appendix a figures and supporting documents
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Appendix A – Figures and Supporting Documents
T: (08) 9250 6960
F: (08) 92508269
www.environmentalserivces.com.au
info@environmentalservices.com.au
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
T: (08) 9250 6960
F: (08) 92508269
www.environmentalserivces.com.au
info@environmentalservices.com.au
Notes:
Site Location
Proposed Site Access
Scale Not Used
v1
Figure No: Rev:
2Project No:
E2012 - 031
PERTH | PEEL
MDW Environmental Services
Date:
7/01/2014
Scale:
Lot 20 Adelaide Street, Hazelmere
Drawing Title:
PROPOSED ACCESS ROAD
Drawn by:
MB
Client:
WASTEROCK PTY LTD
Project:
Hazelmere Landfill
Location:
North
Bent Street Jetty
MDWES - Figure Sheet (L) (v2) Jun2013
MDW Environmental Services Notes:
T: (08) 9250 6960
www.environmentalservice.com.auinfo@environmentalservices.com.au
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
Lot 20 Adelaide Street, Hazelmere
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
T: (08) 9250 6960
F: (08) 92508269
www.environmentalserivces.com.au
info@environmentalservices.com.au
Notes:
Location of :
Resource Reconvery & Remediation Facility
Soil Amendment & AssessmentFacility
Site Boundary
0
m
v1
Figure No: Rev:
4Project No:
E2012 - 031
PERTH | PEEL
MDW Environmental Services
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
MDWES - Figure Sheet (L) (v2) Jun2013
T: (08) 9250 6960
F: (08) 92508269
www.environmentalserivces.com.au
info@environmentalservices.com.au
Notes:
Proposed Location of Abstraction Boresand holding tanks (50,000L x2) for
groundwater's to be used as dustsuppression
0
m
PERTH | PEEL
MDW Environmental Services
Date:
10/09/2013
Scale:
Lot 20 Adelaide Street, Hazelmere
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
MDWES - Figure Sheet (L) (v2) Jun2013
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
info@environmentalservices.com.au
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
MDW Environmental Services
Date:
Client:
WASTEROCK
Project:
Wasterock
Location:
PERTH | PEEL
Bent Street Jetty
MDWES - Figure Sheet (L) (v2) Jun2013
T: (08) 9250 6960
F: (08) 92508269
www.environmentalserivces.com.au
info@environmentalservices.com.au
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
MDW Environmental Services
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
MDWES - Figure Sheet (L) (v2) Jun2013
T: (08) 9250 6960
F: (08) 92508269
www.environmentalservices.com.au
info@environmentalservices.com.au
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
MDWES - Figure Sheet (L) (v2) Jun2013
T: (08) 9250 6960
F: (08) 92508269
www.environmentalserivces.com.au
info@environmentalservices.com.au
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
MDW Environmental Services
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
MDWES - Figure Sheet (L) (v2) Jun2013
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