDSCAPED AREAS AND IRRIGATION SHALL BEMAINTAINED REGULARLY BY THE ON-SITE LANDSCAPEMAINTENANCE TEAM.

TREE AND SHRUB SPECIES TO BE AS APPROVED BYSHIRE OF YORK LANDSCAPE DESIGN GUIDELINES.

PROVIDE KERBING IN ACCORDANCE WITH MAIN ROADSSTANDARD DETAIL TO PERIMETER OF GARDEN BEDS.

UPTO 300mm OF SOIL LAYER FOR LANDSCAPE AREA TOBE AMAZON LANDSCAPE MIX 0SAM 0200 AS PERAS 4419 OR APPROVED EQUIVALENT BY SHIRE OF YORK

LANDSCAPE LEGEND

SWALE AREA 2816m²

CALLISTEMON CITRINUS(CRIMSON BOTTLE BRUSH)HEIGHT UPTO 4m

LS-1 22 PLANTS

ANIGOZANTHOS HYBRID(GOLD VELVET KANGAROOPAW) HEIGHT UPTO 50cm

LS-2 17 PLANTS

GREVILLEA "BRONZERAMBLER"HEIGHT UPTO 30cm

LS-3 46 PLANTS

ACACIA ACUMINATA(JAM TREE)HEIGHT UPTO 7m

LS-4 33 PLANTS

ALLOCASUARINA TORULOSA(FOREST SHEOAK)HEIGHT UPTO 15m

LS-5 19 PLANTS

LANDSCAPED AREA 2018m²

1. DRAINAGE SWALE LAYOUT TO BE AS PER APPROVED CIVIL DRAWINGS2. ALL LEVELS TO BE COORDINATED AND TO BE AS PER APPROVED CIVIL DRAWINGS3. SUBSOIL LAYERING DETAILS AND BASIN SLOPES FOR SWALES AS PER APPROVED CIVIL DRAWINGS4. ALL TREE & SHRUB PLANTING & SOIL PREPARATION SPECIFICATION TO BE REVIEWED AND APPROVED BY SHIRE OF YORK5. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH CIVIL AND SERVICES DRAWINGS6. ALL MEASUREMENTS AND LEVELS TO BE CONFIRMED ON SITE PRIOR TO COMMENCEMENT OF WORKS7. CONTRACTOR TO CHECK FOR SERVICES PRIOR TO COMMENCEMENT OF CONSTRUCTION. CALL DIAL BEFORE YOU DIG AS REQUIRED.8. ALL CONSTRUCTION TO COMPLY WITH RELEVANT AUSTRALIAN STANDARDS AND COUNCIL BYLAWS AND REQUIREMENTS9. PLANTING HOLE FOR TREES TO BE TWICE THE DIAMETER AND TWICE THE DEPTH OF THE POT SIZE10. SOIL CONDITIONER TO COMPLY WITH AUSTRALIAN STANDARD 4454 (EG. AMAZON FINE COMPOST). INCORPORATE SOIL CONDITIONER AT A

RATIO OF 1:4 PARTS SOIL (AMAZON LANDSCAPE MIX & WEED FREE TOP SOIL MIX 50% EACH) INTO THE PLANTING HOLE AS BACKFILL11. FERTILISER TO BE OSMOCOTE SLOW RELEASE OR EQUIVALENT APPROVED BY SHIRE OF YORK AND INCORPORATED TO

MANUFACTURER'S RECOMMENDED RATES, BACK FILL WITH ENRICHED SOIL12. ALL TREES TO BE STAKED WITH 3 HARDWOOD 2400X50X50mm STAKES AND TIED WITH RUBBER TREE TIES13. A 1m DIAMETER AREA AROUND THE TREES TO BE TREATED WITH RICHGRO EZI WET LIQUID SOIL WETTER OR SIMILAR APPROVED AS PER

MANUFACTURER'S RECOMMENDED RATES14. RETICULATION TO BE AS PER RETICULATION PLAN APPROVED BY SHIRE OF YORK10. LANDSCAPE MAINTENANCE TO BE AS DIRECTED AND AGREED WITH CLIENT11. ENRICHED SOIL FOR LANDSCAPE AREAS TO BE EXISTING WEED FREE TOP SOIL & AMAZON LANDSCAPE MIX COMBINED AT A RATIO OF 50% EACH THOROUGHLY MIXED AS APPROVED BY SUPPLIER

LANDSCAPE NOTES

LANDSCAPE GENERAL NOTES

THIS COMPUTER FILE/DRAWING IS COPYRIGHTMATERIAL AND THE PROPERTY OF OLK + ASSOCIATES.THE CONTENTS OF THIS FILE/DRAWING MAY NOT BEDIVULGED, REPRODUCED ON ANY MEDIA, ORDISTRIBUTED BY ANY MEANS, WITHOUT THE EXPRESSWRITTEN PERMISSION OF OLK + ASSOCIATES.

DATA IS SUPPLIED FOR INFORMATION ONLY WITH THEHARD COPY TAKING PRECEDENCE EVERY TIME.

WHERE NECESSARY YOUR OWN SHOP DRAWINGSSHOULD BE GENERATED.DO NOT SCALE FROM THIS DRAWING, VERIFY ALLDIMENSIONS ON SITE, PRIOR TO COMMENCEMENT OFANY WORKS.

THIS DRAWING IS TO BE READ IN CONJUNCTION WITHALL SCHEDULES OF WORKS, SPECIFICATIONS,FINISHES AND EQUIPMENT SCHEDULES.

THIS DRAWING IS TO BE READ IN CONJUNCTION WITHSTRUCTURAL ENGINEERING PLANS.

ALL MATERIALS AND WORKMANSHIP SHALL BE INACCORDANCE WITH THE CURRENT SPECIFICATIONSAND THE STANDARDS ASSOCIATION OF AUSTRALIA.

SPECIAL ATTENTION IS TO BE PAID TO THE RELEVANTBUILDING CLASSIFICATIONS WHICH THIS PROJECTAND FINAL BUILDING USE NOW RELATES TO, WITHINTHE NCC. (FORMALLY BCA)

THE ISSUANCE OF ELECTRONIC INFORMATION IN ANYFORMAT DOES NOT RELIEVE ANY RESPONSIBILITYFOR CONTRACTUAL OBLIGATIONS WHICH INCLUDE,BUT IS NOT LIMITED TO, ENSURING THE WORK ISCOMPLETE, ACCURATE AND CORRECT.

GENERAL NOTES

CLIENT:

PROJECT:

DRAWING TITLE:

DWG NO.

SCALE:

REV

@ A1

PROJECT No.

ISSUED FOR:

DRAWN BY: CHECKED BY: ENGINEER: CLIENT REPRESENTATIVE:

RE

V

59 canning road kalamunda wa 6076po box 1427 kalamunda wa 6926

t 08 9293 0296f 08 9293 0543

olk.com.au

As indicated

KG

C

28/1

0/20

16 4

:01:

35 P

M

28/1

0/20

16 4

:01:

35 P

M

C

DA APPROVAL

A-04.00I-AHRN-AVO-01

SD AO -

LANDSCAPE PLAN

AHRENS GROUP for AVON WASTE

A- 0

4.0 0

I-A

HR

N-A

VO

-01

AVON WASTE TRANSPORT DEPOTLOT 5113 GREAT SOUTHERN HWYDALIAK, WA, 6302

1 : 500

Landscape Plan1

REVISIONS

REV DATE DESCRIPTION BY

A 31.08.16 DA APPROVAL SD

B 16.09.16 DA APPROVAL SD

C 28.10.16 DA APPROVAL MD

CALLISTEMON CITRINUS (CRIMSON BOTTLE BRUSH) HEIGHT UPTO 4mLS-1

ANIGOZANTHOS HYBRID (GOLD VELVET KANGAROO PAW)HEIGHT UPTO 50cmLS-2

GREVILLEA "BRONZE RAMBLER" HEIGHT UPTO 30cmLS-3

ACACIA ACUMINATA (JAM TREE) HEIGHT UPTO 7mLS-4

ALLOCASUARINA TORULOSA (FOREST SHEOAK) HEIGHT UPTO 15mLS-5

NORTH

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OVERHE

AD POWERL

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338.43

(A.H.D. F

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S

FFL=334.70

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FFL=334.70 FFL=334.70 FFL=334.70

336.00

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334.65

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DAM WALL RL 333.15

ACCESS ROAD

PA

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D A

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LANDSCAPE AREA

S

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AS

PH

ALT

COMPACTED

ROAD BASE

HARDSTAND

COMPACTED

ROAD BASE

HARDSTAND

334.65

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334.30333.80

334.45334.60

334.70

334.90

334.65

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335.00

335.00

DRAINAGE SWALE BASE = 332.45

334.30

334.50

334.70

333.55

335.70

334.70

334.60

334.50

334.40335.65 335.00

334.00335.40

334.45

333.75

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334.10

30 North Road

BASSENDEAN WA 6054

Ph : (08) 9379 9481 or 0447 112 481

SRCivil Consulting Pty Ltd

SRCivil Consulting Pty. Ltd.

FFL=334.70

AutoCAD SHX Text
Copyright
AutoCAD SHX Text
"This document is the property
AutoCAD SHX Text
of SJR Civil Consulting Pty Ltd.
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The document may only be used
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for the purpose for which it was
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commissioned & in accordance with
AutoCAD SHX Text
the terms of engagement for the
AutoCAD SHX Text
commission. Unauthorised use of
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this document in any way is
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prohibited."
AutoCAD SHX Text
C
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DRAWING No :
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No.
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AMENDMENTS
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AMENDMENT No:
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DESCRIPTION
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SCALE:
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DATE
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DATUM
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APPROVED
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DESIGNED
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CHECKED
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DRAWN
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DATE DRN
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Lot 5113 Great Southern Highway, Daliak
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Proposed Waste Transport Depot
AutoCAD SHX Text
Stormwater Plan & Details
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A.H.D.
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SEPTEMBER 2016
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STACE ROGERS
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STACE ROGERS
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STACE ROGERS
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INITIAL
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DATE
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US 333.83 300 /1in200CLASS 4 RCP L=56m DS 333.55
AutoCAD SHX Text
SWALE LENGTH =80m MAX DEPTH = 0.65m STORAGE VOLUME = 195m³
AutoCAD SHX Text
A
AutoCAD SHX Text
A
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NATURAL SURFACE LEVEL
AutoCAD SHX Text
DRAIN INVERT LEVEL
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1 in 2
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SLOPE VARIES
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(MAX 1 in 4)
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1 in 4
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1 in 3
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%%USECTION A-A
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SCALE 1:250
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1:250 (A1)
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GSH-16-01
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1 in 4
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US 333.00 300 /1in50CLASS 4 RCP L=10m DS 332.80
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1
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SR
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16/9/16
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UPDATED TO REFLECT AMENDED SITE PLAN (31/8/16)
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2
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2
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SR
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27/10/16
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DRAINAGE SWALE CORRECTED
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Oil and Chemical Storage Additional Information

Diesel Fuel

Our current system of fuel storage will be transferred to the new Depot facility. This is a 27,000ltr

self-bunded above ground tank that incorporates a Diesel pump on one end.

This tank will sit on a Concrete base with aprons wide enough for the trucks to drive on either side.

This will be formed and shaped into a drain that will incorporate an Oily Water separator similar to

the attached supporting document.

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AdBlue

AdBlue is another product that will be located near our Diesel Tank

It is neither a fuel or a fuel additive, but a high purity urea solution that must be used in a dedicated tank on

your vehicle.

AdBlue® is harmless, non-flammable and non-explosive. It is classified as a transportable fluid with minimal

risk. If you ever spill AdBlue on your hands, simply wash them thoroughly with water.

Our current 6000ltr Self Bunded Tank will be transferred to the new site and set up next to the

Diesel Fuel Tank. Again this will sit on the Concrete Slab so any spills will be directed into the drain

and be processed by the oily water separator.

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Oil Storage – Main Shed

We will have requirements to store Oils in the Main shed for use in our trucks. We envisage this oil

will be delivered and stored in 1000ltr IBC’s containers. Where certain products are not available in

IBC’s then standard 205ltr drums will be used.

The Oil Shed will be fully bunded to ensure that any spills are contained. The Shed will have 110%

capacity vs stored Oils at all times.

The Oils will then be pumped into the shed and distributed through retractable hose reels.

Typical Hose reel Layout

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Other Chemicals

As a General rule, Avon Waste don’t use any other Hazardous chemicals as part of its Transport

Depot operations. Items such as Truck wash are non-hazardous materials not requiring any specific

storage or handling procedures. Any other Chemicals are used in accordance with our Materials

Safety Data Sheets and this information is made available to staff and visitors upon request.

Our Wash Down Bay will be a basic concrete slab that will direct runoff into a sump. The water will

be processed through an Oily Water separator as per the attached Document.

All trucks are equipped with spill kits and spill kits will be located throughout the depot facility.

Avon Waste have a Managing Hazards Policy which has been included in our submission.

Waste Oil Disposal

All waste oil generated from our activities will be recycled by Wren Oil. This Oil will be stored in

1000Ltr IBC’s or 205ltr Steel Drums until Wren Oil are able to come on site and recycle the Oil. This

Oil will be residual from the Oil separator systems and from general vehicle servicing.

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Melbourne - Perth - Brisbane - [email protected]

cleanawater.com.au

1800 353 788

Cleanawater TS1000 SS Oil Water Separator – 1000 L/hr

Installation, Operations & Maintenance Manual

AntonBraun
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1

TABLE OF CONTENTS

COMPANY INFORMATION 2

PARTS INCLUSION LIST 3

PRODUCT INFORMATION 4

SYSTEM SPECIFICATIONS 6

TYPICAL INSTALLATION SCHEMATIC 7

INSTALLATION INSTRUCTIONS 12

FINAL INSTALLATION CHECKLIST 17

OPERATIONS & MAINTENANCE GUIDE 18

OPERATIONS GUIDE 18

MAINTENANCE GUIDE 18

WEEKLY MAINTENANCE 18

QUARTERLY MAINTENANCE 19

WARRANTY TERMS 20

TROUBLESHOOTING GUIDE 21

CLEANAWATER TERMS & CONDITIONS 26

PUMP MANUALS & CONNECTION DIAGRAMS REAR

AntonBraun
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2

COMPANY INFORMATION

Water Sustainability is a key to our economic and environmental future

As one of Australia's leading providers of water treatment and recycling solutions; Cleanawater is

committed to building a sustainable future.

Since 1996 our technologies have been helping businesses achieve cleaner water solutions that are both

cost effective and authority and regulatory compliant.

Cleanawater is a 100% Australian owned and operated water technology company that has been

providing water treatment and recycling solutions throughout Australiasia for over 17 years. Our

manufacturing and research and development centre are based out of our head office in Thomastown,

Victoria, with offices located in Brisbane, Perth and Adelaide.

Our product range includes:

Largest Range of Oil Water Separators – Coalescing, VGS, Hydrocyclone and Induced Cyclonic

Separators

Water Recycling Systems

First Flush Diversion / Stormwater Management Systems

Rainwater Harvesting Systems

AQIS Treatment Systems

Packaged Pumping Stations

pH & Chemical Control Systems

Oil Skimmers – floating oil skimmers / belt oil skimmers

AntonBraun
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3

PARTS INCLUSION LIST

Your package should include the following items. Please check these items off as received. If any items

are missing please contact Cleanawater on 1800 353 788.

Note: If your package is a non-standard package additional/other items may be included in your package.

Item Qty Included

(Y/N)

Oil Separator

TS1000 SS oil water separator unit & lid– stainless steel 1

Galvanized OR stainless steel support frame 1

DN40 ball valve 2

DN40 sludge outlet nipple 2

DN40 internal sludge outlet elbow – factory fitted 2

DN50 internal waste water outlet elbow – factory fitted 1

Coalescing Media Packs – factory fitted 3

Media Packs support grid – factory fitted 4

Inlet splash guard – factory fitted 1

Adjustable Waste Oil Collar – factory fitted (not adjusted) 1

DN40 rubber 90 degree elbow & PVC waste oil outlet pipe 1

Stainless steel worm drive clip to suit waste oil hose 1

20L waste oil collection drum OR 1000L IBC waste oil tank 1

Installation, operations and maintenance guide 1

Oil Separator

Feed Pump(s)

Mono CP11 OR ASM DS25 Electric Diaphragm Pump (note

other models may be included based on availability – refer to

your pump manual attached for model information)

1

Controls Float Switch with 10m lead – working float switch 1

Float Switch with 10m lead –high level alarm float switch

(optional)

1

Cleanawater pump control panel (refer to pump wiring diagram

for all wiring and function information)

1

Optional Extras Other items may be included in your package based on your

specific site requirements, refer to your packing slip or contact

Cleanawater on 1800 353 788 for confirmation.

AntonBraun
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4

PRODUCT INFORMATION

Cleanawater TS series oil water separators are classified as coalescing type separators (CPS), where oil

droplets in suspension in the moving water stream are removed in a coalescing process by the separating

media.

The separating media in the two stages of the Cleanawater TS separator provides a random packed

mass of polypropylene rings with a maximized ratio of surface area to volume. The mass of rings fully

occupy the compartments of the two separation stages providing high surface area with the necessary

open area to allow the waste water stream to pass through. The random placement of the packing

ensures that the waste water cannot “channel” and avoid passing through the media rings.

In the separating process the oil droplets carried in the waste water stream must pass through the

maze of polypropylene rings. The gentle flow used, in conjunction with and high surface area and

depth of the bed in both compartments, ensures that the majority of oil droplets, however small,

impinge on a ring surface. The droplet velocity reduces to zero and gravity takes control. As

additional oil droplets impinge on the ring the droplets ‘coalesce’ together and grow in size. As the

droplet volume increases the buoyancy also increases. This increasing buoyancy drives the droplets

to top surface. As the oil level grows on the top surface it overflows to a waste oil collection

container.

Similarly, but in reverse sequence, the solids particles impinge on the ring surfaces and lose their velocity.

Gravity will draw them to the base of the unit as their particle size increases. Upon passing through the

treatment system, created by the two stage packed media coalescing process, water is now treated and

via separator outlet is ready for disposal or to commence next stage of treatment.

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5

Effluent standards for the Cleanawater TS series oil water separators adhere to the WSAA Product

Specification WSA PS 810, Separator Systems for Light Liquids as listed below.

a. Total Grease 50 mg/L

b. Petroleum Hydrocarbons including BTEX 10mg/L

c. Benzene 0.1mg/L

d. Suspended Solids 200mg/L

e. Flammability < 5% LEL (hexane) at 25OC

f. pH 7-10

Note:

- Quick break and bio degradable detergents and degreasers should be used in conjunction with the system.

- Holding pit capacity should match the hourly throughput of the oil separator system.

- Any solvent based liquids or emulsifiers should be avoided, these may affect the efficiency of the unit performance.

- Coalescing oil separators are designed to remove free oils and grease only.

AntonBraun
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6

SYSTEM SPECIFICATIONS

AntonBraun
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7

TYPICAL INSTALLATION SCHEMATICS

Note these may differ depending on your application. Attached are typical installations only.

TYPICAL GRAVITY DISCHARGE LAYOUT

AntonBraun
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8

TYPICAL PUMPED DISCHARGE LAYOUT

AntonBraun
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9

TYPICAL MINING GRAVITY DISCHARGE LAYOUT

AntonBraun
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10

TYPICAL MINING PUMPED DISCHARGE LAYOUT

AntonBraun
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11

TYPICAL MINING LAYOUT WITH PUMPED DISCHARGE & OIL SKIMMER & IBC WASTE OIL DISCHARGE

AntonBraun
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12

INSTALLATION INSTRUCTIONS

*-Note: At installation stage, all plumbing works must be completed by a licensed plumber. If electrical

works are required to be completed they must be completed by an electrician with relevant certifications.

Local water authorities should be contacted prior to installation to ensure local requirements have been

met.

INSTALLATION PROCEDURES

STEP 1 – PREPARE AREA FOR INSTALLATION

Locate the oil separator in its operating position with sufficient access clearance to operate the sludge

drain valves.

While doing this also position your waste oil container and ensure reasonable work clearances are

maintained.

STEP 2 – SETTING UP

Place unit or support frame on a solid and even base. A level concrete slab is preferred. If the slab is

uneven it is preferable to cement slurry the surface and set the separator/frame into the wet cement.

STEP 3 – SETTING UP

If you have been supplied with a separator support stand, dyna bolt your separator support stand into the

concrete slab at the four corners of the stand within the holes built into the stand. For corrosive

environments ensure galvanized fixing materials are used.

Ensure that your foundation has sufficient strength to support the mass of the unit.

STEP 4 – CHECK FOR A LEVEL SURFACE

Ensure that the unit is level within 5 mm on both axes. This can be measured across the top flanges of the

unit (with the cover off).

AntonBraun
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13

STEP 5 – PLUMBING CONNECTIONS

Pipe the inlet and outlet water connections.

Connections as follows should be completed:

Collection Pit – Pump Inlet

Pump Outlet – Separator Inlet

Separator Outlet – Sewer or discharge point

*- Refer to specification sheet for unit inlet/outlet sizes, check the manufacturer data sheet for pump inlet

and minimum diameter piping requirements to ensure pump warranty is not voided.

*- Note: Ensure local piping material standards have been met, any connections to sewer must be

completed by a licensed plumber.

STEP 6 – PLUMBING CONNECTIONS

Plumb the suction line to the pump using the correct diameter pipe as recommended from the pit /

suction source.

Note: It is a requirement in some areas to provide sampling taps on the inlet and outlet pipes of the

separator.

STEP 7 – PLUMBING CONNECTIONS

The suction line must be terminated close to the base of the collection pit in line with the

recommendations on the typical installation schematic. It is recommended that a barrel union in the

suction line is installed to allow for simple future maintenance. A foot valve (Mono pump only) should be

installed to the base of the suction line. A strainer should be installed to be base of the suction line if a

diaphragm pump is feeding the oil separator.

* - Note: If a floating skimmer oil is installed in the sump a foot valve/strainer cannot be installed as a

flexible vacuum hose is connected to the pressure pipe directly.

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14

STEP 8 – PLUMBING CONNECTIONS

Fit the supplied gate valve (2) to the sludge outlets. Ensure they are closed before filling the separator.

STEP 9 - PLUMBING CONNECTIONS

Fit the suppled clear PVC hose to the waste oil outlet line, secure using worm drive clip supplied. A 20 litre

chemical drum is recommended to be used as a waste oil container to aid in disposal at required date.

For mining environments it is suggested a high volume waste oil collection container such as an IBC is

used to collect waste oil.

STEP 10 – PLUMBING CONNECTIONS

Plumb the pump to the separator. Barrel unions in the pipes either side of the pump to aid in servicing is

recommended. A lute should be plumed in to the line to ensure pump is always primed (for Mono Pumps

only).

STEP 11 – PLUMBING CONNECTIONS

Plumb the oil separator outlet to discharge source. Barrel unions in the pipe to aid in servicing is

recommended. All discharge pipework must be in accordance with local regulations including any

sampling points and tundishes. Check your local plumbing regulations for pipe work requirements.

QUALIFIED ELECTRICIANS MUST COMPLETE ANY WIRING

STEP 12 – ELECTRICAL CONNECTIONS

Wire the pump into the electrical controller (Controllers have Manual/Auto/Off functions and are available

from Cleanawater; they are designed to be plugged into 240 volt 10amp power points unless specified)

Follow the wiring diagram supplied at all times to ensure the pump is not damaged.

* - Note - 3 phase pump controllers with additional functions may also be supplied, contact your

Cleanawater representative to confirm the model of your pump controller(s).

AntonBraun
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15

STEP 13 – ELECTRICAL CONNECTIONS

Install the float switch to deactivate the pump ensuring it has suitable clearance from the suction line inlet

level. Refer to supplied wiring diagram at all times.

* - Failure to do this will cause problems in your pump to prime.

Fasten the float switch lead to the suction line with plastic cable ties with care taken to ensure that the

float travel is not impeded in any way. The pumping range (switch on point) should be set approximately

500mm from the (switch off point). This can be increased depending on the collection pit storage size. If

you have a high level alarm included with your package, repeat this step and set the high level alarm float

to trigger near top of your water collection vessel.

Refer to supplied wiring diagram at all times.

STEP 14 – ELECTRICAL CONNECTIONS

Strip the float lead back to expose active, neutral and earth wires. Following the wiring instructions, attach

the float lead wires to the control panel. Switch on the control panel at the power point and ensure it is

switched to the ‘Off’ setting.

Refer to supplied wiring diagram at all times.

STEP 15 – ADJUST WASTE OIL OVERFLOW OUTLET

Fill the oil separator with clean water and ensure pump is primed by using fresh water entered into the

pump chamber.

Switch the pump control panel to ‘Manual’ mode ensuring there is enough water in the collection pit to

feed the separator, this will pump water into the oil separator unit. Whilst the pump is operating adjust

the overflow socket of the Waste Oil Outlet to a level 5 mm above the water surface. This overflow socket

can be moved up or down the pipe and is sealed by means of an “O ring”. This socket adjustment should

be made while the feed pump is operating as the water level will drop when the pump stops.

AntonBraun
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16

STEP 16 – ELECTRICAL CONNECTIONS

Switch the pump controller to ‘Auto’ mode as per included instructions, this will ensure the pump

operation is triggered by the float switch activating the pump at a level when water level triggers its

operation. Make final adjustments to float level controls ensuring pump switch on and switch off points

are suitable.

STEP 17 – COMPLETION

Replace cover, check all connections. Fill unit with fresh water for first start.

Refer to installation completion checklist to ensure all items are complete.

Refer to operations and maintenance manual to ensure periodic maintenance on the system is

completed.

AntonBraun
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17

FINAL INSTALLATION CHECKLIST

Refer to the checklist below to ensure your Cleanawater TS series oil separator has been setup correctly.

Note: This layout refers to a typical installation only. You may have specific installation instructions

provided due to an alternate layout or additional equipment installed for your waste water treatment

solution.

Contact Cleanawater on 1800 353 788 for any questions related to installation and or operation of the

system.

Item Description Checked

(Y/N)

Placement Unit is installed on flat ground

Unit has been fixed to floor surface

Pump and oil separator has adequate service access

Connections -

Plumbing

Plumbing connections are completed with all barrel unions

tightened including:

Sump/Tank pump line to pump inlet

Foot valve/strainer fitted to base of pump line in pit

Pump inlet to oil separator inlet

Waste oil outlet to waste oil drum

Ball valves fitted to sludge outlets x 2

Oil separator outlet to discharge source

Connections –

Electrical

Float switches set at correct on/off heights and wired back to

control panel

Control panel is mounted and easily accessible

Control panel is plugged into mains power point

Pump and control floats are wired back to control panel

Pump control panel has power on

Oil Separator

operation

All internal elbows and fittings are fitted and tight

Internal media packs and pack holders are in place

Pumps are primed in accordance with manufacturer

recommendations

Unit is filled with fresh water for first start

Inlet splash guard is set in place

Waste oil overflow outlet is set to 5mm of surface when pump is

pumping water into the oil separator

Pump controller is set to automatic mode

Oil separator lid is placed on top of unit

Unit is operational

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OPERATIONS AND MAINTENANCE GUIDE

OPERATIONS

Once the unit is entered into operation, it is an automated process activated by the float switch in the

collection pit which controls water throughput the oil separator; discharge from the oil separator is via

gravity into sewer or discharge tank. Pump tanks if pumping to a discharge source can be supplied on

request.

Maintenance is to be routinely completed to ensure that the system is operating to its designed efficiency.

MAINTENANCE

The Cleanawater system is a high performance unit capable of separating high levels of hydrocarbons and

solids within the waste water stream. To ensure it is operating to the maximum of its efficiency the following

maintenance should be completed:

WEEKLY MAINTENANCE TASKS

a) Inspect silt traps and collection pits, clean as required

b) Open oil separator lid, inspect water flow and build up of oils on surface

c) When pump is running check water levels in each of the two stages, an even water level in both stages

illustrates the system is working correctly. If the water level in the first stage is visibly higher than the

second stage a system clean is required immediately, refer to Monthly/Quarterly maintenance

procedures

d) Check waste oil container for any build up of oil, dispose of any oil in accordance with local regulations

e) Check the pump operation, float operation and ensure it is activating when water level reaches trigger point

f) Check condition of gate valves to sludge outlets and check any piping for damage

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QUARTERLY MAINTENANCE TASKS

a) Refer to Weekly tasks for regular maintenance checks

b) Switch pump control panel of ‘Off’

c) Attach 40mm suction hoses to gate valves at base of unit, open valves to drain water level

down, either dispose of waste water by using an EPA authorized contractor or drain back

into collection pit (ideally)

d) Remove stainless steel grids and separation media packs from unit

e) Rinse stainless steel grids and separation media bags with a pressure washer, a light spray

will achieve the required result

f) Clean out the oil separator using a pressure washer ensuring all walls are clean

g) Re-install the separation media packs and stainless steel grids

h) Remove suction hoses from sludge valves and close

i) Check sludge build up in collection pit, ensure build of sludge is removed periodically

j) Fill the system with fresh water

k) Switch the pump control panel to ‘Auto’ and inspect system ensuring it is operational

l) Replace lid

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WARRANTY TERMS

Pump Warranty

Manufacturer’s warranty is 12 months from the date of sale unless specified

Oil Separator Warranty

The Cleanawater oil separator is supplied with a 5 year perforation warranty period in a selection

of 304 and 316 stainless steel in non corrosive environments.

If any corrosive elements exist within the waste water stream Cleanawater should be contacted

to discuss suitability of the separator shell for the environment.

Other components

All other components that are supplied with the oil separator including the float switch are sold

with a 12 month warranty.

Compliance Plates

Each Cleanawater oil separator has an identification plate, attached to the top right hand corner

adjacent to the discharge point. Plate material is aluminium foil with overall dimensions of 120mm

x 50mm

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TROUBLESHOOTING GUIDE

SYMPTOM/CAUSE PLAN OF ACTION

WATER IS NOT FLOWING INTO OIL SEPARATOR

Pump is not running Check that there is power to the pump by

checking local power source

Check that the pump controller is set to

manual/auto mode

Refer to the supplied wiring diagram that pump

connections to the controller are correct

Check pump overload switch is not tripped

Suction line is obstructed Check pump suction line for obstructions

causing blockage

Flush suction line with water to remove

blockage

Inspect suction lines for air ingression/cracks

and change if required

Check foot valve for obstructions

Check suction line is not submersed in sludge

build up

Pump has lost prime Prime pump chamber in accordance with

manufacturer’s instructions

Check foot valve for obstructions

Float switch working level requires adjustment

and is set too low. Reset the float level off level

to be above the base of the suction line

Pump component is damaged Pump diaphragm or rotor stator may be worn,

this will cause non suction although you will

hear the pump motor running, contact

Cleanawater or the pump manufacturer for

pump spares

Inadequate water level in the sump Water level in the sump has not triggered the

working float switch to start the pump, check

float is working correctly

Float switch working level requires adjustment

and is set too low. Reset the float level off level

to be above the base of the suction line

WATER IS INTERMITTENTLY PUMPING INTO THE OIL SEPARATOR

Pump has lost prime Prime pump chamber in accordance with

manufacturer’s instructions

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Check foot valve for obstructions

Float switch working level requires adjustment

and is set too low. Reset the float level off level

to be above the base of the suction line

Check suction line is not submersed in sludge

build up

Suction Line is obstructed Check pump suction line for obstructions

causing blockage

Flush suction line with water to remove

blockage

Inspect suction lines for air ingression/cracks

and change as required

Check foot valve for obstructions

Check suction line is not submersed in sludge

build up

WATER IS FLOWING INTO WASTE OIL CONTAINER

Waste oil collar on the inside of the unit is set too

low

Ensure there is adequate water level in the pit,

switch the pump controller to manual mode to

start the pump operation. Adjust the waste oil

collar inside the oil separator to be 5mm above

water level when the pump is running. This will

ensure that only oils separated from the system

will be skimmed off into the waste oil drum and

no excess water. Switch pump control back to

‘Auto’ mode when complete.

There is a discharge blockage Media packs are blocked and required to be

cleaned in accordance with operations and

maintenance schedule

Note: If it is found that blockage occurs

regularly your oil separator system may be

undersized or overload of solids are blocking

the system, ensure all heavy solids are settled

out or suction line is located with adequate

clearance from the base of the pit

The pump flow rate is rated too high for the oil

separator

Excess flow rate is pumping through the

system, ensure the correct pump is being used

in accordance with the separator model,

submersible or centrifugal pumps must not be

used.

WATER IS FLOWING OUT OF THE TOP OF THE OIL SEPARATOR

There is a discharge blockage Media packs are blocked and required to be

cleaned in accordance with operations and

maintenance schedule

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Note: If it is found that blockage occurs regularly your

oil separator system may be undersized or overload of

solids are blocking the system, ensure all heavy solids

are settled out or suction line is located with adequate

clearance from the base of the pit

The pump flow rate is rated too high for the oil

separator

Excess flow rate is pumping through the

system, ensure the correct pump is being used

in accordance with the separator model,

submersible or centrifugal pumps must not be

used.

PUMP IS RUNNING BUT NO WATER IS FLOWING INTO THE OIL SEPARATOR

Suction line is obstructed Check pump suction line for obstructions

causing blockage

Flush suction line with water to remove

blockage

Inspect suction lines for air ingression/cracks

and change as required

Check foot valve for obstructions

Check suction line is not submersed in sludge

build up

Pump component is damaged Pump diaphragm or rotor stator may be worn,

this will cause non suction although you will

hear the pump motor running, contact

Cleanawater or the pump manufacturer for

pump spares

THERE IS NO OIL IN THE WASTE OIL CONTAINER

Waste oil collar on the inside of the unit is set too

high

Ensure there is adequate water level in the pit,

switch the pump controller to manual mode to

start the pump operation. Then adjust the

waste oil collar inside the oil separator to be

5mm above water level when the pump is

running. This will ensure that oils separated

from the system will be skimmed off into the

waste oil drum and not contained within the

unit. Switch pump control back to ‘Auto’ mode

when complete.

There is little or no oils in the waste water

stream

The oils in the waste water stream are not free

oils or oil droplets in suspension have been

emulsified due to use of solvents or other

contaminants effecting oil water separation

efficiency, coalescing oil separators will

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24

efficiently remove free oils and grease from

water, emulsified oils cannot be removed and

requires secondary filtration. Contact

Cleanawater on 1800 353 788 for further

information on correct use of system

Ensure that quick break, biodegradable

detergents and degreasers are used with the oil

separator, mixture with other detergents and

degreasers or other contaminants may affect

the waste water stream and discharge results

PUMP OVERLOAD SWITCH CONTINUES TO TRIP

Pump motor overheating Pump motor is located in an area with minimal

airflow and causing the motor to overheat,

relocate motor or remove heat sources to

ensure adequate ventilation is available of

pump motor

Faulty pump motor Pump motor may have defects, contact

Cleanawater on 1800 353 788 or the pump

manufacturer for further information

Power supply is faulty The pump power supply may have faults or the

breaker on the main board may be tripped

Ambient temperature conditions high Pump motor is located in an area with minimal

airflow and causing the motor to overheat,

relocate motor or remove heat sources to

ensure adequate ventilation is available of

pump motor

THE SYSTEM WILL NOT SWITCH ON/OFF

No power to pump The pump power supply may have faults or the

breaker on the main board may be tripped

Check power switch is on to the pump control

panel

Mode incorrectly set on control panel Refer to wiring diagram and instructions to

activate pump controller modes correctly.

Manual mode will start the pump manually

regardless of the water level in the sump, Auto

mode will start the pump on float level switch

on point and switch off the pump on float level

switch low point. Never leave the pump control

mode on manual or you will risk damaging the

pump.

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Overload switch adjustment If applicable your pump controller may have an

overload switch adjustment, refer to wiring

diagram and instructions for correct

adjustment, contact Cleanawater on 1800 353

788 for further assistance.

Float switch is stuck Check float switch levels to ensure they are not

entangled or obstructed, flick the switch

manually by hand up and down to ensure the

pump switches on and off accordingly

Float switch failed Check float switch levels to ensure they are not

entangled or obstructed, flick the switch

manually by hand up and down to ensure the

pump switches on and off accordingly.

Check float switch wiring connections in pump

controller and/or junction box

THERE IS OIL PRESENT IN THE DISCHARGE

Oil spill has occurred or excessive load of oil

ingression

Oil spillage event or disproportionate loads of

oil is pumping through the system, attend to

the spillage as soon as possible

Contamination of waste water stream Ensure that quick break, biodegradable

detergents and degreasers are used with the oil

separator, mixture with other detergents and

degreasers or other contaminants may affect

the waste water stream and discharge results

Discharge blockage Media packs are blocked and required to be

cleaned in accordance with operations and

maintenance schedule

THERE IS A SMELL COMING FROM THE PIT OR THE OIL SEPARATOR SYSTEM

Pump is not running Check pump operation to ensure pump is

switching on/off correctly.

Sludge build up in pit or separator Check sump levels for build up of sludge and

have pit pumped out regularly

Oil separator requires a service in accordance

with operations and maintenance manual

Stagnant water Run fresh water into the pit to flush existing

contents and run the oil separator feed pump

to clear stagnant water.

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CLEANAWATER TERMS & CONDITIONS

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PLEASE REFER TO YOUR WIRING DIAGRAM AND

PUMP MANUAL FOR OTHER IMPORTANT

PACKAGE INFORMATION.

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Avon Waste (17/11/2015) 1

MANAGING HAZARDS

Avon Waste has developed this procedure in order to effectively manage hazards in and

around the workplace.

This procedure applies to all staff and contractors engaged by all Avon Waste related entities

and is applicable to all Avon Waste sites and sites that Avon Waste staff are working on.

Introduction Effective hazard management is the key to preventing or minimising workplace illness and

injury. Avon Waste utilises the following system for identifying and managing hazards in our

workplace and those premises at which we undertake work (this is taken from our risk

management process – see Risk Management Policy for more information):

IDENTIFY the hazard

ANALYSE the risks (and decide how serious they are)

IMPLEMENT control to eliminate/reduce the risk

MONITOR the controls for effectiveness

REPORT and EVALUATE to ensure that risks are being appropriately managed and treated.

Types of Hazards There are many types of hazards in the workplace. Types of hazards that may be encountered

in the workplace are as follows (please note that this is NOT an exhaustive list and other

hazards may be present in some situations):

Manual tasks and ergonomics – manual tasks hazards are activities that could cause damage to the muscles and/or skeleton. They include lifting heavy objects, handling of people, repetitive movements, having an awkward posture or the same posture for a long period of time and using plant, tool or equipment that vibrate. Ergonomic hazards means things like workstations, workbenches, computer screens and seats that result in staff adopting unsafe working positions and/or actions.

Mobile plant, equipment and vehicles – this includes potential situations where staff and visitors could come into accidental contact with vehicles.

Electricity – electrical hazards may include activities that could cause sparks and start a fire, cords, plugs and sockets in poor condition and live electrical wires.

Working at heights – for example activities where there is a risk of a fall. Slips, trips and falls – risk factions that may lead to a trip, slip or fall.

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Avon Waste (17/11/2015) 2

Mechanical Hazards – this means plant, equipment and items (and parts of them) that have the potential to cause injury.

Hazardous Chemicals – this means chemicals, dusts and vapours that could affect a person’s health. It also means substances that have physical or chemical hazards (for example explosive, flammable or corrosive substances).

Extreme Temperatures – situations where heat could cause burns, heat stroke or fatigue or cold could cause hypothermia or frost bite.

Noise – situations where exposure to loud noise could result in permanent hearing damage.

Radiation – this includes ultra violet light, welding arc flashes, microwaves and lasers that could cause burns, cancer or blindness.

Biological Hazards – contract with microorganisms that could cause disease or allergy. For example contracting a disease as a result of being injured by a syringe containing contaminated blood.

Unstable Objects – objects and materials that could fall over on top of people (for example overloaded racking).

Psychological Hazards – this means workplace bullying, violence and aggression that could lead to psychological illness including work related stress or work related fatigue.

Possible Hazards Staff must always be mindful of situations that could cause harm. The major goal of

managing hazards is staff safety and for this we need staff to identify any hazards that they

come across. It is important for all staff to know that, if their personal safety is threatened, it

is better to leave than remain in an at-risk environment.

What follows is a list of possible hazards that could be found on the Avon Waste workplace

or on other sites:

1. Lifting hazards – ensure correct lifting procedures are undertaken when lifting heavy items. Utilise the following procedure when lifting items and never lift items that are too heavy for you:

a. Get close to the object (gloves may improve grip), ensure loads are lightweight, avoid lifting from the floor

b. Bend at the waist, use both hands, have a good grip c. Keep close to body, push up with legs, use forearms and thighs to rest load d. Get help, if needed, keep it tucked in, pivot with your feet, not your back.

2. Posture whilst driving or sitting in office chairs – ensure that you take regular breaks sitting in one position. Stretch out your muscles. Hop out of the truck, or get up from the desk at regular intervals and walk around for a few minutes.

3. Work stations and work benches – ensure that work stations and work benches are at an appropriate height for the task. If doing a task that takes a long time, have a break at regular intervals and stretch out.

4. Possible injury through being struck by vehicles/machinery – ensure the following: a. Reversing buzzer and light is equipped to all trucks and vehicles b. Minimise staff movements in areas where trucks are moving around c. In accordance with WMS, when emptying bins of all sizes ensure the area is

clear of obstacles. 5. Electricity – ensure the following:

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Avon Waste (17/11/2015) 3

a. When emptying bins, check for overhead powerlines before emptying any bins.

b. In the workshop, ensure that all cords are in good working order and have been tested and tagged.

6. Working at Heights – ensure that ladders are used per the manufacturers’ instructions and that no-one works at height without supervision and the correct safety harnesses and equipment.

7. Slips, Trips and Falls – ensure the following: a. Entering and Exiting of truck – three points of contact upon entering truck,

exit backwards using same three points of contact. b. Spilt material on floor – ensure any spills are cleaned up and/or covered with

sawdust to ensure that they do not present a slip hazard. 8. Mechanical Hazards – ensure guards are used wherever possible. 9. Hazardous Chemicals – ensure the following:

a. Personal Protective Equipment (PPE) is worn at all times according to the instructions.

10. Extreme Temperatures – ensure the following: a. Sunscreen is worn at all times (including when driving trucks as burns can

occur through open windows. b. Do not touch anything that has the possibility of being extremely not or cold. c. Use PPE at all times when dealing with hot machinery.

11. Noise – ensure ear protection is worn at all times when working with noisy equipment.

12. Radiation – ensure correct PPE is used when welding. Ensure others on site are aware that welding is taking place.

13. Biological Hazards – ensure the following: a. Correct PPE (gloves, eyewear etc) is worn whenever dealing with rubbish. b. Employees should take advantage of the free Hepatitis Vaccinations on offer

at Avon Waste as a preventative measure. 14. Unstable Objects – be mindful when storing items of the possibility that the items

may fall.

Reporting Hazards Hazards should be reported to your immediate Supervisor verbally. If your Supervisor is

unavailable then see the Office Manager. The Supervisor or Office Manager will take action

to ensure that the hazard is investigated and appropriate processes put in place to eliminate or

minimise the hazard. The Supervisor of Office Manager will ask you some questions and will

help you to fill in an Accident/Incident Report Form. The Supervisor or Office Manager will

follow through to ensure that any possible risks are eliminated. Should no action be received

within one week, the employee or subcontractor should approach the Operations Manager

and advise him of the issue. A review of hazards identified and what has been undertaken to

mitigate the risk is discussed at each monthly Management meeting and results are also

communicated to staff at Toolbox meetings.

Review This document will be reviewed every five years.

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