Environmental Management Plan...Solid Waste Depot - Pedretti Road, Picton East Environmental...

Solid Waste Depot - Pedretti Road, Picton East

Environmental Management Plan

Prepared for Hastie Waste by Strategen November 2017

intelligent outcomes J respected experience

strategen ENVIRONMENTAL


Environmental Management Plan

Strategen is a trading name of Strategen Environmental Consultants Pty Ltd Level 1, 50 Subiaco Square Road Subiaco WA 6008 ACN: 056 190 419 November 2017

Limitations Scope of services

This report (“the report”) has been prepared by Strategen Environmental Consultants Pty Ltd (Strategen) in accordance with the scope of services set out in the contract, or as otherwise agreed, between the Client and Strategen. In some circumstances, a range of factors such as time, budget, access and/or site disturbance constraints may have limited the scope of services. This report is strictly limited to the matters stated in it and is not to be read as extending, by implication, to any other matter in connection with the matters addressed in it.

Reliance on data

In preparing the report, Strategen has relied upon data and other information provided by the Client and other individuals and organisations, most of which are referred to in the report (“the data”). Except as otherwise expressly stated in the report, Strategen has not verified the accuracy or completeness of the data. To the extent that the statements, opinions, facts, information, conclusions and/or recommendations in the report (“conclusions”) are based in whole or part on the data, those conclusions are contingent upon the accuracy and completeness of the data. Strategen has also not attempted to determine whether any material matter has been omitted from the data. Strategen will not be liable in relation to incorrect conclusions should any data, information or condition be incorrect or have been concealed, withheld, misrepresented or otherwise not fully disclosed to Strategen. The making of any assumption does not imply that Strategen has made any enquiry to verify the correctness of that assumption. The report is based on conditions encountered and information received at the time of preparation of this report or the time that site investigations were carried out. Strategen disclaims responsibility for any changes that may have occurred after this time. This report and any legal issues arising from it are governed by and construed in accordance with the law of Western Australia as at the date of this report.

Environmental conclusions

Within the limitations imposed by the scope of services, the preparation of this report has been undertaken and performed in a professional manner, in accordance with generally accepted environmental consulting practices. No other warranty, whether express or implied, is made.

Client: Hastie Waste

Report Version Revision No. Purpose Strategen

author/reviewer Submitted to Client

Form DateDraft Report A For client review H Morgan / L Taylor PDF 15 Nov 2017Final Report 0 For submission

to DWERH Morgan / L Taylor PDF 27 Nov 2017

Filename: HWS17300.01 R001 Rev0 - 27 November 2017

Executive Summary

HWS17300.01 R001 Rev0

27-Nov-17 i

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Table of Contents

HWS17300.01 R001 Rev0 27-Nov-17

Table of contents

1. Introduction 1 1.1 Background 1 1.2 Purpose, aim and scope 1 1.3 Legislative requirements 1

2. Premises description 3 2.1 Overview 3 2.2 Location 3

2.2.1 Site description 3 2.2.2 Specified Ecosystems and sensitive land uses 3 2.2.3 Zoning 6

2.3 Infrastructure and equipment 6 2.4 Waste depot operations 7

3. Risk assessment and management controls 8 3.1 Risk framework 8 3.2 Risk assessment findings 8

4. Implementation framework 0 4.1 Monitoring 0 4.2 Reporting 0 4.3 Document review 0

5. References 1

List of tables Table 1: Construction phase emissions, environmental risks and management controls 9 Table 2: Operations phase emissions, environmental risks and management controls 11

List of figures Figure 1: Regional location of Picton East Waste Depot 2 Figure 2: Prescribed premises boundary of Picton East Waste Depot 4 Figure 3: Proximity to sensitive land uses and Specified Ecosystems 5 Figure 4: Zoning 6

List of appendices Appendix 1 Site plan Appendix 2 Asbestos Management Plan Appendix 3 Noise Emissions Assessment Appendix 4 Environmental risk criteria

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1. Introduction

1.1 Background

Hastie Waste propose to construct and operate a solid waste depot (the Premises) at Lot 509 Pedretti Road, Picton East (Figure 1). Activities at the Premises will involve sorting and recycling of construction and demolition waste. Waste material accepted at the Premises will predominantly consist of inert materials such as bricks, concrete, tiles, sand and gravel.

The Premises will have a design capacity of approximately 30,000 tonnes of waste per annum. Initial volumes of waste accepted at the facility are likely to be in the order of 10-20,000 tonnes per annum.

The Premises is a prescribed premises listed under Schedule 1 of the Environmental Protection Regulations 1987 (EP Regulations) (Category 62: Solid Waste Depot) and requires a Works Approval and Licence pursuant to Part V of the Environmental Protection Act 1986 (EP Act).

1.2 Purpose, aim and scope

The purpose of this Environmental Management Plan (EMP) is to outline the proposed activities at the Premises, the potential emissions, and the proposed environmental management controls to minimise emissions and manage associated environmental risks.

The aim of this EMP is to demonstrate an acceptable level of environmental management at the Premises to support approvals under Part V of the EP Act.

The scope of the EMP is as follows: 1. Premises description including location. 2. An overview of key infrastructure, equipment and operations. 3. Definition of emissions, environmental risks and management controls. 4. Implementation framework including monitoring, reporting and document review.

1.3 Legislative requirements

The environmental management controls outlined in this EMP have been prepared in accordance with all relevant legislative and guidance documents, including:

• Environmental Protection Regulations 1987

• Environmental Protection (Noise) Regulations 1997

• Environmental Protection (Controlled Waste) Regulations 2004

• Environmental Protection (Unauthorised Discharge) Regulations 2004 • Litter Act 1979

• Waste Avoidance and Resource Recovery Act 2007

• Landfill Waste Classification and Waste Definitions 1996

• Guide to Best Practice at Resource Recovery Centres (Sustainability Victoria 2009)

• Handbook for Design and Operation of Rural and Regional Transfer Stations (DEC NSW 2006)

• Guidelines for Managing Workplace Health & Safety within the Waste Management and Recycling Industries in WA (WMAA 2009).

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Figure 1: Regional location of Picton East Waste Depot

Legend

5km buffer

Lot 22 Pedretti Road, Picton East

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Willinge

Dr

Bunbury Outer RingRd

Bussell Hwy

Boyanup Picton

Forrest Hwy

South Western Hwy

Australind Roelands Link

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DARDANUP

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378000

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385000

6307

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Path: Q:\Consult\2017\HWS\HWS17300\01_GIS_documents\ArcMap_documents\HWS17300_G001_RevA.mxd

[email protected]

Scale at A4

Source: Nearmap: Aerial imagery 2017.

Note that positional errors may occur in some areas

0 700 1,400 2,100m

1:70,000

Coordinate System: GDA 1994 MGA Zone 50

Date: 6/11/2017

Author: JCrute

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2. Premises description

2.1 Overview

Hastie Waste propose to construct and operate the Premises for the purposes of sorting and recycling of construction and demolition waste. Waste material accepted at the Premises will be sourced from private waste collection companies and largely consists of waste materials from commercial and residential construction and demolition projects. Waste material will predominantly consist of inert materials such as bricks, concrete, tiles, sand and gravel.

The Premises will have a design capacity of approximately 30,000 tonnes of waste per annum. Initial volumes of waste accepted at the facility are likely to be in the order of 10-20,000 tonnes per annum. The Premises will operate between 7:00am to 7:00pm Monday to Saturday. Under normal operations, there is anticipated to be 10-20 truck movements per day. The maximum number of truck movements is not expected to exceed 30 truck movements per day.

2.2 Location

2.2.1 Site description

The Premises boundary comprises Lot 509 on Plan 59719, No. 22 Pedretti Road, Picton East (the Site, Figure 2). The Site comprises a cleared vacant lot within the Picton East Industrial Area and lies within the Shire of Dardanup.

The Site topography has been developed for industrial use, being relatively flat with a retaining wall on the eastern side. Runoff from the Site is expected to discharge to the north and west into Pedretti Road, which may drain into the adjacent Multiple Use wetland (C Class reserve 50516) and ultimately into the Ferguson River to the south-west.

Geology comprises Bassendean Sands overlying Guildford Formation. Geotechnical investigation at the Site (August 2017) indicated grey, white and yellow/orange sands to depths of up to 2.2 m below the surface. Groundwater was recorded at the Site at 1.25 to 1.45 metres below ground level (mbgl) (August 2017). Groundwater flow is expected to be to the north-west (Commander 1984).

2.2.2 Specified Ecosystems and sensitive land uses

Department of Water and Environmental Regulation (DWER) guidance on Environmental Siting (Department of Environment Regulation 2016) identified Specified Ecosystems as areas of high conservation value and special significance that may be impacted as a result of emissions or discharges from prescribed premises.

The following Specified Ecosystems have been identified within 2 km of the Premises (Figure 3):

• Multiple Use category wetland - adjacent/east and approximately 200-250 m west of the Premises

• Resource Enhancement category wetland - approximately 570 m north of Premises

• Conservation category wetland - approximately 1 km west of Premises

• Parks and Wildlife managed lands (C Class Timber Reserve 40552) are located approximately 1 km west of Premises

• Banksia Woodlands of the Swan Coastal Plain Threatened Ecological Community (TEC) may be present in the vicinity of the Premises, however clearing of vegetation is not required to facilitate construction.

Figure 3 also identifies the closest noise sensitive premises (residences). Most of the noise sensitive premises lie at least 200 m from the Site, consistent with Environmental Protection Authority (2005) guidance for separation distances between waste depots and sensitive land uses. The exception is Lot 39 Golding Crescent, which lies approximately 170 km to the south-east of the Site.

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Figure 2: Prescribed premises boundary of Picton East Waste Depot

Legend


Cadastre

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Golding C

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Mar

tinPe

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Pedretti Rd

Harris Rd

Hardisty Ct

Kerr Rd

Delmarco Dr

Warrego Rd

Col

eman

Tur

n

Nich

olson

Rd

Boyanup Picton

Ramsay

Loop

Andrew Foord Wy

Copplestone West Rd

Copplestone Rd

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umba

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ury

Out

er R

ing

Rd

381000

381000

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[email protected]

Scale at A4



0 100 200 300m

1:10,000


Date: 6/11/2017

Author: JCrute

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Figure 3: Proximity to sensitive land uses and Specified Ecosystems

Legend

@A Sensitive receptor

2km buffer


DWER managed land

Geomorphic wetland

Conservation

Multiple Use

Resource Enhancement

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@A

@A@A

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Jubilee Rd

GoldingC

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Bunbury Outer Ring Rd

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Boyanup Picton

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Forres

t Hwy

Moo

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Hardisty Ct

Gio

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Ker

rRd

Wil l

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Temple Rd

Hyn

es R

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Wass Dr

Nichols

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Harris Rd

Wim

bridg eRd

Hak

ea

Cl

Harol d

Doug las

Dr

Wetherly Dr

Quadrio Rd

Sand

Pit

Acc

ess

Vera Pl

Old

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Taverner Rd

VennRd

Copplestone

Rd

Sut

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South Western Hwy

Blaweary Cl

Col

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Busher Rd

Wallrodt Rd Resta Rd

Bell Rd

UFI 14325

UFI 1404

UFI1233

UFI 15989

UFI 1378

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UFI 1551

UFI1253

UFI1562

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UFI 1412UFI 1454

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UFI 1755

UFI 1406

UFI1397

UFI1243

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UFI 1242UFI 1399

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UFI1751

UFI 14329UFI 1245

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UFI 14162

UFI 1563

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UFI15990

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UFI 1394

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381000

381000

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[email protected]

Scale at A4



0 300 600 900m

1:30,000


Date: 6/11/2017

Author: JCrute

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2.2.3 Zoning

The Site and surrounding lands are zoned for Industrial use (Figure 4).

Figure 4: Zoning

Source: PlanWA online mapping tool, Department of Planning, Lands and Heritage

2.3 Infrastructure and equipment

The proposed Site Plan for the Premises is presented in Appendix 1.

Key infrastructure at the Premises will comprise:

• Storage Bunker (10.0 m x 39.6 m reinforced concrete floor, 3.0 m high concrete tilt walls)

• Sorting Shed (15.0 m x 33.0 m reinforced concrete floor, concrete tilt walls, 8.3m high colorbond roof, 3 no. 5.5 m x 5.5 m auto opening roller doors)

• Office (6.0 m x 6.9 m area, timber framed, concrete floor, 2.7 m high colourbond roof)

• 1.8 m high security fence and chainlink gates on north and west sides

• compacted aggregated pavement within Waste Depot yard (outside Storage Bunker and buildings)

• three (3) no. stormwater swales (capacities 35.0 m3, 10.0 m3, 25.0 m3) sized to capture and infiltrate the 1 hour, 1 in 1 year average return internal (ARI) storm event as per Shire of Dardanup requirements

• septic system and leach drain approved under the Health Act 1911.

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Key equipment at the Premises will comprise:

• Excavator with sorting grab (CAT 14C, CAT 320C or similar)

• Agri telehandler (JCB 531-70C or similar)

• Forklift (2.5 tonne Toyota 42-7FG25 or similar) • Cardboard baler within Sorting Shed.

2.4 Waste depot operations

Waste material accepted at the Premises will be unloaded and bulk sorted on a concrete Storage Bunker, using an excavator with a sorting grab. Further sorting of material will be undertaken in a purpose-built Sorting Shed using a forklift.

Sorted waste, including building rubble and sand, will be stored in the concrete Storage Bunker and collected for re-use or recycling off-site. Scrap metals will be collected by a metal recycler on an intermittent basis when a sufficient quantity is stockpiled. Minor quantities of other wastes such as plastic, paper, cardboard, putrescible waste, hazardous materials and asbestos containing materials may be present in loads of construction and demolition wastes accepted at the Premises. These wastes will be separated and temporarily stored in designated storage areas and removed from the Premises for recycling or disposal at an appropriate facility. A cardboard baler may be installed and operated within the Sorting Shed.

Putrescible waste will be stored in enclosed containers within the area labelled ‘Rubbish Collection’ on the proposed Site Plan (Appendix 1). Asbestos containing materials will be temporarily stored and managed in accordance with the Asbestos Management Plan prepared for the Waste Depot (Appendix 2).

Trucks will primarily enter and exit from the northern gate adjacent to the Storage Bunker. Light vehicles will enter and exit from the western gate adjacent to the office.

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3. Risk assessment and management controls

3.1 Risk framework

A risk assessment has been undertaken for the Premises based on the DWER risk assessment process for prescribed premises (Department of Environmental Regulation [DER] 2017). This involves the following:

(a) Establishing the context of the risk. (b) Identification of emissions. (c) Identification of risk events through source-pathway-receptor analysis. (d) Risk rating process by application of consequence and likelihood criteria. (e) Determination of risk rating. (f) Determination of regulatory controls.

In establishing the context of the risk, reference has been made to the DWER guidance on Environmental Siting (DER 2016) including Specified Ecosystems discussed and sensitive premises identified in Section 2.2.2 of this EMP.

Risk rating is based on consequence and likelihood criteria in DER (2017) as presented in Appendix 4, and incorporating proposed environmental management controls.

3.2 Risk assessment findings

Table 1 presents the construction phase emissions, risks and management controls.

Table 2 presents the operation phase emissions, risks and management controls.

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Table 1: Construction phase emissions, environmental risks and management controls

No. Source of emission or discharge

Emission of discharge type

Volume and frequency Pathway / receptor Potential impact Risk ranking (with

controls) Proposed controls

1 Construction activities

Noise Ongoing during construction period

• Residences identified in proximity to Premises

• Construction noise impacts to residences

Consequence: Slight Likelihood: Possible Risk rating: Low

• Construction work limited to 7:00am to 7:00pm Monday to Saturday.

• Construction work carried out in accordance with Section 4 of Australian Standard AS 2436-2010 Guide to noise and vibration control on construction, maintenance and demolition site.

• Construction equipment used will be the quietest reasonably available.

• Vehicles restricted to a maximum speed limit of 8 km per hour while on Site.

• Equipment and vehicles will not be left idling for extended periods when not in use.


Dust Ongoing during construction period

• Prevailing winds in summer are easterlies (9am) and westerlies/south-westerlies (3pm)

• Reduced local air quality


• Avoid dust generating activities during high wind periods. • Implement dust suppression through water spray if high dust

levels are observed or considered likely to occur. • Maintain adequate water supply on site for dust suppression

during construction period. • Vehicles restricted to a maximum speed limit of 8 km per hour

while at construction site.


Waste and hazardous materials

Minor quantities of waste and hazardous materials during construction period

• Sandy soils, groundwater at 1.25-1.45 mbgl

• Multiple use category wetlands downstream and downgradient (north-west) of Premises

• Contamination of soil, groundwater and stormwater

• Impacts to multiple use wetlands, Ferguson River


• All construction waste stored in designated containers for disposal at an appropriately licensed waste facility.

• Putrescible wastes stored in enclosed containers. • Construction site will be kept in a clean and tidy condition with

daily pick up of any litter. • Construction plant and equipment will be refuelled on site using

a mobile fuel tanker. • Construction plant and equipment will be maintained off site. • Spill kit maintained at construction site at all times and all spills

responded to immediately to prevent contamination of soil, groundwater or stormwater.

• Portable toilets used during construction period.

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Stormwater runoff

Rainfall events during construction period Sandy soils promote infiltration

• Multiple use category wetlands downstream of Premises

• Contamination of stormwater



• Temporary swales constructed at commencement of construction period prior to paving and erection of buildings and hardstand areas. Site graded to ensure that any stormwater runoff and sediment is directed into the swales during the construction period.

• Temporary swales cleaned out on a regular basis during construction, to remove construction debris and litter.

• Temporary swales rehabilitated and/or converted to permanent swales at completion of construction works.

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Table 2: Operations phase emissions, environmental risks and management controls





1 Mechanical equipment

Noise Ongoing during Premises operations


• Noise levels at nearest residences predicted to be within assigned noise levels (Herring Storer 2017, Appendix 3)

Consequence: Minor Likelihood: Unlikely Risk rating: Medium

• Premises operations limited to 7:00am to 7:00pm Monday to Saturday.

• Equipment will be maintained in accordance with manufacturer’s specifications.

• Manufacturer’s noise attenuation measures will be maintained on equipment throughout operation.

• Vehicles restricted to a maximum speed limit of 8 km per hour while at the Premises.

• Incoming waste deliveries will only be unloaded and sorted within Storage Bunker or Sorting Shed.

• Waste will be unloaded slowly from the lowest height that is practical.

• Equipment and vehicles will not be left idling for extended periods when not in use.

2 Waste stockpiles

Dust Intermittent during windy periods

• Prevailing winds in summer are easterlies (9am) and westerlies/south-westerlies (3pm)

• Dust deposition and nuisance at nearby properties

Consequence: Minor Likelihood: Unlikely Risk rating: Medium

• Vehicles restricted to a maximum speed limit of 8 km per hour while at the Premises.


• Waste will be unloaded slowly from the lowest height that is practical.

• Maximum height of waste stockpiles within Storage Bunker will be below bunker walls at all times.

• Floor of Storage Bunker and Sorting Shed will be cleaned of dust and sand on a weekly basis.

• Water spray system and hoses maintained at all times within Premises.

• Visual monitoring of dust levels and use of water spray system, hose and stockpile management as required to minimise fugitive dust emissions escaping Premises boundaries.

3 Putrescible waste

Odour Minor quantities of putrescible waste at the Premises (< 5% of waste volumes)


• Odour impacts at nearby residences and industrial premises


• Putrescible waste will be stored in enclosed containers and disposed off-site at an appropriately licensed facility.

• Putrescible waste will be collected weekly. • Putrescible waste containers will be cleaned fortnightly.

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4 Waste unloading

Waste spills Incidental • Sandy soils, groundwater at 1.25-1.45 mbgl






• No bulk liquid wastes will be accepted at the Premises. All incoming waste deliveries will be visually inspected and any deliveries containing significant quantities of liquid wastes (e.g. drums, IBCs, ponded water at the base of the bin) will be rejected.

• All spills during unloading or sorting will be responded to immediately to prevent spills running off the Storage Bunker or Sorting Shed floor.

• In the unlikely event of a spill running on to compacted aggregate of the Premises yard, remove contaminated aggregate material until no evidence of contamination remains and replace with clean material.

• Spill response equipment maintained and available at Premises at all times.

• Spill response training provided to Premises staff. • Hazardous materials / wastes collected during waste unloading

or spill response will be stored in enclosed containers on a bunded pallet and disposed off-site at an appropriately licensed facility.as soon as practicable.

• Emergency services will be contacted in event of major spill event.

5 Office amenities

Treated sewage effluent

Minor quantities (staff/visitors)






• Septic tank and leach drain system designed, constructed and approved in accordance with Health (Treatment of Sewage and Disposal of Effluent and Liquid Waste) Regulations 1974.

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6 Waste stockpiles

Stormwater runoff

Ongoing during Premises operations

• Multiple use category wetlands downstream of Premises

• Contamination of stormwater



• Accepted waste materials comprise construction and demolition wastes with minor quantities of other wastes.


• All stormwater generated at the Premises will discharge to stormwater drainage swales, designed to capture and infiltrate runoff from the 1 hour duration, 1 in 1 year average return interval (ARI) storm event. Stormwater drainage swales vegetated with drought resistant native species to facilitate pollutant attenuation.

7 Waste unloading

Asbestos Incidental contamination of waste deliveries (< 0.1% of waste volumes)

• Site personnel • Prevailing winds

in summer are easterlies (9am) and westerlies/south-westerlies (3pm)

• Health risk to site personnel and nearby properties

Consequence: Major Likelihood: Rare Risk rating: Medium

• Asbestos Management Plan (Appendix 2)

8 Hazardous materials storage

Accidental spills

Minor quantities of oil and chemicals stored in Sorting Shed






• Oils and chemicals will be stored in minor quantities in enclosed containers on a bunded pallet in the Sorting Shed.

• Spill response equipment maintained and available at Premises at all times.

• Spill response training provided to Premises staff.

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4. Implementation framework

4.1 Monitoring

Construction phase monitoring will be as follows: • ongoing visual monitoring of wind conditions and dust levels to guide dust suppression, if required

• daily inspection of construction site for litter and spills, including waste storage areas

• weekly inspection of temporary stormwater swales and following major rainfall events (> 20 mm in one day) to ensure they remain in good condition and free of excessive debris, litter or weeds.

Operations phase monitoring will be as follows: • ongoing visual monitoring of wind conditions and dust levels to guide dust suppression, if required

• visual inspection of all incoming waste deliveries for evidence of hazardous material (including asbestos containing materials) or liquid wastes

• visual monitoring of waste unloading to identify occurrence or potential for liquid waste or hazardous materials spills to guide emergency spill response, if required

• weekly inspection of Premises for litter, spills and evidence of any ground contamination, including all waste and hazardous materials storage areas

• quarterly inspection of spill kits and after each spill event to ensure kits remain fully stocked to support spill response as required

• monthly inspection of temporary stormwater swales between May and October and following major rainfall events (> 20 mm in one day) to ensure they remain in good condition and free of excessive debris, litter or weeds.

4.2 Reporting

Monitoring results will be reported internally and records will be maintained for internal and external compliance auditing purposes.

All spills of wastes or hazardous materials that leave the Premises will be reported to DWER as soon as possible and no later than 24 hours after the spill event occurs.

4.3 Document review

This EMP reflects the current knowledge of the Premises. In order to maintain relevance of the EMP, it may be subject to review as required. The EMP may also be reviewed in response to requests made by DWER.

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5. References Commander 1984, The Bunbury Shallow-Drilling Groundwater Investigation, Western Australian

Geological Survey Report 12, pp 32-52.

Department of Environmental Regulation (DER) 2016, Environmental Siting, Guidance Statement, November 2016.

Department of Environmental Regulation (DER) 2017, Risk Assessments, Guidance Statement, February 2017.

Environmental Protection Authority (EPA) 2005, Separation Distances between Industrial and Sensitive Land Uses, Guidance for the Assessment of Environmental Factors No. 3, June 2005.

Herring Storer Acoustics 2017, Noise Emissions Assessment, Proposed Solid Waste Depot, Lot 509 Pedretti Road, Picton East, November 2017.

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Appendix 1 Site plan

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LOT 509

PEDRETTI ROAD

PE

DR

ET

TI

RO

AD

(4303 sqm)

PROPOSED SORTING SHED(495.300 sqm)

FFL + 300 ABOVE ROAD LEVEL

40009000

PROPOSED STORAGE BUNKER

EXISTING LIMESTONE RETAINING WALL (max. 3 BLOCKS HIGH X 350mm) EXISTING CHAINLINK FENCE INSIDE

(AREA 397.779 sqm)

NEW HOTMIXCROSSOVER

SEPTIC SYSTEM TO HEALTH DEPARTMENTSAPPROVAL

VERGE LANDSCAPING

LA

ND

SC

AP

ING

CA

R P

AR

KIN

G

EMPTY WASTE BIN STORAGE

AREA TYPICALLY

45 000 B'DRY

35 013 B'DRY

97130 B

'DR

Y

826

43

B'D

RY

14000 B'D

RY

LANDSCAPING

WESTERN POWER

PADMOUNT

NE

W C

HA

INL

INK

FE

NC

E

NEW CHAINLINK FENCENEW CHAINLINK GATES

NE

W C

HA

INL

INK

FE

NC

E

NE

W C

HA

INL

INK

GA

TE

S

NE

W C

HA

INL

INK

FE

NC

E

ROLLERDOOR

ROLLERDOOR

COMPACTED CRUSHED CONCRETE AGGREGATE

SURFACE TYPICALLY

NEW

CHAIN

LINK FE

NC

E UNDERGROUNDPOWER DOME

STREET LIGHT POLE

FIRE HYDRANT

STREET STORMWATER SIDE ENTRY PITS

EXISTING CONCRETE STREET KERB

9000

STREETLIGHTPOLE

STREET STORMWATER SIDE ENTRY PIT


CONCRETE PATH

BOLLARDSAND FENCE

STREET DRAINAGE OUTFALL

EXISTING LOW LYING DRAINAGE/P.O.S. AREALOCKABLE GATE

BOLLARDS AND CONCRETE

TELSTRA

ROLLERDOOR

1695

0

1000

0

5 000 B'DRY

5 000 B'DRY

3 5

00

B'D

RY

1000

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Hibbertia stellaris (shrub)Scaevola albida (shrub)

2 TREE 10m high Agonis flexuosa

LANDSCAPING CALCSLOT AREA: 4303m²

VERGE LANDSCAPING: 367.460m²ON SITE LANDSCAPING: 277.344m²TOTAL PROVIDED: 644.804m²

PERCENTAGE: 14.98%

SITE AREA - 4303.00 m²BUILDING AREA - 544.773 m²BUNKER STORE - 397.779 m²HOTMIX SEAL - 0 m²

SITE AREA'S

TOTAL REQUIRED VOLUME OF ONSITE STORAGE AT 1.0m³ PER 65.0m² OF LOT 509 SITE AREA (4303 sqm) - 66.20 m³

TOTAL PROVIDED SWALE STORAGE - 70.00 m³

*NOTE:- ALL SWALE EMBANKMENT TO BE COMPLETED WITH CRUSHED CONCRETE AGGREGATE (75mm OR GREATER). - LANDSCAPING AREAS HAVE NOT BEEN CALCULATED TO INCLUDE THE 3 SWALE DRAIN BASES.- ON-SITE LANDSCAPING AREAS (277.344 m² ARE CONSIDERED TO BE IN ADDITION TO SWALE AREAS FOR STORMWATERCONTROL

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GRAND TOTAL 6 BAYS

ACTUAL BAYS PROVIDED 6 BAYS

CALCULATIONS BASED ON THE SHIRE OF DARDANUP (TPS 3) DEVELOPMENT CODE PROVISIONS

DEVELOPMENT USE: WASTE STORAGE- INDUSTRY - GENERAL/LIGHT

WAREHOUSE (STORAGE/DISPLAY ONLY) = 1 BAY PER 100m²*WITH A MINIMUM OF 5 BAYS PLUSOFFICES / ADMINISTRATION = 1 BAY PER 40m²

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ROOF & ACCESSORIES SELECTIONS:

ROOF, GUTTERS & FLASHINGS

ROOF SHEET: LYSAGHT CUSTOM ORB ROOF SHEETING @ 10° PITCH (0.42BMT) COLORBOND FINISH -

FASCIA: C25015, ZINCALUME MANUF. FINISH -

GUTTERS: "SHEERLINE" COLORBOND FINISH -

ROOF COLORBOND FINISH -FLASHINGS:

PARAPET COLORBOND FINISH -CAPPINGS:

ROOF VENT: "STRATCO" STRATFLO VENTRIDGECOLORBOND FINISH

DOWNPIPES & DP FIXINGS

150 DIAMETER PVC DOWNIPES TO BE PAINTED IN SAME COLOUR AS COLORBOND DOWNPIPE SELECTION.*ALL DOWNPIPES TO BE FIXED TO STAND-OFF CLIPS.

GENERAL NOTES:

BUILDER MUST CHECK AND CONFIRM EXISTING LEVELS ON SITE PRIOR TO COMMENCING ANY WORKS. REPORT ANY DISCREPANCIES TO THE SUPERINTENDENT AND SEEK INSTRUCTION PRIOR TO PROCEEDING.

BUILDER MUST VERIFY ALL DIMENSIONS ON SITE PRIOR TO THE COMMENCEMENT OF ANY WORK OR THE PRODUCTION OF ANY SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE SUPERINTENDENT AND SEEK INSTRUCTION PRIOR TO PROCEEDING.

ALL WORKMANSHIP AND MATERIALS TO BE IN ACCORDANCE WITH THE MOST CURRENT BUILDING REGULATIONS AND RELEVANT S.A.A CODES AND AUSTRALIAN STANDARDS INCLUDING AMENDMENTS.

THE AUTHORIZED REQUIREMENTS OF LOCAL AUTHORITIES AND OTHER STATUTORY AUTHORITIES ARE TO BE COMPLIED WITH.

BUILDER TO ALLOW FOR ALL FEES TO CHECK SHOP DRAWINGS.

DO NOT SCALE DRAWINGS.

THIS DESIGN IS COPYRIGHT AND SHALL NOT BE REPRODUCED WITH OUT THE WRITTEN PERMISSION OF VEENS DESIGN GROUP.

SHRUB - SEA HEATH (FRANKENIA PAUCIFLORA)

SHRUB - AUSTRALIAN BLUEBELL (BILLARDIERA FUSIFORMIS)

SHRUB - PAYNES FIND (THRYPTOMENE)

LARGE SHRUB - LESSER BOTTLEBRUSH (CALLISTEMON PHOENICEOUS)

GROUND COVERS CONSISTING OF - NATIVE WISTERIA (HARDENBERGIA COMPTONIANAL) - GREEN CARPET (GREVILLEA CRITHMIFOLIA)

*NOTE:• MULCH - 'NATURES MIX' BLEND OF COMPOST AND MARRI

CHIPS • RETICULATION INSTALLED TO ALL PLANTED AREAS

LANDSCAPING LEGEND

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Date

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ON A1 SHEET

Sheet Number Current Revision

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As indicated

PROPOSED WASTE STORAGEDEVELOPMENT ON LOT 509 PEDRETTIROAD, PICTON EAST FOR YOOKSON P/L

PROPOSED SITE PLAN

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JULY 2017

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HWS17300.01 R001 Rev0

27-Nov-17 1

Appendix 2 Asbestos Management Plan

t'strategen

Safe Work Procedure

5.5 ACCEPTANCE, DISPOSAL AND HANDLING OF ASBESTOS WASTE PURPOSE OF PROCEDURE To ensure that asbestos waste (asbestos or material containing asbestos), is accepted, handled and disposed of in a manner that protects employees, the public and the environment from harm.

SCOPE: This procedure applies to Hastie Waste (HW) staff handling any type of asbestos waste, and to anyone transporting or disposing of asbestos waste at any waste management facility run by Hastie Waste. Hastie Waste will only dispose of asbestos waste at a suitably licensed waste facility.

PERSONAL PROTECTIVE EQUIPMENT ● Steel Toecap Boots ● Long Pants (recommended); Long Sleeved Shirt (recommended) ● P2 Disposable Respirator (mask) ● Disposable Overalls

TRAINING OR QUALIFICATION: Hastie Waste Induction

ASBESTOS AT PICTON EAST SOLID WASTE DEPOT 1. Asbestos waste is not accepted at Picton East Solid Waste Depot. 2. Signage and information

a. Picton East Solid Waste Depot shall have signage stating “No Asbestos will be accepted at this depot”.

b. Concealment of asbestos will result in rejection of future deliveries. c. All customers shall be informed that waste contaminated with asbestos will not be

accepted at the depot. Information will be provided on alternative facilities that accept asbestos

3. Waste Deliveries a. All waste transporters must declare that their load does not contain asbestos in order to

gain entry to the Depot. b. All covers to waste loads must be removed to allow visual inspection of loads prior to

acceptance and unloading/sorting. c. Should inspection of loads indicate potential presence of asbestos, the delivery shall be

rejected and the transporter referred to a facility licensed to accept asbestos. d. Records shall be kept of all rejected deliveries including date, transporter, source and

vehicle registration. e. All accepted loads will be classified as high or low risk as per DEC (2012) guidelines for

managing asbestos at waste recycling facilities. 4. Waste Unloading and Sorting

a. Deliveries shall be unloaded at the high risk or low risk area at the Waste Storage Bunker.

b. All loads shall be visual inspected by Depot staff while unloaded. Any loads found to contain suspected asbestos materials (fibrous, fines or contaminated material) shall be immediately classified as high risk and unloaded appropriately.

c. All high risk classified loads shall be unloaded with Bunker water spray operating. All high risk loads will be unloaded at a depth of less than 30 cm to enable detailed visual inspection.

d. Any suspected asbestos material identified in loads will either be immediately re-loaded and handed back to the transporter or isolated, wetted and managed in accordance with relevant regulations.

5. Asbestos Handling and Disposal

5.5 v5; Updated 08/05/17 Page 1 of 2

H j STIE W,,STE

a. Any suspected asbestos materials removed during waste sorting shall be isolated, wetted and disposed of as follows.

b. Appropriate PPE shall be worn. c. Asbestos shall be immediately wrapped in double layer durable plastic sheeting or bags,

sealed with durable ties or tape, of a manageable size and weight for manual handling. d. Wrapped asbestos materials shall be labelled with appropriate warning signs and stored

in the 'Rubbish Collection Area'. e. Contaminated/disposable PPE and equipment shall be double wrapped in durable plastic

bags, sealed with ties and appropriately labelled with warning signs. f. Wrapped asbestos materials and contaminated/disposable PEE and equipment shall be

collected from the Depot within 24 hours of wrapping, and disposed off-site of at a licensed waste facility.

6. Records of Asbestos a. All deliveries found to have contained asbestos post-acceptance shall be recorded

including date, quantity, transporter, source, registration number. b. Associated customers shall be notified of the asbestos in their delivery and warned to

ensure that future deliveries at to be asbestos free. c. Repeat delivery (more than twice) of asbestos materials to the Depot shall result in

customers being excluded from the Depot.

REFERENCES

● Occupational Safety & Health Act 1984 (WA) ; OSH Regulations 1996 (WA) ● Environmental Protection Act 1986 (WA); Environmental Protection (Controlled Waste)

Regulations 2004 (WA); Environmental Protection (Rural Landfill) Regulations 2002 (WA) ● DEC Guidelines for managing asbestos at construction and demolition waste recycling facilities

2012 ● Code of Practice for the Safe Removal of Asbestos 2nd Edition [NOHSC: 2002 (2005)] ● Code of Practice: Management & Control of Asbestos in Workplaces [NOHSC: 2018 (2005)] ● Kangaroo Island Council Procedure for handling, disposal and transport of asbestos waste ● Dept of Environment & Conservation Info Sheet “Disposal of Material Containing Asbestsos” ● www.commerce.wa.gov.au/worksafe/Content/Safety_Topics/Asbestos/index.htm

5.5 v5; Updated 08/05/17 Page 2 of 2

http://www.commerce.wa.gov.au/worksafe/Content/Safety_Topics/Asbestos/index.htm


HWS17300.01 R001 Rev0

27-Nov-17 1

Appendix 3 Noise Emissions Assessment

t'strategen

Rochdale Holdings Pty Ltd A.B.N. 85 009 049 067 trading as: HERRING STORER ACOUSTICS P.O. Box 219, Como, W.A. 6952 (08) 9367 6200 [email protected]

PROPOSED SOLID WASTE DEPOT

LOT 509 PEDRETTI ROAD, PICTON EAST

NOISE EMISSIONS ASSESSMENT

NOVEMBER 2017

OUR REFERENCE: 22492‐2‐17250

,,1111 HERRING STORER ACOUSTICS

aa QC

Herring Storer Acoustics

DOCUMENT CONTROL PAGE

NOISE EMISSIONS ASSESSMENT LOT 509 PEDRETTI ROAD, PICTON EAST

Job No: 17250

Document Reference: 22492‐2‐17250

FOR

YOOKSON Pty Ltd

DOCUMENT INFORMATION

Author: Tim Reynolds Checked By: George Watts

Date of Issue : 9 November 2017

REVISION HISTORY

Revision Description Date Author Checked

1 Revised for comments 13/11/17 TR GW

DOCUMENT DISTRIBUTION

Copy No. Version No. Destination Hard Copy Electronic Copy

1 1 STRATEGEN Attn : Heath Morgan ([email protected])

1 2 STRATEGEN Attn : Heath Morgan ([email protected])

Herring Storer Acoustics

CONTENTS

1.0 INTRODUCTION 1

2.0 SUMMARY 1

3.0 CRITERIA 1

4.0 PROPOSED FACILITY 5

5.0 MONITORING 6

6.0 MODELLING 6

7.0 RESULTS 7

8.0 ASSESSMENT 7

9.0 CONCLUSION 8

APPENDICIES A Site Layout B Noise Monitoring

Herring Storer Acoustics Our ref: 22492‐2‐17250 1

1.0 INTRODUCTION

Herring Storer Acoustics has been commissioned to assess noise emissions from the proposed development of a solid waste depot (the Facility) to be located at Lot 509 Pedretti Road, Picton East. The purpose of this assessment was to assess noise emissions from this new facility for compliance in accordance with the Environmental Protection (Noise) Regulations 1997. This assessment therefore concentrates on compliance with the Regulations at noise sensitive premises (residences) in the vicinity of the Facility. The proposed Facility site is located within the East Picton Industrial Area. The proposed Facility site and surrounding lands are zoned industrial under the Regional Planning Scheme, however it is understood that a number of residences are located in the vicinity of the Facility site. For information, a site plan is attached in appendix A.

2.0 SUMMARY The Facility would only operate during the day period, with the operating hours being Monday to Saturday 0700 to 1900 hours (excluding Public Holidays). At the nearest noise sensitive premises (Lot 39 Golding Crescent), the noise level received from the Facility has been determined to be an LA10 of 51 dB(A), which when the +5 dB(A) penalty for tonality is applied, results in an assessable LA10 noise level of 56 dB(A). This can be compared to the allowable day period noise level of 58 dB(A). For the other residences to the west, the LA10 noise received from the Facility has been determined to be between 33 and 50 dB(A), which even after a +5 dB(A) penalty for tonality is applied, would be deemed to comply with the assigned LA10 noise levels at these residences. Additionally, there is a caretakers residence located on Lot 200 Pedretti Road and at this residence the assessable noise level is 53 dB(A), compared to an assigned LA10 noise level of 65 dB(A). With the inclusion of the intermittent noise levels associated with truck movements at the Facility, the LA1 noise level has been assessed (i.e. including the +5 dB(A) penalty for a tonal component) at between 38 and 58 dB(A). These levels would also be deemed to comply with the assigned noise levels under the Regulations. Based on the assessment, noise level emissions attributable to the operations at the proposed solid waste depot located at Lot 509 Pedretti Road, Picton East, have been determined to comply with the Environmental Protection (Noise) Regulations 1997 at the nearest residential premises, for the proposed times of operation.

3.0 CRITERIA The allowable noise level for noise sensitive premises in the vicinity of the proposed Facility site is prescribed by the Environmental Protection (Noise) Regulations 1997. Regulations 7 and 8 stipulate maximum allowable external noise levels or assigned noise levels that can be received at a premises from another premises. For residential premises, this noise level is determined by the calculation of an influencing factor, which is then added to the base levels shown below. The influencing factor is calculated for the usage of land within two circles, having radii of 100m and 450m from the premises of concern. For industrial premises, the assigned noise levels are fixed. The base noise levels for residential premises and the assigned noise levels for industrial premises are listed in Table 3.1.


TABLE 3.1 ‐ BASELINE ASSIGNED OUTDOOR NOISE LEVEL Premises Receiving

Noise Time of Day

Assigned Level (dB)

LA10 LA1 LAmax

Noise sensitive premises : highly sensitive area

0700 ‐ 1900 hours Monday to Saturday 45 + IF 55 + IF 65 + IF

0900 ‐ 1900 hours Sunday and Public Holidays 40 + IF 50 + IF 65 + IF

1900 ‐ 2200 hours all days 40 + IF 50 + IF 55 + IF

2200 hours on any day to 0700 hours Monday to Saturday and 0900 hours Sunday and Public Holidays

35 + IF 45 + IF 55 + IF

Industrial Pemises All times 65 80 90

Note: LA10 is the noise level exceeded for 10% of the time. LA1 is the noise level exceeded for 1% of the time. LAmax is the maximum noise level. IF is the influencing factor.

It is a requirement that received noise be free of annoying characteristics (tonality, modulation and impulsiveness), defined below as per Regulation 9.

“impulsiveness” means a variation in the emission of a noise where the difference

between LApeak and LAmaxSlow is more than 15 dB when determined for a single representative event;

“modulation” means a variation in the emission of noise that –

(a) is more than 3 dB LA Fast or is more than 3 dB LA Fast in any

one‐third octave band; (b) is present for more at least 10% of the representative

assessment period; and (c) is regular, cyclic and audible;

“tonality” means the presence in the noise emission of tonal characteristics

where the difference between –

(a) the A‐weighted sound pressure level in any one‐third octave band; and

(b) the arithmetic average of the A‐weighted sound pressure levels in the 2 adjacent one‐third octave bands,

is greater than 3dB when the sound pressure levels are determined as LAeq,T levels where the time period T is greater than 10% of the representative assessment period, or greater than 8dB at any time when the sound pressure levels are determined as LA Slow levels.

Where the noise emission is not music, if the above characteristics exist and cannot be practicably removed, then any measured level is adjusted according to Table 3.2 below.

TABLE 3.2 ‐ ADJUSTMENTS TO MEASURED LEVELS

Where tonality is present Where modulation is present Where impulsiveness is present

+5 dB(A) +5 dB(A) +10 dB(A) Note: These adjustments are cumulative to a maximum of 15 dB.


The closest noise sensitive premises (residences) to the proposed Facility have been identified as follows:

Residence A ‐ To the north west (Lot 9001 Harris Road, Picton East) Residence B ‐ To the west (Lot 5 Boyanup – Picton Road, Picton East); Residence C ‐ To the south west (Lot 603 Boyanup – Picton Road, Picton East); and Residence D ‐ To the south east (Lot 39 Golding Crescent, Picton East).

We note that there is also a caretakers residence associated with an industrial premises that should be considered. This residence is located within Lot 200 Pedretti Road, Picton East. This has been denoted as Caretakers residence E of Figure 3.1 below.

For information, an aerial photograph of the area is shown below as Figure 3.1.

FIGURE 3.1 – AREA AROUND PROPOSED FACILITY

The proposed Facility site and surrounding lands, including all identified noise sensitive premises, are zoned industrial as presented in Figure 3.2.


FIGURE 3.2 – REGIONAL PLANNING SCHEME

Based on the zoning shown in Figure 3.2, the influencing factor (IF) has been calculated for the residences closest to the proposed Facility site and the determination of the influencing factors are summarised in Table 3.3.

TABLE 3.3 – INFLUENCING FACTORS

Influencing Factor Parameter Influencing Factor (dB)

Residence A North West

Residence B West

Residence C South West

Residence D South East

Major Road within inner circle ‐ ‐ ‐ ‐

Major Road within outer circle ‐ ‐ ‐ ‐

Secondary Road within inner circle ‐ ‐ ‐ ‐

Industrial Premises within the inner circle +9.4 (94%) +3.3 (33%) +6.8 (68%) +7.5 (75%)

Industrial Premises within the outer circle +6.8 (68%) +7.3 (73%) +4.8 (48%) +5.8 (58%)

TOTAL IF +16.2 (round down to +16)

+10.6 (Round down to +10)



Notes :

1 The caretakers residence has the same assigned noise level, as for the zoning of the land for which

the residence is built. In this case, that zoning being industrial. Thus, the assigned would be as listed in Table 3.4.


Based on the above influencing factor, the assigned outdoor noise levels for the closest neighbouring residences for the day period are listed in Table 3.4.

Table 3.4 ‐ Assigned Outdoor Noise Level

Premises Receiving Noise Time of Day Assigned Level (dB)

LA 10 LA 1 LA max

Residence A – Lot 9001

0700 ‐ 1900 hours Monday to Saturday (Day)

61 71 81

Residence B – Lot 5 55 65 75

Residence C – Lot 603 56 66 76

Residence D – Lot 39 58 68 78

Caretaker Residence E At All Hours 65 80 90

4.0 PROPOSED FACILITY

From information provided, it is understood that the proposed Facility will operate during the day period, being between 0700 and 1900 hours Monday to Saturday. We also understand that the Facility would not operate on Sundays or Public holidays. The Facility includes the following infrastructure:

‐ 3m high Storage Bunker with concrete floor and high tilt‐up walls. ‐ 8.3m high Sorting Shed with colorbond roof, concrete tilt walls and auto opening

roller doors. Waste deliveries will use the northern gate adjacent to the Storage Bunker. Locations of the infrastructure and access are shown on the site plan in Appendix A. From information provided, there will be three mobile plant operating outdoors at the site, as follows:

- Sorting machine ‐ CAT 314C tracked excavator. - JCB 531‐70C Materials Handler. - Forklift.

The tracked excavator will operate on the eastern side of the site adjacent and within the storage bunkers. Whereas, the Materials Handler will generally work in front of the shed and storage bins. The forklift will work within the Sorting Shed and also outside in the same general area as the Materials Handler. No fixed plant, screening or crushing is proposed at the Facility. The Facility will accept construction and demolition waste, sorting these for transport off‐site to other facilities for crushing, screening, recycling or disposal.


5.0 MONITORING

As per the DER Draft Guidelines on Environmental Noise for Prescribed Premises (released in May 2016), continuous noise monitoring has been conducted to establish the ambient noise levels. Monitoring was undertaken between Tuesday 24th October and Tuesday 31st October 2017. A noise monitor was located to the west of the site, with the locations identified in Figure 5.1. Noise monitoring results are shown graphically in Appendix B. The ambient noise levels were as expected and do not amend the acoustic assessment.

FIGURE 5.1 – LOGGER LOCATION

6.0 MODELLING Modelling was undertaken using the computer programme SoundPlan to predict noise levels received at the closest noise sensitive premises due to noise emissions from the Facility. Sound power levels used for the calculations are based on file data and manufacturer supplied noise levels. The modelling of noise levels has been based on the sound power levels shown in Table 5.1 for the main items of plant.

TABLE 5.1 – SOUND POWER LEVEL ‐ NOISE SOURCES dB(A) Item of Equipment Sound Power Level, (dB(A))

Excavator 98 Materials Handler 98 Forklift 84 Truck 97

Based on the small nature of the Facility, noise modelling was undertaken with the Excavator, Materials Handler and Forklift operating at the same time. Noise emissions from the equipment of site would operate for more than 10% of the time and hence, noise emissions from this scenario needs to comply with the assigned day period LA10 noise level. An additional scenario was run to assess noise against the LA1 criteria, when a truck would be on site either delivering or collecting waste.

!Logger Location


Based on the above, noise modelling was undertaken for the following scenarios : LA10 ‐ All equipment on site operating. LA1 ‐ All equipment on site operating, with truck on site.

The weather conditions used for the modelling, as listed below in Table 5.2, were the standard weather conditions, as preferred by the Department of Environmental Regulations.

TABLE 5.2 – WEATHER CONDITIONS

Condition Day Night

Temperature 20°C 15°C

Relative humidity 50% 50%

Pasquill Stability Class E F

Wind speed 4 m/s* 3 m/s*

* From sources, towards receivers. The local topography (obtained from Google Earth) and the site infrastructure (Storage Bunker and Sorting Shed) were incorporated into the model.

7.0 RESULTS Based on the SoundPlan noise modelling, the noise received at the closest noise sensitive premises are shown summarised in Table 6.1.

TABLE 6.1 – CALCULATED NOISE LEVEL

Receiver Location / Name LA10 Noise Level

Scenario 1 ‐ Equipment LA01 Noise Level

Scenario 2 – Truck Movement

Residence A – Lot 9001 41 42

Residence B – Lot 5 32 33

Residence C – Lot 603 49 51

Residence D – Lot 39 50 53

Caretaker Residence E 48 50

8.0 ASSESSMENT Based on the calculated noise levels, compared to the background noise levels, it was determined that noise emissions from the Facility, with the exception of Residence B (Lot 5), when received at the closest noise sensitive premises would be tonal. Therefore, the +5 dB(A) penalty for tonal characteristics has been applied to the noise received at the noise sensitive premises, including to be conservative, Residence B (Lot 5). Table 7.1 summarises the applicable adjustments, and the resulting assessable noise level.


TABLE 7.1 – APPLICABLE ADJUSTMENTS AND ASSESSABLE LEVEL OF NOISE EMISSIONS, dB(A)

Noise Measurement Location

Noise Level Parameter

Calculated Noise Level

Applicable Adjustments to Measured Noise Levels, Characteristics

Assessable Noise Level Where Noise Emission is NOT music

Tonality Modulation Impulsiveness

Residence A – Lot 9001 LA10 41 +5 ‐ ‐ 46

LA1 42 +5 ‐ ‐ 47

Residence B – Lot 5 LA10 32 +5 ‐ ‐ 37

LA1 33 +5 ‐ ‐ 38

Residence C – Lot 603 LA10 49 +5 ‐ ‐ 54

LA1 51 +5 ‐ ‐ 56

Residence D – Lot 39 LA10 50 +5 ‐ ‐ 55

LA1 53 +5 ‐ ‐ 58

Caretaker Residence E – Lot 200

LA10 48 +5 ‐ ‐ 53

LA1 50 +5 ‐ ‐ 55

Table 7.2 summarises the applicable Assigned Noise Levels and assessable noise level emissions for the worst case noise condition.

TABLE 7.2 – ASSESSMENT OF NOISE LEVEL EMISSIONS Noise Measurement Location

Scenario Noise Level

Parameter

Assessable Noise Level,

dB(A)

Applicable Times of Day

Applicable Assigned Noise

Level (dB)

Exceedance to Assigned Noise

Level (dB)

Residence A – Lot 9001

1 (Plant only) LA10 46 Day (LA10) 61 Complies

2 (Plant with trucks) LA1 47 Day (LA1) 71 Complies

Residence B – Lot 5



Residence C – Lot 603



Residence D – Lot 39



Caretaker Residence E – Lot 200

1 (Plant only) LA10 53 (LA10) 65 Complies

2 (Plant with trucks) LA1 55 (LA1) 80 Complies

9.0 CONCLUSION

Based on the assessment, noise level emissions attributable to the operations at the proposed Facility located at Lot 509 Pedretti Road, Picton East, have been determined to comply with the Environmental Protection (Noise) Regulations 1997, for the proposed times of operation.

APPENDIX A

SITE LAYOUT

LOT 509

PEDRETTI ROAD

PE

DR

ET

TI

RO

AD

(4303 sqm)

PROPOSED SORTING SHED(495.300 sqm)

FFL + 300 ABOVE ROAD LEVEL

40009000

PROPOSED STORAGE BUNKER

EXISTING LIMESTONE RETAINING WALL (max. 3 BLOCKS HIGH X 350mm) EXISTING CHAINLINK FENCE INSIDE

(AREA 397.779 sqm)

NEW HOTMIXCROSSOVER

SEPTIC SYSTEM TO HEALTH DEPARTMENTSAPPROVAL

VERGE LANDSCAPING

LA

ND

SC

AP

ING

CA

R P

AR

KIN

G

EMPTY WASTE BIN STORAGE

AREA TYPICALLY

45 000 B'DRY

35 013 B'DRY

97130 B

'DR

Y

826

43

B'D

RY

14000 B'D

RY

LANDSCAPING

WESTERN POWER

PADMOUNT

NE

W C

HA

INL

INK

FE

NC

E

NEW CHAINLINK FENCENEW CHAINLINK GATES

NE

W C

HA

INL

INK

FE

NC

E

NE

W C

HA

INL

INK

GA

TE

S

NE

W C

HA

INL

INK

FE

NC

E

ROLLERDOOR

ROLLERDOOR


SURFACE TYPICALLY

NEW

CHAIN

LINK FE

NC

E UNDERGROUNDPOWER DOME

STREET LIGHT POLE

FIRE HYDRANT

STREET STORMWATER SIDE ENTRY PITS

EXISTING CONCRETE STREET KERB

9000

STREETLIGHTPOLE



CONCRETE PATH

BOLLARDSAND FENCE

STREET DRAINAGE OUTFALL

EXISTING LOW LYING DRAINAGE/P.O.S. AREALOCKABLE GATE

BOLLARDS AND CONCRETE

TELSTRA

ROLLERDOOR

1695

0

1000

0

5 000 B'DRY

5 000 B'DRY

3 5

00

B'D

RY

1000

B'D

RY

39600100

129

750

1000

0

330

1305

0

PEGPEG

PEG

CONCRETE

PROPOSED OFFICE/V'DAH(49.473 sqm)

FFL + 300 ABOVE ROAD

LEVEL

6900

5033

020

3000 HIGH CONCRETE TILT WALLS

30

00

HIG

H

CO

NC

RE

TE

TIL

T W

AL

LS

30

00

HIG

H

CO

NC

RE

TE

TIL

T W

AL

LS1 N/A N/A

3 LARGE SHRUB 2.5m high

dianella revoluta

LANDSCAPING SCHEDULE

4 INTERMEDIATE SWALE PLANTING ZONE 30-70cm high

Hibbertia stellaris (shrub)Scaevola albida (shrub)

2 TREE 10m high Agonis flexuosa

LANDSCAPING CALCSLOT AREA: 4303m²

VERGE LANDSCAPING: 367.460m²ON SITE LANDSCAPING: 277.344m²TOTAL PROVIDED: 644.804m²

PERCENTAGE: 14.98%

SITE AREA - 4303.00 m²BUILDING AREA - 544.773 m²BUNKER STORE - 397.779 m²HOTMIX SEAL - 0 m²

SITE AREA'S

TOTAL REQUIRED VOLUME OF ONSITE STORAGE AT 1.0m³ PER 65.0m² OF LOT 509 SITE AREA (4303 sqm) - 66.20 m³

TOTAL PROVIDED SWALE STORAGE - 70.00 m³

*NOTE:- ALL SWALE EMBANKMENT TO BE COMPLETED WITH CRUSHED CONCRETE AGGREGATE (75mm OR GREATER). - LANDSCAPING AREAS HAVE NOT BEEN CALCULATED TO INCLUDE THE 3 SWALE DRAIN BASES.- ON-SITE LANDSCAPING AREAS (277.344 m² ARE CONSIDERED TO BE IN ADDITION TO SWALE AREAS FOR STORMWATERCONTROL

STORMWATER

SWALE 1(35.000 m3)

2

A001

3

A001

1515

ST

OR

MW

AT

ER

SW

AL

E 2

(10

.00

m3

)

NE

W H

OT

MIX

CR

OS

SO

VE

R

LA

ND

SC

AP

ING

PA

TH

4

A001

gra

de

flo

or

100

to

fall

6000 8170 830

15000

23808


SURFACE TYPICALLY


SURFACE TYPICALLY

LANDSCAPING

300mm WIDE GALVINS STORM WATER GRATE WITH TRAFFICABLE LID OR SIMILAR APPROVED, 150 DIAMETERPVC PIPE TO CONNECT TO SWALE 3

30

0m

m W

IDE

GA

LV

INS

ST

OR

M W

AT

ER

G

RA

TE

WIT

H T

RA

FF

ICA

BLE

LID

OR

S

IMIL

AR

AP

PR

OV

ED

, 15

0 D

IAM

ET

ER

PV

C P

IPE

TO

CO

NN

EC

T T

O S

WA

LE

2

SO

RT

ING

SH

ED

OF

FIC

EO

FF

ICE

SE

TB

AC

K

SO

RT

ING

SH

ED

SE

TB

AC

K

gra

de

flo

or

100

to

fall

1

2

3

8100

SORTING SHED SETBACK

5000

SORTING SHED SETBACK AT CORNER PEG MARKEDTHUS

PARKING CALCULATION

USE NLA BAYS REQ'D

INDUSTRY- GENERAL/LIGHT 480.984m² NLA 4.809OFFICES / ADMINISTRATION 32.861m² NLA 0.821TOTAL 5.629

GRAND TOTAL 6 BAYS

ACTUAL BAYS PROVIDED 6 BAYS

CALCULATIONS BASED ON THE SHIRE OF DARDANUP (TPS 3) DEVELOPMENT CODE PROVISIONS

DEVELOPMENT USE: WASTE STORAGE- INDUSTRY - GENERAL/LIGHT

WAREHOUSE (STORAGE/DISPLAY ONLY) = 1 BAY PER 100m²*WITH A MINIMUM OF 5 BAYS PLUSOFFICES / ADMINISTRATION = 1 BAY PER 40m²

CAR BAY

4

SWALE 3 STORMWATER OVERFLOW RELIEF BUBBLE PIT OUTLET TO STREET PITS TO ENG'S DETAILS AND COUNCIL APPROVAL

SW

AL

E 2

ST

OR

MW

AT

ER

OV

ER

FLO

W R

EL

IEF

B

UB

BL

E P

IT O

UT

LE

T T

O S

TR

EE

T P

ITS

TO

EN

G'S

D

ET

AIL

S A

ND

CO

UN

CIL

AP

PR

OV

AL

EX

IST

ING

CO

NC

RE

TE

ST

RE

ET

KE

RB

NOTE - PROPOSED PROJECT SHALL

BE SET OUT PARALLEL TO FRONT

35 013 BOUNDARY


SURFACE TYPICALLY

STEEL BOLLARDS

PATH

1695

0

SO

RT

ING

SH

ED

SE

TB

AC

K

9000

3747

2008

0

1895

1800

30

00

WID

E V

ER

GE

L

AN

DS

CA

PIN

G

REAR F.L. +200 ABOVE ROAD LEVEL

1500

3000

3000 WIDE VERGE LANDSCAPING

570 5400

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL

FA

LL

FA

LL

FALL

FALL

1850

0

3000

CAR BAY

5

FALL

CAR BAY

6

2700

FA

LL

FALL

2500

1000

13000 3000

STORMWATER SWALE 2 (25.00 m3)

2000

0

1500

CO

MP

AC

TE

D C

RU

SH

ED

C

ON

CR

ET

E A

GG

RE

GA

TE

S

UR

FA

CE

TY

PIC

ALL

YC

OM

PA

CT

ED

CR

US

HE

D

CO

NC

RE

TE

AG

GR

EG

AT

E

SU

RF

AC

E T

YP

ICA

LL

Y

ROOF & ACCESSORIES SELECTIONS:

ROOF, GUTTERS & FLASHINGS

ROOF SHEET: LYSAGHT CUSTOM ORB ROOF SHEETING @ 10° PITCH (0.42BMT) COLORBOND FINISH -

FASCIA: C25015, ZINCALUME MANUF. FINISH -

GUTTERS: "SHEERLINE" COLORBOND FINISH -

ROOF COLORBOND FINISH -FLASHINGS:

PARAPET COLORBOND FINISH -CAPPINGS:

ROOF VENT: "STRATCO" STRATFLO VENTRIDGECOLORBOND FINISH

DOWNPIPES & DP FIXINGS

150 DIAMETER PVC DOWNIPES TO BE PAINTED IN SAME COLOUR AS COLORBOND DOWNPIPE SELECTION.*ALL DOWNPIPES TO BE FIXED TO STAND-OFF CLIPS.

GENERAL NOTES:

BUILDER MUST CHECK AND CONFIRM EXISTING LEVELS ON SITE PRIOR TO COMMENCING ANY WORKS. REPORT ANY DISCREPANCIES TO THE SUPERINTENDENT AND SEEK INSTRUCTION PRIOR TO PROCEEDING.

BUILDER MUST VERIFY ALL DIMENSIONS ON SITE PRIOR TO THE COMMENCEMENT OF ANY WORK OR THE PRODUCTION OF ANY SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE SUPERINTENDENT AND SEEK INSTRUCTION PRIOR TO PROCEEDING.

ALL WORKMANSHIP AND MATERIALS TO BE IN ACCORDANCE WITH THE MOST CURRENT BUILDING REGULATIONS AND RELEVANT S.A.A CODES AND AUSTRALIAN STANDARDS INCLUDING AMENDMENTS.

THE AUTHORIZED REQUIREMENTS OF LOCAL AUTHORITIES AND OTHER STATUTORY AUTHORITIES ARE TO BE COMPLIED WITH.

BUILDER TO ALLOW FOR ALL FEES TO CHECK SHOP DRAWINGS.

DO NOT SCALE DRAWINGS.

THIS DESIGN IS COPYRIGHT AND SHALL NOT BE REPRODUCED WITH OUT THE WRITTEN PERMISSION OF VEENS DESIGN GROUP.

SHRUB - SEA HEATH (FRANKENIA PAUCIFLORA)

SHRUB - AUSTRALIAN BLUEBELL (BILLARDIERA FUSIFORMIS)

SHRUB - PAYNES FIND (THRYPTOMENE)

LARGE SHRUB - LESSER BOTTLEBRUSH (CALLISTEMON PHOENICEOUS)

GROUND COVERS CONSISTING OF - NATIVE WISTERIA (HARDENBERGIA COMPTONIANAL) - GREEN CARPET (GREVILLEA CRITHMIFOLIA)

*NOTE:• MULCH - 'NATURES MIX' BLEND OF COMPOST AND MARRI

CHIPS • RETICULATION INSTALLED TO ALL PLANTED AREAS

LANDSCAPING LEGEND

FENCING LINE

2.000 sqm x 17.500 m= 35.000 m3

1000

CONCRETE BUNKER WALL


2985

985 1000 1000

1515 2985

FFL (GROUND) (RL 0)

500

FENCING LINE

0.50 sqm x 20 m= 10.00m3

SORTING SHEDSIDE WALL


500 500 500

15001500

FFL (GROUND) (RL 0)

FENCING LINE

2.00 sqm x 12.500 m= 25.00 m3

2500

STONE PITCHING TO SIDE WALLS AND BASE (TYP.)500 1500 500

500

1000

Project Name

ScaleChecked by

Drawn by

Date

Project number

ON A1 SHEET

Sheet Number Current Revision

29

-Sep

-17 4

:17

:33 P

M

As indicated

PROPOSED WASTE STORAGEDEVELOPMENT ON LOT 509 PEDRETTIROAD, PICTON EAST FOR YOOKSON P/L

PROPOSED SITE PLAN

8726-17

JULY 2017

GR

RV/PR

A001

1 : 200A001

PROPOSED SITE PLAN1

NORTH

No. Description Date

0 2 4 6 8 10

SCALE 1:200

15 20 30

1 : 100

SWALE 12

1 : 100

SWALE 23

1 : 100

SWALE 34

. ...,, ~

~\\/!/~ ~ ::::. ~/1\1~

0

0

0

0

.~

~

8 - -...... _ -■ Ill

~~veens r DESIGN GROUP

~

~

Ill ill ' ' i ' ~

Street Sunbury WA 6230 Suite 1/26 Carey _ @ nsdesign.com.au

721 2526 I adm,n vee P 08 9 des ig n com.au F 08 9721 2527 I veens .

r

~11 ~ 111 ffi'

0

CJ CJ CJ CJ CJ -CJ CJ CJ

I CJ ~~~~~~~~~~~~~~ t t

)

CJ CJ CJ -CJ

APPENDIX B

NOISE MONITORING

Herring Storer AcousticsJob No : 17250

Figure 01Appendix B

20

30

40

50

60

70

80

90

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018

:00

20:0

022

:00

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2:00

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2:00

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8:00

10:0

0

Noise L

evel (d

B(A)

)

Time / Date

BACKGROUND MONITORING ‐ PICTON EAST

Leq Lmax L1 L10 L90


HWS17300.01 R001 Rev0

27-Nov-17 1

Appendix 4 Environmental risk criteria

t'strategen


HWS17300.01 R001 Rev0

27-Nov-17 1

Likelihood

off•s lto lfflp.ac1t loc•I suit lltgll ltw4 o, .l~

off~M 1Mp.ac11 wldtt ,ult. fflld ~ ot•i,o.,e

J.lodtoic,.,.,le'fflot~-'t!'~l:Oall NOlhiQII

---~ 0, ~oalM9'"fc.antt•

Spec,t,c ~• Ctc~ Ctot er-,fOMlt!'>IJ ·t 1 •. soon ' ,Ql1' Y • , Cffdf,d -------------4--on ~ ii• lmJ>Klt hogfl

Off•tlt. lmp>ell local tUI♦ m.d ~

off-tit♦ lmp>elt wld♦t suit io..lc','"

. "Ott '"'1"' -.p,acl IO~ MN ol 119' conw,v,a.._ v.a.~ot ~~~'1( ..

Sptd,c ~t Ctc~ Clot en11ou11t~IJ Mt t•«~ on•sil♦ Imp.a.us !NI ,

oll•tlt♦ lmp.aclt loul SUI♦ .... 1tw1

oll~lt• lmpx11 wlcl♦r u •lt ~

~ ~- :,uN (It!, .. ..-u ..,, .l! ,~to/ no< bf, ,g,... I

on~il• lmJ>Klt ....., ,

oll•t M IMpx11 loc.a.l tc>I♦ ,..,_

oll,s lt• IMp>ell wlcl• r s c>lt nocc,e•~

SPtQ"lc ~t tCCN (for er.-_,.~!) Witty lObe ~

on-111♦ lmp.a.u ~

~ ~t CtcCN (for -IIOtll'f'oenljmtl

The following crrteria will be used to determine th• likelihood of lhe nsk evenl occurring.

Almos, The nsk event ,s expected to occur in most Certain circumsl.lnces

Likely The nsk event will probably occur in most circumstances

Possible The risk event could occur at some lime

Unlikely The nsk event w.I1 probably not occur ,n most circumstances

Rare The nsk event may only occur "' excepuonal circumstances

Adv♦rtt h♦>!th ♦ffKII ~lt,'t' o,ongo,r,o~ tit I

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Adv♦rt♦ ht.a.Ith ♦IIKII - ~ 0, O<~ ~ ,.,_, SptCl',c ~t Cn:CN (lo, p,.(>l,c ht.a::ri) .lre .ll "-•« no<IH""},...t

Loul suit ""'p>ett Mod , lfflCl,lCt IO-ly

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Loul suit ,.......... ~ IO~

$ptdc ~• Cn'en, (lot Plb'< 11t.i:,,1 crJf'Qt'WI

t'strategen


HWS17300.01 R001 Rev0

27-Nov-17 2

Llkellhood Consequence

Sllght Minor

Almost Certain Medium -Llkely Medium Medium

Possible Medium

Unlikely Medium Medium

Rare Medium Medium

t'strategen

Environmental Management Plan...Solid Waste Depot - Pedretti Road, Picton East Environmental...

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