appendix a figures and supporting documents

Appendix A – Figures and Supporting Documents

T: (08) 9250 6960

F: (08) 92508269

www.environmentalserivces.com.au

[email protected]

Notes:

Site Location

Scale Not Used

v1

Figure No: Rev:

1Project No:

E2012 - 031

PERTH | PEEL

MDW Environmental Services

Date:

10/09/2013

Scale:

Lot 20 Adelaide Street, Hazelmere

Drawing Title:

SITE AND REGIONAL VIEW

Drawn by:

Dale A.

Client:

WASTEROCK PTY LTD

Project:

Hazelmere Landfill

Location:

North

Bent Street Jetty

MDWES - Figure Sheet (L) (v2) Jun2013

http://www.environmentalserivces.com.au/

mailto:[email protected]

T: (08) 9250 6960

F: (08) 92508269


[email protected]

Notes:

Site Location

Proposed Site Access

Scale Not Used

v1

Figure No: Rev:

2Project No:

E2012 - 031

PERTH | PEEL


Date:

7/01/2014

Scale:


Drawing Title:

PROPOSED ACCESS ROAD

Drawn by:

MB

Client:

WASTEROCK PTY LTD

Project:

Hazelmere Landfill

Location:

North

Bent Street Jetty




MDW Environmental Services Notes:

T: (08) 9250 6960

[email protected]

Scale: Rev:

v1

Figure No:

3

Project Number:

E2012 - 031

PERTH | PEEL

Drawn By: Date:

MB 7/01/2014

Proposed Engineered Construction

Diagram for Remediation

Client:

Project Title:

Location:

Drawng Title:

WASTEROCK PTY LTD

Hazelmere Landfill


No Scale Used

1.0m

1.5m

2.0m

3.0m

Barrier Layer Crushed C&D Waste (<150mm) to form a greotechnical style membraine

Deep Cell Materials 10-150mm

Stable non-leachable materials including asbestos

Natural clay layer forming the base at vaying depths accross the Site VD

Capping layer Amended Sands

Soil amended within the soil ammendment area which are proven to

0.0m

Finished Ground Level

• Depths indicated are below proposed finished ground level. • VD = Varying depths dependent on natural levels and the volume of Deep Fill.

Asb

esto

s Fr

ee

Are

a co

nta

inin

g A

sbes

tos

0.5m

2.5m

3.5m

4.0m

4.5m

5.0m

5.5m

6.0m

MDWES - Figure Sheet (P) A3 (v2) Jan2013

http://www.environmentalservice.com.au/


T: (08) 9250 6960

F: (08) 92508269


[email protected]

Notes:

Location of :

Resource Reconvery & Remediation Facility

Soil Amendment & AssessmentFacility

Site Boundary

0

m

v1

Figure No: Rev:

4Project No:

E2012 - 031

PERTH | PEEL


Date:

7/01/2014

Scale:

Lot 20 Adelaide Sreet

Drawing Title:

Survey of Site

100Drawn by:

MB

Client:

WASTEROCK PTY LTD

Project:

Hazelmere Remediation and Regeneration

Project

North

Bent Street Jetty

Soil Amendment & Assessment Facility

(SAAF)

Resource Recovery & Remediation Facility (RRRF)

Site Offices & Facilities




T: (08) 9250 6960

F: (08) 92508269


[email protected]

Notes:

Proposed Location of Abstraction Boresand holding tanks (50,000L x2) for

groundwater's to be used as dustsuppression

0

m

PERTH | PEEL


Date:

10/09/2013

Scale:


Drawing Title:

Proposed Location of Groundwater

Bores for Abstraction for Dust

Suppression

50Drawn by:

Dale A

Client:

WASTEROCK PTY LTD

Project:

Hazelmere Remediation and Regeneration

Project

Location:

v1

Figure No: Rev:

5Project No:

E2012 - 031

North




Jaw Crusher cross section showing closed and open side setting and at rest

Width of CSS determines size of product, characteristics of T: (08) 9250 6960

material determine size range of product F: (08) 92508269

www.environmentalservices.com.au

[email protected]

Notes:

v1

Figure No: Rev:

6

Project No:

E2012-031

KW

Lot 20 Adeliade Street, Hazelmere

Drawing Title:

JAW CRUSHER

Drawn by:

17/01/2014

Capacities may vary depending on

type of material, gradation of

material, feed method, moisture, bulk

density, clay content and fracture

characteristics for the material


Date:

Client:

WASTEROCK

Project:

Wasterock

Location:

PERTH | PEEL

Bent Street Jetty


http://www.environmentalservices.com.au/


T: (08) 9250 6960

F: (08) 92508269


[email protected]

Notes:

Noise From source to Receptor Calculation

❶ Noise at nearest receptor equal to noise

measured 5 metres from source (97 dB)

❷ plus impulsiveness (+5 dB), modulation

and tonality

Impulsiveness from crunching of material

as it is crushed.

❸ Less barrier attenuation x2 (Total -20 dB)

❹ less distance decay (-35 dB) as per BS5228-1

❺ Equivalent measured noise at receptor

47 dB LA10

Allowable Assessment Criteria at Receptor Calculation

❻ Assessment criteria for nearest houses

7 am to 7 pm Monday to Saturday

Allowable noise level as per regulations (45 dB)

❼ plus influencing factor from raods

add 2 dB due to proximity to Roe Hwy

add 1 dB due to proximity to Stirling Cres

❽ No allowance made for noise from the trucks using

Adelaide St could add an additional 5db (not included)

❾ Calcualted Assessment level 48 dB LA10

Cross sectional schematic

0

m

v1

Figure No: Rev:

7Project No:

E2012 031

PERTH | PEEL


Date:

17/01/2014

Scale:

Lot 20 Adeliade Street, Hazelmere, Perth

Drawing Title:

NOISE ASSESSMENT - Crusher

100Drawn by:

KW

Client:

WASTEROCK PTY LTD

Project:

Lot 20 Adeliade Street

Location:

North

Bent Street Jetty

Proposped Access road via Talbot Road

Crusher noise - distance to nearest receptor 280m Residents of Adleiade Street

-10 dB barrier attenuation (boundary of the pit)

-35 dB distance decay

Earthen Bund & Perimter Fence

-10 dB barrier attenuation

3

4

5

6 7

Roe Hwy

+ 2 dB to assessment level from influence from Roe Hwy [30,400

cars per day, 2008]

Crushing 97dB +5dB for pulsing

Crusher pit

Compound

3

North South

Perimeter Boundary Fence

Adelaide Street

New Access Road

Crusher

Noise Attenuation

Barrier

Noise Distance Decay = log 20 (distance (m) / 5)

250m

Noise Attenuation Barrier

Road Influence (Local)

Local Residents (Receptor) (Pathway)

Pit

-105dB - -10dB

2 1

= 47dB

9 45dB

Allowable Daily Background Noise Levels

8

= 48dB +3dB

1 2

3

4

3

5 9

6

7

8

Stirling Crescent

280m (rØ) Buffer Zone Crusher to Residential

450m (rØ) Buffer Zone to Residential to Stirling Crescent

450m (rØ) Buffer Zone to

+1dB to assessment level from influence from Stirling Cres [9,860 cars per day, 2005] 7

Crusher to Senstive receptor 2900m




T: (08) 9250 6960

F: (08) 92508269

www.environmentalservices.com.au

[email protected]

Vibrating feeder sorts and passes fine and coarse material to screen deck

Clean oversize material passes over top screen to end conveyor

Notes:

Mid-size material passing through top deck but too large to pass

through bottom screen passes to rear off-set conveyor

Fine material passing through bottom screen is conveyed

forward to front off-set conveyor

v1

Figure No: Rev:

8

Project No:

E2012-031

KW

Lot 20 Adelaide Street

Drawing Title:

SCREENING PLANT

Drawn by:

17/01/2014

Vibrating feeder overlays coarse

material over fines as it passes to

screen deck.

Size of product determined by size of

top and bottom screens.

Process flow descriptionMDW Environmental Services

Date:

Client:

WASTEROCK PTY LTD

Project:

Hazelmere Landfill

Location:

PERTH | PEEL

Bent Street Jetty

Vibrating feeder

Screen deck

Fines Middlings

Oversize


http://www.environmentalservices.com.au/


T: (08) 9250 6960

F: (08) 92508269


[email protected]

Notes:

❶ Noise at nearest receptor equal to noise measured 5 metres from source (87 dB)

❷ plus impulsiveness, modulation

and tonality (nil)

❸ Less barrier attenuation (-10 dB) and

❹ distance decay (-26 dB) as per BS5228-1

❺ Equivalent measured noise at receptor

47 dB LA10

❻ Assessment criteria for nearest houses

7 am to 7 pm Monday to Saturday Assigned level as per regulations (45 dB)

❼ plus influencing factor from roads add 2 dB due to proximity to Roe Hwy add 1 dB due to proximity to Stirling Cres

❽ No allowance made for noise from

trucks currently using Adelaide St❾ Calculated Assessment level 48 dB LA10

Cross sectional schematic

Noise distance decay as per: log 20 (distance [metres] /5) 0

Attenuation barrier Attenuation barrier m

-26 dB at closest distance (100 metres)

North Southv1

Figure No: Rev:

9Project No:

E2012 031

PERTH | PEEL


Date:

17/01/2014

Scale:

Lot 20 Adeliade Street, Hazelmere, Perth

Drawing Title:

NOISE ASSESSMENT -

Reclaimer

100Drawn by:

KW

Client:

WASTEROCK PTY LTD

Project:

Lot 20 Adeliade Street

Location:

Pit

RoadRoad

-10 dB +3 dB

Reclaimer

North

Bent Street Jetty

Access road

Compound

Earthen wall Bund

-10 dB barrier attenuation

add 1 dB to assessment level from influence from Stirling Cres

[9,860 cars per day, 2005] add 2 dB to assessment level from influence from Roe Hwy [30,400 cars per day, 2008]

Reclaimer

Reclaimer zone of operation distance to nearest receptor

100 metres

87 dB

-26 dB distance decay at closest setup distance of 100 metres


