Appendix A – ASIC Company Extract...Ph: (03) 5595 1078 Fax: (03) 5595 1644 Web: GreenCon Australia...

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Appendix A – ASIC Company Extract

Australian Company

THE CAMPERDOWN COMPOST COMPANY PTY LTDACN 108 839 363

19/06/2020 AEST 06:19:48 1

Extracted from ASIC's database at AEST 06:19:48 on 19/06/2020

Company Summary

Name: THE CAMPERDOWN COMPOST COMPANY PTY LTD

ACN: 108 839 363

ABN: 59 108 839 363

Registration Date: 26/04/2004

Next Review Date: 26/04/2021

Status: Registered

Type: Australian Proprietary Company, Limited By Shares

Locality of Registered Office: CAMPERDOWN VIC 3260

Regulator: Australian Securities & Investments Commission

Further information relating to this organisation may be purchased from ASIC.

Camperdown Compost Works Approval Application July 2020

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Appendix B – Offence Declaration


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Appendix C – Camperdown Compost Site Layout and Design Plans

Drawing no.

Drawn: Date:Checked: Revision:

Drawing name:

Ammendments: Date:RevB. ENG. CCB-U-57908Registered Building Practitioner

Ph: (03) 5595 1078 Fax: (03) 5595 1644 Web: www.greencon.com.au Australia Pty. Ltd.GreenCon

CCOMPOST FACILITY UPGRADEfor Camperdown Compost Company

located at 445 Blind Creek Rd, BOOKARDD

- -- CS-01

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COVER SHEET

03.07.2020

DRAWING INDEX

AutoCAD SHX TextSheet Number

AutoCAD SHX TextDrawing Name

AutoCAD SHX TextCS-01

AutoCAD SHX TextCOVER SHEET

AutoCAD SHX TextECP-01

AutoCAD SHX TextEXISTING CONDITIONS PLAN

AutoCAD SHX TextGP-01

AutoCAD SHX TextGENERAL PLAN PROPOSED

AutoCAD SHX TextARCH-01

AutoCAD SHX TextARCHITECTURAL VIEW (West)

AutoCAD SHX TextARCH-02

AutoCAD SHX TextARCHITECTURAL VIEWS (East)

AutoCAD SHX TextSEQ-01

AutoCAD SHX TextCONSTRUCTION SEQUENCE PLAN

AutoCAD SHX TextEWS-01

AutoCAD SHX TextEARTHWORKS SCHEDULE

AutoCAD SHX TextTYP-01

AutoCAD SHX TextTYPICAL SECTIONS-1

AutoCAD SHX TextTYP-02

AutoCAD SHX TextTYPICAL SECTIONS-2

AutoCAD SHX TextDET-01

AutoCAD SHX TextPERIMITER DETAILS


AutoCAD SHX TextBUND DETAILS


AutoCAD SHX TextGATE DETAILS


AutoCAD SHX TextGATE DETAILS (PAVING)

AutoCAD SHX TextEL-01

AutoCAD SHX TextMACHINERY SHED


AutoCAD SHX TextPUMP SHED


AutoCAD SHX TextBLOWER SHED

AutoCAD SHX TextPLAN-01

AutoCAD SHX TextDETAIL PLAN (Pasteurization Area)


AutoCAD SHX TextDETAIL PLAN (Maturation Area)


AutoCAD SHX TextDETAIL PLAN (Drop Off)


AutoCAD SHX TextTRUCK ACCESS LAYOUT

AutoCAD SHX TextMEP-01

AutoCAD SHX TextDRAINAGE & POWER PLAN

AutoCAD SHX TextMEP-02

AutoCAD SHX TextPLUMBING PLAN

AutoCAD SHX TextFP-01

AutoCAD SHX TextFIRE CONTROL PLAN

1 2 3 4 5 6 7 8 9 10 11 12

B L I N D C R E E K R O A D

/

/ / / / / / / / / / / / / / / / / / / / / / / / / /

//

//

D

D

// /

//

//

//

//

//

//

///////////////////

/

D

D

D D

D

BLIND CREEK ROAD (UNSEALED)

EXISTING COMPOS

T PRODUCTION FA

CILITY

LIQUID DAM

SOLID DAM

COMPOST STOCKPILES AND OPERATIONS PREVENTED FURTHER SURVEY



CO

MPO

ST S

TOC

KPI

LES

AN

D O

PER

ATI

ON

S PR

EVEN

TED

FU

RTH

ER S

UR

VEY

NO ELECTRICITY POLES VISIBLENO ELECTRICITY POLES VISIBLE

/ / / /

Existing Conditions - Proposed Overlayscale 1:1000 @ A3

Drawing no.


Drawing name:





- -- ECP-01

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EXISTING CONDITIONS PLAN

03.07.2020

N

AutoCAD SHX TextTBM SPIKE PLACED

AutoCAD SHX TextBORE


AutoCAD SHX TextPOST AND RINGLOCK

AutoCAD SHX Text225 DIA PVC CULVERT

AutoCAD SHX TextSHED

AutoCAD SHX TextPOST AND WIRE

AutoCAD SHX TextPOST AND RINGLOCK


AutoCAD SHX TextOLD POST AND WIRE

AutoCAD SHX TextOLD POST AND NETTING

AutoCAD SHX TextNEW POST AND RINGLOCK







AutoCAD SHX TextSYPHON TANKS

AutoCAD SHX TextBLOWERS

AutoCAD SHX TextRWT

AutoCAD SHX TextRWT

AutoCAD SHX Text138.87

AutoCAD SHX TextTBM RIVET IN CONC PLACED





AutoCAD SHX Text122

AutoCAD SHX TextNEW PEG PLACED





AutoCAD SHX Text234







AutoCAD SHX Text259



AutoCAD SHX Text262






AutoCAD SHX Text275




AutoCAD SHX Text282



AutoCAD SHX Text290






AutoCAD SHX Text303







AutoCAD SHX Text137.41INV



AutoCAD SHX Text329





AutoCAD SHX Text336





AutoCAD SHX Text344



AutoCAD SHX Text350



AutoCAD SHX Text352




AutoCAD SHX Text361






AutoCAD SHX Text378




AutoCAD SHX Text389





AutoCAD SHX Text416


AutoCAD SHX Text417


AutoCAD SHX Text418









AutoCAD SHX Text430


AutoCAD SHX Text431






AutoCAD SHX Text459


AutoCAD SHX Text460


AutoCAD SHX Text461


















AutoCAD SHX Text124

























AutoCAD SHX Text530





AutoCAD SHX Text542




AutoCAD SHX Text550


AutoCAD SHX Text555


AutoCAD SHX Text570




AutoCAD SHX Text577

AutoCAD SHX Text578



AutoCAD SHX Text585







AutoCAD SHX Text607


AutoCAD SHX Text608


AutoCAD SHX Text609

AutoCAD SHX Text610









AutoCAD SHX Text639


AutoCAD SHX Text640





AutoCAD SHX Text647


AutoCAD SHX Text648




AutoCAD SHX Text659


AutoCAD SHX Text660







AutoCAD SHX Text671


AutoCAD SHX Text672




AutoCAD SHX Text675


AutoCAD SHX Text676


AutoCAD SHX Text677










AutoCAD SHX Text697






AutoCAD SHX Text703

AutoCAD SHX Text704
































AutoCAD SHX Text761



AutoCAD SHX Text765

AutoCAD SHX Text766

AutoCAD SHX Text767

AutoCAD SHX Text768

AutoCAD SHX Text769




























AutoCAD SHX Text1099












































































AutoCAD SHX TextSHED




AutoCAD SHX TextPOST AND WIRE FENCE REMOVED







AutoCAD SHX TextPOST AND RINGLOCK REMOVED

AutoCAD SHX TextTBM NAIL IN POST RL138.32

AutoCAD SHX TextTBM NAIL IN POST RL138.72


AutoCAD SHX Text99%%d41'40"



AutoCAD SHX Text120




AutoCAD SHX Text120


AutoCAD SHX TextPROPOSED SITE BOUNDARY





AutoCAD SHX TextX-681988.932

AutoCAD SHX TextY-5772864.473














Office24m2

W1

D1

Coms

W1

W1

SB

1 2 3 4 5 6 7 8 9 10 11 12

3690008000

500038000

50006000 20000 12000 32000 12000 100000 15000 60000 10000

600027000

6000

7000

2190

025

100

1650

026

500

5000

7000

5000

80005000


WEIGH BRIDGE

SITEAMENITIES

SIPHONTANKS

LIQUIDSEPARATION

PIT

PUMPSHED

LIQUIDSPIT

MACHINERYSHED

DAM

100m X 46mBIOLOGICAL DRYING

AREA(12 ROWS)

60m X 68.1mMATURATION

AREA(12 ROWS)

CO

MPO

STST

ORA

GE

ENTRYEXIT

CAR PARKING

SOLIDSEPARATION

BUNKER

2 NO. OF PUMPS FORSEPARATION SYSTEM

2 BAYS OF SHEDENCLOSEDFOR SITE AMENITIES& WORKSHOP

8 NO. OF STANDARD CAR SPACES+ 1 CAR SPACE AS PER AS1428

VEHICLE ENTRY

2.4m HIGHREINFORCED

CONCRETE WALL

2.0m WIDE BUND& CHAINWIRE MESH FENCINGAROUND PERIMETER

CONCRETE PAVING FORTURNER TURNOUT

ROLLOVER KERB

275,000LT RWTFOR SUPPLY TO

PASTEURISATION

CONCRETESPOON DRAIN

(EAST) SOLIDSEPARATION

PIT

(WEST) SOLIDSEPARATIONPIT

UNDERGROUND PIPE NETWORKFOR PASTEURISATION SYSTEM

4 BAYS OF SHEDOPEN FOR HOUSINGMACHINERY & EQUIPMENT

BAMBOO TREE PLANTATIONTO PROVIDE PRIVACY SCREENAROUND PERIMETER

3690008000

500038000

50006000 20000 12000 32000 12000 100000 15000 60000 10000

600027000

6000

7000

2190

025

100

1650

026

500

5000

7000

5000

80005000

WORKSHOP

275,000LT RWTWITH DEDICATED SUPPLY

FOR FIRE FIGHTING

1.5m CONCRETE FOOTPATHLINK BETWEEN CARPARK& SITE AMENITIES / WORKSHOP1.5m CONCRETE FOOTPATH

LINK BETWEEN CARPARK& SITE AMENITIES / WORKSHOP

100m X 22mPASTEURISATION

AREA(12 ROWS)

Site Layoutscale 1:1000 @ A3

Drawing no.


Drawing name:





- -- GP-01

--------

GENERAL PLAN PROPOSED

02.07.2020

N

AutoCAD SHX Text1

AutoCAD SHX TextB

AutoCAD SHX TextC

AutoCAD SHX TextR

AutoCAD SHX TextP

AutoCAD SHX TextN

AutoCAD SHX TextM

AutoCAD SHX TextL

AutoCAD SHX TextK

AutoCAD SHX TextJ

AutoCAD SHX TextI

AutoCAD SHX TextH

AutoCAD SHX TextD

AutoCAD SHX TextE

AutoCAD SHX TextF

AutoCAD SHX TextG

AutoCAD SHX Text2

AutoCAD SHX Text7

AutoCAD SHX Text6

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text8

AutoCAD SHX Text9

AutoCAD SHX Text10

AutoCAD SHX TextA

AutoCAD SHX TextQ

AutoCAD SHX TextO

AutoCAD SHX Text3

AutoCAD SHX TextRWT

AutoCAD SHX TextRWT

AutoCAD SHX Text1

AutoCAD SHX TextB

AutoCAD SHX TextC

AutoCAD SHX TextR

AutoCAD SHX TextP

AutoCAD SHX TextN

AutoCAD SHX TextM

AutoCAD SHX TextL

AutoCAD SHX TextK

AutoCAD SHX TextJ

AutoCAD SHX TextI

AutoCAD SHX TextH

AutoCAD SHX TextD

AutoCAD SHX TextE

AutoCAD SHX TextF

AutoCAD SHX TextG

AutoCAD SHX Text2

AutoCAD SHX Text7

AutoCAD SHX Text6

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text8

AutoCAD SHX Text9

AutoCAD SHX Text10

AutoCAD SHX TextA

AutoCAD SHX TextQ

AutoCAD SHX TextO

AutoCAD SHX Text3

Drawing no.


Drawing name:





- -- ARCH-01

--------

ARCHITECTURAL VIEW (WEST)

01.06.2020

ROLLOVERCONCRETE KERB

CHAINWIREMESH FENCING

DRIVEABLE LIQUIDS PIT

PUMP SHED

BAMBOO TREEPERIMETERSCREENING

3D Perspective (West end of site)not to scale

STORAGE DAM

MACHINERY SHED4 X 8m OPEN BAYS

VEHICLE EXIT ONTOBLIND CREEK ROAD

DRIVEABLE SOLIDS PIT

LIQUIDS PIT

MACHINERY SHED2 X 8m CLOSED BAYSWITH ROLLER DOORS

SOLIDS BUNKER

3D Perspective (looking Southwest)not to scale

Drawing no.


Drawing name:





- -- ARCH-02

--------

ARCHITECTURAL VIEWS (EAST)

01.06.2020

DRIVEABLE LIQUIDS PIT

PUMP SHED

BAMBOO TREEPERIMETERSCREENING

STORAGE DAM

48 X 20mMACHINERY SHED

CONCRETE SPOON DRAIN

DRIVEABLE SOLIDS PIT

DRIVEABLESOLIDS PIT

MATURATION AREA

VEHICLE ENTRYFROM BLIND CREEK ROAD

COMPOST STORAGE AREA2.0m HIGHCONCRETE WALL

CHAINWIREMESH FENCING

3D Perspective (Compost Storage)not to scale

SOLIDSBUNKER

LIQUIDS PIT

LunchRoom11.20m2

W1

W1D1

SB

W1

D1

ChangeRoom4.76m2

Office24m2

W1

W1D1

SB

W1

Coms

W1

W1

HWS

Toilet/Shower16.24m2

SB

W1

W1 W1 W1

Shr

Bsn

Wc Wc

1 2 3 4 5 6 7 8 9 10 11 12

80005000

380005000

6000 20000 12000 32000 12000 100000 15000 60000 100006000

27000

6000

7000

2190

025

100

1650

026

500

5000

7000

5000

80005000


STAGE1

STAGE2

STAGE3

STAGE4

STAGE5

STAGE3

3690006000 20000 12000 32000 12000 100000 15000

STAGE 1 STAGE 4

STAGE 5STAGE 2

STAGE 3

EXISTING BOUNDARYOF LICENCED AREA

Site Stagesscale 1:100 @ A1

Drawing no.


Drawing name:





- --

/ 1:1000 @ A3

SEQ-01

--------

CONSTRUCTION SEQUENCE PLAN

01.06.2020

N

AutoCAD SHX Text1

AutoCAD SHX TextB

AutoCAD SHX TextC

AutoCAD SHX TextR

AutoCAD SHX TextP

AutoCAD SHX TextN

AutoCAD SHX TextM

AutoCAD SHX TextL

AutoCAD SHX TextK

AutoCAD SHX TextJ

AutoCAD SHX TextI

AutoCAD SHX TextH

AutoCAD SHX TextD

AutoCAD SHX TextE

AutoCAD SHX TextF

AutoCAD SHX TextG

AutoCAD SHX Text2

AutoCAD SHX Text7

AutoCAD SHX Text6

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text8

AutoCAD SHX Text9

AutoCAD SHX Text10

AutoCAD SHX TextA

AutoCAD SHX TextQ

AutoCAD SHX TextO

AutoCAD SHX Text3

AutoCAD SHX TextRWT

AutoCAD SHX TextRWT

Office24m2

W1

D1

Coms

W1

W1

SB

1 2 3 4 5 6 7 8 9 10 11 12

6000

7000

2190

025

100

1650

026

500

5000

7000

5000

PUMPS BATHROOM

AMBULENT

WC

WORKSHOP

OFFICE

TOILETS

CHANGEROOMS

Earthworks Schedulescale 1:100 @ A1

Drawing no.


Drawing name:





- --

/ 1:1000 @ A3

EWS-01

--------

EARTHWORKS SCHEDULE

03.07.2020

N

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text7

AutoCAD SHX Text6

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text8

AutoCAD SHX Text9

AutoCAD SHX Text10

AutoCAD SHX Text3

AutoCAD SHX TextRWT

AutoCAD SHX TextRWT

AutoCAD SHX TextUP

AutoCAD SHX Text7

AutoCAD SHX Text8

AutoCAD SHX Text9

AutoCAD SHX Text10

AutoCAD SHX Text11

AutoCAD SHX Text12

AutoCAD SHX Text13

AutoCAD SHX Text14

AutoCAD SHX Text15

AutoCAD SHX Text16

AutoCAD SHX Text17

AutoCAD SHX Text6

AutoCAD SHX Text18

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text3

AutoCAD SHX Text2

AutoCAD SHX Text1

AutoCAD SHX TextType 2: Heavy Duty Concrete Pavement

AutoCAD SHX Text200mm Jointed Reinforced Concrete (32MPa, SL92 reinforced Top)

AutoCAD SHX Text150mm Size 20mm Class 4 crushed Rock, compacted to a minimum density of 98%(modified) AS1289,5.1.1

AutoCAD SHX Text500mm Select Fill meeting material properties; CBR > 2%, Swell > 1.5%, > 2%, Swell > 1.5%, 2%, Swell > 1.5%, > 1.5%, 1.5%, Permability k > 1 x 10 m/s. > 1 x 10 m/s. 1 x 10 m/s. 9 m/s. Compacted to a minimum density ratio of 98% (Standard) AS1289,5.1.2

AutoCAD SHX TextMaterial as found (Clay) Compacted to a minimum density ratio of 98% (Standard) AS1289,5.1.2

AutoCAD SHX TextType 1: Clay Surface

AutoCAD SHX TextExisting Clay Compacted to a minimum density ratio of 98% (Standard) AS1289,5.1.2

AutoCAD SHX Text500mm Re-worked Clay. CBR > 7%, Swell > 1.5%, Permability k > 5 x 10 m/s. > 7%, Swell > 1.5%, Permability k > 5 x 10 m/s. 7%, Swell > 1.5%, Permability k > 5 x 10 m/s. > 1.5%, Permability k > 5 x 10 m/s. 1.5%, Permability k > 5 x 10 m/s. > 5 x 10 m/s. 5 x 10 m/s. 9 m/s. Compacted to a minimum density ratio of 98% (Standard) AS1289,5.1.2

AutoCAD SHX TextType 3: Heavy Duty Unsealed Pavement


AutoCAD SHX Text270mm Size 20mm Class 3 crushed Rock, compacted in 2 layers to a minimum density of 97%(modified) AS1289,5.1.1

AutoCAD SHX Text500mm Re-worked Clay. CBR > 7%, Swell > 1.5%, Permability k > > 7%, Swell > 1.5%, Permability k > 7%, Swell > 1.5%, Permability k > > 1.5%, Permability k > 1.5%, Permability k > > 5 x 10 m/s. 9 m/s. Compacted to a minimum density ratio of 98% (Standard) AS1289,5.1.2


AutoCAD SHX TextType 5: Heavy Duty Concrete Pavement

AutoCAD SHX Text200mm Jointed Reinforced Concrete (32MPa, SL92 reinforced Top)


AutoCAD SHX Text500mm Select Fill meeting material properties; CBR > 2%, Swell > 1.5%, > 2%, Swell > 1.5%, 2%, Swell > 1.5%, > 1.5%, 1.5%, Permability k > 1 x 10 m/s. > 1 x 10 m/s. 1 x 10 m/s. 9 m/s. Compacted to a minimum density ratio of 98% (Standard) AS1289,5.1.2

AutoCAD SHX Text150mm thick, size 20mm Class 2 crushed Rock, Removed.


AutoCAD SHX TextType 4: Light Duty Sealed Pavement


AutoCAD SHX Text500mm Re-worked Clay. CBR > 7%, Swell > 1.5%, Permability k > > 7%, Swell > 1.5%, Permability k > 7%, Swell > 1.5%, Permability k > > 1.5%, Permability k > 1.5%, Permability k > > 5 x 10 m/s. 9 m/s. Compacted to a minimum density ratio of 98% (Standard) AS1289,5.1.2



AutoCAD SHX TextSize 7mm Sprayed Seal

AutoCAD SHX TextSize 14mm Sprayed Seal

AutoCAD SHX TextPrime or 7mm Primerseal

AutoCAD SHX Text30mm Type N Asphaltic Concrete

AutoCAD SHX TextType 6: Heavy Duty Concrete Pavement with Aerated Tubes

AutoCAD SHX Text200mm Jointed Reinforced Concrete (32MPa, SL92 to Top w/ 50mm cover)


AutoCAD SHX Text500mm Select Fill meeting material below tubes. Properties; CBR > 2%, > 2%, 2%, Swell > 1.5%, Permability k > 1 x 10 m/s. > 1.5%, Permability k > 1 x 10 m/s. 1.5%, Permability k > 1 x 10 m/s. > 1 x 10 m/s. 1 x 10 m/s. 9 m/s.


AutoCAD SHX Text170mm Select Fill meeting material below tubes. Properties; CBR > 2%, > 2%, 2%, Swell > 1.5%, Permability k > 1 x 10 m/s. > 1.5%, Permability k > 1 x 10 m/s. 1.5%, Permability k > 1 x 10 m/s. > 1 x 10 m/s. 1 x 10 m/s. 9 m/s.

WEIGH BRIDGE

ENTRY

SOLIDSEPERATION

BUNKER

Machinery Area Pump Room

Liquids Seperation Pit

Solids Bunker

LiquidsSolids

Pump Shed

RL:13

7.70

RL:13

7.62

RL:13

9.31

RL:13

9.07

RL:13

8.84

RL:13

8.86

RL:13

9.14

RL:13

9.16

RL:13

8.06

RL:137.95RL:137.68 RL:137.84

RL:13

7.70

RL:13

7.62

RL:13

9.31

RL:13

9.07

RL:13

8.84

RL:13

8.86

RL:13

9.14

RL:13

9.16

RL:13

8.06

RL:137.95RL:137.68 RL:137.84

MACHINERYSHED

LIQUIDSEPERATION

PIT

LIQUIDSEPERATION

PIT

DAM

Hard stand type 1Hard stand type 1 Pasteurisation

Existing Ground LevelExisting Ground Level

100m X 68.1mPASTEURIZATION

AREA(12 ROWS)

PUMPSHED

SOLIDSPIT

Sectionscale 1:500 @ A3

Drawing no.


Drawing name:





- -- TYP-01

--------

TYPICAL SECTIONS-1

01.06.2020



A1

A2

A3

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text7

AutoCAD SHX Text6

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text8

AutoCAD SHX Text9

AutoCAD SHX Text10

AutoCAD SHX Text3

AutoCAD SHX Text1

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AutoCAD SHX Text7

AutoCAD SHX Text6

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text8

AutoCAD SHX Text9

AutoCAD SHX Text10

AutoCAD SHX Text3

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text7

AutoCAD SHX Text6

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text8

AutoCAD SHX Text9

AutoCAD SHX Text10

AutoCAD SHX Text3

LIQUIDSEPERATION

PIT

SOLIDSPIT

MACHINERYSHED

DAM


AREA(12 ROWS)


AREA(12 ROWS)

COMPOSTSTORAGE

IL:137.30IL:1

37.25

RL:138.85RL:139.16RL:139.35

RL:137.74

Existing Ground Level

2400

Existing Ground Level

Machinery ShedExisting Ground Level

2400

8000

Spoon Drain

DAM

Drawing no.


Drawing name:





- -- TYP-02

--------

TYPICAL SECTIONS-2

01.06.2020


B1


B2

AutoCAD SHX TextB

AutoCAD SHX TextC

AutoCAD SHX TextJ

AutoCAD SHX TextI

AutoCAD SHX TextH

AutoCAD SHX TextD

AutoCAD SHX TextE

AutoCAD SHX TextF

AutoCAD SHX TextG

AutoCAD SHX TextA

AutoCAD SHX TextR

AutoCAD SHX TextP

AutoCAD SHX TextN

AutoCAD SHX TextM

AutoCAD SHX TextL

AutoCAD SHX TextK

AutoCAD SHX TextQ

AutoCAD SHX TextO

AutoCAD SHX TextB

AutoCAD SHX TextC

AutoCAD SHX TextJ

AutoCAD SHX TextI

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AutoCAD SHX TextD

AutoCAD SHX TextE

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AutoCAD SHX TextN

AutoCAD SHX TextM

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AutoCAD SHX TextK

AutoCAD SHX TextQ

AutoCAD SHX TextO

DAM

Grass & Topsoil

Top Soil @ 6:1

prop

erty

line

Dam batter @ 3:1

wide dam bankDam batter @ 2.5:1

5000Selected Bamboo TreeScreen around Site Perimeter

600

2000

max

.20

00 m

ax.

min

.

WATER FREEBOARD

Abo

ve N

GL

Bel

ow N

GL

60002000

NATURAL GROUND LEVEL (NGL)

BOTTOM OF DAM

TOP OF BANK

plantation

prop

erty

line

2400

8000

Fall Existing Ground Level

ReinforcedConcrete Wall

150 thick FCRConcreteSpoon Drain

Concrete Wallreturning

in background

ChainwireMesh Fencingin background

Footing System TBC

Perimter Detailsscale 1:100 @ A3

Drawing no.


Drawing name:





- -- DET-01

--------

PERIMITER DETAILS

01.06.2020

AutoCAD SHX TextPart North & East Fence

AutoCAD SHX TextPart West Fenceline

2000

1000 1000

300

1700

6000

chain meshfence to

full height

plantation2400

400

1000 Impermeable

Layer

Compacted Clay

prop

erty

line

min.

· 50NB MG pipe cranked 600mm, stays and bracing as required.· 50mm x 2.5 gal chain mesh full height including crank.· Shade mesh on Blind Creek Road side only, cover including crank.· Clay compacted to shape on impermeable base.· Plantation on all sides.

FENCE:

BUND:

2000

10001000

300

1700

5000

chain meshfence tofull height

plantation 2400

400

1000 Impermeable

Layer

Compacted Clay

prop

erty

line

min.

NOTES:

Bund Detailsscale 1:50 @ A3

Drawing no.


Drawing name:





- -- DET-02

--------

BUND DETAILS

01.06.2020

AutoCAD SHX TextNorth Fence only

AutoCAD SHX TextSouth & Part East Fence

120006000 6000

12000

6000

3000

3000

prop

erty

line

300

1900

2000

6000

200

200

200mm Concrete

150mm Deep Class 3 Crushed Rock.

Sliding Gate

500

Drawing no.


Drawing name:





- -- DET-03

--------

GATE DETAILS

01.06.2020

Plan Viewscale 1:100 @ A3

Front Viewscale 1:100 @ A3

Side Viewscale 1:100 @ A3

AutoCAD SHX TextSliding Gate


AutoCAD SHX TextEntry Ramp

AutoCAD SHX TextEntry Ramp



AutoCAD SHX TextIN

AutoCAD SHX TextOUT

AutoCAD SHX TextIN

AutoCAD SHX TextOUT

150

270

500

Geofab Textile Membrane(Geotextile A34)

270mm Deep Class 3 Crushed rock.


500mm Deep Compacted Clay Fill


200mm Concrete

200

plantation

prop

erty

line

150

270

500

2000

Geofab Textile Membrane(Geotextile A34)

270mm Deep Class 3 Crushed rock.


500mm Deep Compacted Clay Fill

Detail:scale 1:50 @ A3

Drawing no.


Drawing name:





- --

1.

DET-04

--------

GATE DETAILS (PAVING)

01.06.2020

Detail:scale 1:50 @ A3

1.

48000

2000

0

8000

5000 10

°

5000

2000048000Skylight

Skylight

Skylight

Skylight

Skylight

Skylight

PA DoorSliding Doors x 2

Machinery Shed

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vehicle:SEMI19M2group:JOHNspeed:6:kphpathUnits:meterstime:2004-07-27-14-01-15display:1,1,1,1,1,1,1,0,1,0,0,0,0color:5,5,0,0,0,2,3,7,4,7,0,7,7style:0,0,0,0,0,0,0,2,0,0,2,0,0fill:0,0clearance:0.000,3.000,3.000spacing:0,2.500level:18,aircraft:N

PRELIMINARY PLAN

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89 | P a g e

Appendix D – Air Quality Assessment (GHD, 2020)

The Camperdown Compost Company Pty Ltd Camperdown Compost Air Quality Assessment

February 2020

GHD | Report for The Camperdown Compost Company Pty Ltd - Camperdown Compost, 12521951 | i

Table of contents 1. Introduction ............................................................................................................................... 1

1.1 Overview ......................................................................................................................... 1

1.2 Purpose of this report ...................................................................................................... 1

1.3 Scope and limitations ...................................................................................................... 1

1.4 Scope of works ................................................................................................................ 2

1.5 Assumptions.................................................................................................................... 2

2. Project description ..................................................................................................................... 4

2.1 Site location and land use ................................................................................................ 4

2.2 Sensitive receptors .......................................................................................................... 4

2.3 Site operations ................................................................................................................ 6

2.4 Potential sources of odour ............................................................................................. 10

2.5 Complaint history........................................................................................................... 14

3. Relevant policies and guidelines .............................................................................................. 15

3.1 Victorian State Environmental Protection Policy (Air Quality Management) (SEPP (AQM)) ............................................................................................................... 15

3.2 EPA Publication 1518, Recommended Separation Distances for Industrial Residual Air Emissions .................................................................................................. 15

3.3 EPA Publication 1588.1, Designing, constructing and operating composting facilities ......................................................................................................................... 15

4. Default buffer assessment ....................................................................................................... 16

4.1 EPA Publication 1518, Recommended Separation Distances for Industrial Residual Air Emissions .................................................................................................. 16

4.2 EPA Publication 1588.1, Designing, constructing and operating composting facilities ......................................................................................................................... 16

4.3 Application to the site .................................................................................................... 16

5. Baseline odour surveys ........................................................................................................... 18

5.1 Methodology ................................................................................................................. 18

5.2 Results .......................................................................................................................... 19

6. Risk assessment ..................................................................................................................... 22

6.1 Site specific variation to the default buffer ...................................................................... 22

6.2 Methodology ................................................................................................................. 22

6.3 Emission scenarios ....................................................................................................... 23

6.4 Risk scenarios ............................................................................................................... 24

6.5 Site specific meteorology ............................................................................................... 24

6.6 Risk based directional buffers ........................................................................................ 29

7. Qualitative dust assessment .................................................................................................... 32

8. Qualitative bio-aerosol assessment ......................................................................................... 34

9. Conclusions ............................................................................................................................ 35

GHD | Report for The Camperdown Compost Company Pty Ltd - Camperdown Compost, 12521951 | ii

Table index Table 2-1 Types of raw material received ........................................................................................ 6

Table 2-2 Feedstock and associated odour risk ............................................................................. 10

Table 2-3 Odour sources (upgraded facility) .................................................................................. 12

Table 5-1 Odour intensity determination ........................................................................................ 18

Table 5-2 Odour duration descriptors ............................................................................................ 19

Table 5-3 Summary of baseline odour survey results..................................................................... 19

Table 6-1 Risk matrix .................................................................................................................... 24

Table 6-2 Modelled risk scenarios ................................................................................................. 24

Table 7-1 Potential dust emission sources..................................................................................... 33

Figure index Figure 2-1 Site location and receptors .............................................................................................. 5

Figure 2-2 Process flow diagram ...................................................................................................... 9

Figure 4-1 Default buffers ............................................................................................................... 17

Figure 6-1 Annual wind rose at Mortlake (2015-2019) ..................................................................... 26

Figure 6-2 Risk scenario wind roses ............................................................................................... 28

Figure 6-3 Risk based directional buffers ........................................................................................ 31

Appendices Appendix A – Baseline odour survey routes

GHD | Report for The Camperdown Compost Company Pty Ltd - Camperdown Compost, 12521951 | 1

1. Introduction 1.1 Overview

GHD has been engaged by The Camperdown Compost Company Pty Ltd (Camperdown Compost) to undertake an Air Quality Assessment (AQA) for the proposed expansion and upgrade of their existing composting facility located at Gnotuk, Victoria (herein after ‘the subject site’).

The assessment was undertaken following discussions with EPA1 regarding requirements for the works approval application (WAA) to include an AQA to assess the potential impacts from the proposed upgrade. Air quality (primarily odour) associated with the facility has the potential to be an environmental issue. The potential for off-site odour impacts needs to be well understood as this may have a bearing on the proposed upgrade approval. The air emissions which have the potential for concern in order of importance are:

1. Odour

2. Dust

3. Bio aerosols

Generally odour poses the critical constraint with respect to the available separation distance to nearby residences.

Baseline field odour surveys were undertaken to establish the current odour impact from the site, followed by a risk based approach to assess the potential for odour to be emitted offsite, based on the type of operations occurring at the site, and the meteorology at the time of those operations. Dust and bio aerosols were addressed qualitatively.

1.2 Purpose of this report

The purpose of this report is assess of potential air emission impacts from the proposed upgrade to the subject site and determine baseline odour conditions at the subject site.

The findings, conclusions and recommendations of this assessment should be read in conjunction with the limitations presented in section 1.3.

1.3 Scope and limitations

This report has been prepared by GHD for The Camperdown Compost Company Pty Ltd and may only be used and relied on by The Camperdown Compost Company Pty Ltd for the purpose agreed between GHD and The Camperdown Compost Company Pty Ltd as set out in section 1.2 of this report.

GHD otherwise disclaims responsibility to any person other than The Camperdown Compost Company Pty Ltd arising in connection with this report. GHD also excludes implied warranties and conditions, to the extent legally permissible.

The services undertaken by GHD in connection with preparing this report were limited to those specifically detailed in the report and are subject to the scope limitations set out in the report.

1 Phone meeting with Ben Carr, EPA Victoria, 21 November 2019


The opinions, conclusions and any recommendations in this report are based on conditions encountered and information reviewed at the date of preparation of the report. GHD has no responsibility or obligation to update this report to account for events or changes occurring subsequent to the date that the report was prepared.

The opinions, conclusions and any recommendations in this report are based on assumptions made by GHD described in this report (refer section(s) 1.5 of this report). GHD disclaims liability arising from any of the assumptions being incorrect.

GHD has prepared this report on the basis of information provided by The Camperdown Compost Company Pty Ltd and others who provided information to GHD (including Government authorities), which GHD has not independently verified or checked beyond the agreed scope of work. GHD does not accept liability in connection with such unverified information, including errors and omissions in the report which were caused by errors or omissions in that information.

The opinions, conclusions and any recommendations in this report are based on information obtained from, and testing undertaken at or in connection with, specific sample points. Site conditions at other parts of the site may be different from the site conditions found at the specific sample points.

Site conditions (including the presence of hazardous substances and/or site contamination) may change after the date of this Report. GHD does not accept responsibility arising from, or in connection with, any change to the site conditions. GHD is also not responsible for updating this report if the site conditions change.

1.4 Scope of works

The scope of work for this report included the following:

Inception meeting and site visit to discuss the proposed upgrade and gain an understanding of current operations

Four baseline field odour surveys to establish the current odour impact from the site

Assess EPA default buffers in accordance with Publication 1588.1 (June 2017)

Risk based assessment for odour including the following:

– Identify potential odour sources – Default buffer assessment – Assess potential emission scenarios – Directional buffers using site-representative meteorology

Qualitative dust assessment

Qualitative bio aerosol assessment

Presentation of the findings in the form of an Air Quality Assessment report

1.5 Assumptions

The following assumptions were used in this report:

Data obtained from the Mortlake Racecourse and Warrnambool Airport Bureau of Meteorology Automatic Weather Stations (AWS) are deemed to be representative of the meteorology at the subject site.

For the emission scenarios, it is assumed that greater movement/disturbance of composting material will increase the potential for odour and dust to be generated.


Emission scenarios were created using operational periods supplied by the client, which GHD assumes are correct.

The site activity boundary used for dispersion modelling is based on site process areas provided by the client, which GHD assume are correct.

All information provided in the Works Approval Application is correct and representative of proposed future operations at the subject site.


2. Project description 2.1 Site location and land use

The subject site is located approximately 9 km northwest from the town centre of Camperdown Township at 445 Sandys Lane, Gnotuk, Victoria.

The subject site is located on Blind Creek Road with the planning zone at and surrounding the subject site classified as Farming Zone 1 (FZ1).

2.2 Sensitive receptors

The definition of a sensitive receptor or sensitive land use is defined by the EPA2 as:

‘any land uses which require a particular focus on protecting the beneficial uses of the air environment relating to human health and well-being, local amenity and aesthetic enjoyment, for example residential premises, child care centres, pre-schools, primary schools, education centres or informal outdoor recreation sites’.

Nine sensitive receptors have been identified within a 5 km radius of the subject site, as shown in Figure 2-1. The closest sensitive receptor (R1) is located approximately 1.2 km south-southwest from the subject site and is the property owner (landholder) of the subject site. Receptors R1A and R1B are cottages located on the same landholder's (R1) property. One house has a farm worker living in it, and the other is rarely occupied. The next closest sensitive receptor (R3) is located approximately 2.1 km south-southeast of the subject site and is occupied by the daughter of an owner of Camperdown Compost.

2 EPAV 2013 “Recommended separation distances for industrial residual air emissions” Publication. 1518, March 2013

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2.3 Site operations

The following two sections outline the current and proposed future operations of the subject site.

2.3.1 Current operations

The subject site uses an open-windrow process to form compost from solid and liquid wastes. The typical operations of the current facility are as follows: Solid and liquid wastes (as outlined in Table 2-1) are received.

Chipped green waste bund dams are formed to soak up liquid wastes.

The moist green waste mass is then formed into windrows, whilst the surplus liquid drains to a contact dam. Large windrows are used in order to minimise the surface area to volume ratio of the emitting surfaces, to reduce odorous emissions.

The windrows are turned by excavators and are managed and monitored for moisture level and temperature. The windrows are turned/aerated by the excavators cracking fissures into the sides of the windrows to allow aeration and to form a pseudo biofilter layer as they convect and evaporate the high moisture content.

Further process waters are added to windrows through the process, ceasing prior to the completion of a final pasteurisation sequence.

The compost is then further matured and dried for screening and sale to the farming industry.

The subject site is currently licensed to compost 24,000 tonnes of waste per year and operates from 7:30 am to 5:00 pm Monday to Friday and 8:00 am to 12:00 pm Saturday. The site has been in operation for over twenty years.

Recently ten smaller windrows were introduced on the east side of the property which were turned by a self-propelled turner in preparation and for trialling of the facility upgrade. It is noted in the Camperdown Compost Environmental Management Plan (August 2019) that the smaller windrows were proven to be more odorous. Although small windrows are proposed in the WAA, they will be placed on an aerated concrete floor which is expected to overcome the recent difficulties of maintaining aerobic conditions.

Table 2-1 Types of raw material received

Waste description

Solid waste

Hard green waste

Municipal green waste

Liquid waste

Animal effluent and residues including abattoir waste and other waste from animal processing

Grease interceptor trap effluent

Food and beverage processing waste

Car and truck washwater

Industrial washwater from cleaning, rinsing or washing operations not otherwise specified

Fly ash (Not received for over ten years)

Filter cake (Not received for over ten years)

Inert sludges or slurries


2.3.2 Future operations

Camperdown Compost is proposing to upgrade the technology and processes of the subject site and increase its processing capacity. The subject site has been operating at capacity for several years and recent closure of nearby organic processing facilities has placed the company under market pressure to receive more feedstock material. Markets for finished compost product in surrounding farming districts remain strong.

A current challenge for the subject site is to keep oxygen in the windrows at all times. A lack of oxygen (anaerobic) can lead to odour production, and increase the time taken to produce compost.

The proposal seeks to both upgrade the technology and processes of the processing facility, improve its environmental performance and increase its processing capacity to enable future growth.

Site upgrades

The following upgrades to the subject site are proposed:

Installation of a concrete, force aerated floor, for turned windrow composting. This is proposed to reduce the risk of odorous anaerobic pockets forming inside the windrows and maintain a more even temperature spread throughout the windrows.

Installation of a self-propelled windrow turner that will irrigate as it turns.

Monitoring of windrows though the use of compost system probes which continuously measure temperature at three different depths. The timing of aeration/turning will be scheduled based on monitoring parameters using compost system probes.

Installation of a de-watering system.

Increase the licenced tonnage from 24,000 to 50,000 tonnes of input feedstock, including up to 30,000 tonnes of prescribed industrial waste.

Raw material to remain similar, as outlined in Table 2-1, with the following amendments:

– The addition of:– Municipal green wastes (including mixed kerbside food and garden organics)– Commercial Food Waste

– The removal of:– Fly ash– Filter cake

Proposed operations

A description of the proposed processes are described below and in Figure 2-2. The proposed site layout can be found as part of the Works Approval Application.

Receival:

– Liquid wastes will be received in a dedicated liquid acceptance pit where multipletrucks can simultaneously discharge. The liquid acceptance pit will be pumped througha de-watering screen and the solids separated onto a storage pad for blending withbulking agents.

– The solid residue remaining after pumping to the de-watering system will be collectedin the liquid acceptance pit to be periodically dug out by loader and mixed with gardenand food based solid organic bulking agents for formation into windrows.


– The solids from the de-watering process captured on the solids pad will be dug out and mixed with municipal garden, or food and garden, organics ready for windrow formation.

– Solid waste will be received and blended on the receipts pad with solids from the de-watering process and residue from the liquid receipts pit (as described above).

Force aerated floor (eight weeks):

– Windrows will be formed on the biological drying pad/aerated floor (100 x 65 m) and hold 12 windrows.

– Aeration of windrows will occur on the force aerated floor whilst the separated processed liquid will be pumped onto the biological drying pad daily for application via the self-propelled windrow turner that can irrigate as it turns.

– Turning will be undertaken using a Komptech X55 self-propelled turner and scheduled based on monitoring parameters using compost system probes which continuously measure temperature at three different depths.

– Windrows will be turned on a minimum weekly cycle and may be turned daily if required in the early stages of the forced aeration process to minimise odour potential.

– A maximum of eight windrows will be used for adding liquids, with the remaining four rows used for pasteurisation.

– A pasteurisation sequence will be undertaken on the aerated floor prior to moving to the maturation area.

Hardstand (eight weeks):

– Transfer of material to a maturation pad (60 x 65 m) forming 12 shorter windrows and turned

Compost screening area:

– The compost is then screened for sale and loaded for dispatch


Figure 2-2 Process flow diagram


2.4 Potential sources of odour

2.4.1 Current odour sources

The sources associated with waste receival and the turning of windrows are considered to be the largest odour sources, as the material in these sources is freshest. This includes offloading solid and liquid waste from trucks and turning of stockpiles. The current windrow composting process is also considered to be a large odour source when the material is freshest. As the feedstock is pasteurised and matured (and dries out in the process) it is expected to generate less odour (in quiescent phases).

GHD conducted a site visit of the subject site on 10 December 2019. During the site visit, the following observations with regards to odour were made:

The odour characteristics in different areas of the site varied significantly, as follows:

– During a liquid waste delivery: sour, foul odour – During a solid waste delivery: grassy odour – Windrows: compost odour – Turning of windrows: compost odour – Contact dam: wastewater odour – Finished product: sweet/earthy compost odour

Of the odours detected during the site visit, the odour associated with the liquid waste delivery was considered the most unpleasant

The Environmental Management Plan (EMP)3 for the subject site details the types of feedstock received and their associated odour risk. This has been reproduced in Table 2-2 below.

Table 2-2 Feedstock and associated odour risk4

Feedstock type Overall Risk Level Factors Affecting Odour Risk

GO & FOGO Medium Seasonal moisture levels

Summer FOGO rot risk

Commercial food waste Medium Delivery time

Temperature

Source and nature of feedstock

Grease trap waste Medium Temperature

Solids fraction

Animal effluent and residues including abattoir waste and other waste from animal processing

High Temperature

Source & nature of feedstock

Food and beverage processing waste

High/medium Temperature

Source and nature of feedstock

Drilling muds Low Blending rate

3 Camperdown Compost Company Environmental Management Plan August 2019, Bookaar Compost Facility EPA License

13415 4 4Adapted from Camperdown Compost Company Environmental Management Plan August 2019, Bookaar Compost Facility

EPA License 13415


2.4.2 Future odour sources

The EMP for the subject site details an inventory of the on-site odour sources for the proposed operations and control measures to be implemented in order to reduce odour. The individual sources, process, control measures and subsequent odour implications are described in Table 2-3.

Based on proposed upgrade measures and proposed controls, GHD expects that odour from the upgraded facility will decrease in comparison with the existing operations.

The EMP also provides various odour control measures for upset conditions (emergencies, maintenance, breakdowns, extreme weather events, etc.) to reduce the odour emissions of which GHD consider to be sufficient to minimise the risk of odour.


Table 2-3 Odour sources (upgraded facility)5

Source Location Process Control measures Overall Odour implications

Waste delivery

Site access Waste reception on receipt pad

Waste enclosed in delivery vehicles

Prompt delivery of material and no extended “waiting time” for trucks

Odour emissions for liquid waste receival is expected to be lower than current operations due to the implementation of a new liquid receival system and de-watering process. The new liquid receival system will have containment controls where liquids can be efficiently discharged and controlled. Receipts flow to a solids trap which takes water out of the middle depth, trapping heavy solids by gravity and floating solids which remain above the drainage level. A de-watering process will separate solids from liquids allowing the processed water to be directly irrigated to windrows for biological drying.

Odour implications for solid waste expected to remain similar noting that holding time is limited to five days to minimise odours.

Receipts pad Spreading, decontamination, and shredding of waste

Priority processing and windrowing of odorous deliveries

Rejection of deliveries deemed to be too odorous

Liquid acceptance pit Liquid delivery

Immediate de-watering processing

Prompt blending of solids and residues with chipped solid wastes

Wash down procedures

Water System Contact water dam Water storage Aeration of contact water dam

The new liquids receipts facility is expected to reduce the amount of solids from liquid receipts currently entering the contact water dam.

This should reduce the biological oxygen demand of the contact water dam and reduce the odorous emission potential of this source.

Further, odour for the contact dam is expected to be lower than current operations due to the introduction of aerators.

5Adapted from Camperdown Compost Company Environmental Management Plan August 2019, Bookaar Compost Facility EPA License 13415


Source Location Process Control measures Overall Odour implications

Force Aerated Windrow Processing

Force aeration pad

Transfer to windrow pads

Avoid process in the morning due to mornings generally being the calmest time of day

Odour emissions are expected to be lower for active compost phase due to introduction of the forced aeration pad to maintain aerobic conditions.

Data6 provided from Camperdown Compost demonstrate significant measured odour reductions at every week for an aeration system compared to turned windrows without aeration. For a bio-waste blend windrow a reduction of 11% at day six and an average of 75% for days 13 to 28 was seen while for a sewage blend windrow a reduction of 11% at day six and average of 47% for days 13 to 28 was seen.

Further odour is also expected to reduce due to the implementation of a self-propelled windrow turner (providing greater mixing and homogenisation of the material).

Reactive management (delay or avoid) for turning and windrow formation based on wind direction (i.e. placing receptors downwind) and high risk wind conditions (i.e. light winds in winter time) is expected to further reduce the likelihood of odour emissions.

Formation of windrows

Wind Direction monitoring and activity scheduling for windrow formation

Appropriate blend ratios for odour minimisation

Windrow turning/force aeration

Active compost

Wind direction monitoring and activity scheduling for windrow formation

Continuous and regular parameter monitoring for optimal force aeration

Turning frequency increase if required

Addition of zeolite or finished compost as odour ameliorants if needed

Maturation Active compost

Dry process reducing moisture through maturity

Appro

Appendix A – ASIC Company Extract...Ph: (03) 5595 1078 Fax: (03) 5595 1644 Web: GreenCon Australia...

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