Construction Environmental Management Plan€¦ · · 2012-10-05THE EASTERN GOLF CLUB, YERING 17...

091043 (Rev 5.7) 2011.doc Issued: 17 October 2011 Revision 5.7

EASTERN GOLF CLUB, YERING

EASTERN GOLF CLUB YERING VICTORIA AUSTRALIA

Construction Environmental Management Plan Prepared for: Eastern Golf Club Limited WBCM Pty Ltd Level 4 210 Kings Way South Melbourne Vic 3205 Phone: 9699 3688 Fax: 9690 9461 Email: [email protected] Our Ref: 3995-00

THE EASTERN GOLF CLUB, YERING 17 October 2011

CONSTRUCTION ENVIRONMENTAL MANAGEMENT PLAN WBCM REF: 3995-00

091043 (Rev 5.7) 2011.doc Issued: 17 October 2011 Revision 5.7 Page 1

FOREWORD This Construction Environmental Management Plan (CEMP)has been prepared to identify and manage construction activities associated with the development of the new Eastern Golf Club course at Yering that may impact on the environment. Some of the management activities are:

Management procedures to minimise environmental impacts; Environmental management responsibilities Training, monitoring, auditing and reporting requirements.

Specific construction related objectives include:

Minimisation of erosion and the movement of sediments during all construction activities: Minimisation of noise and vibration during all construction activities; Waste minimisation and management; Minimising the spread of environmental weeds onto adjoining land; and the Management of chemical and fertilizer use and storage.

This CEMP is to be used by all project managers, contract superintendents and contractors responsible for the construction of the Eastern Golf Club. Through its use, compliance with environmental regulatory requirements will be achieved and impacts to the environment minimised. The Draft Version of this Construction Environmental Management Plan has been developed based on an understanding of general construction activities associated with golf courses, buildings and infrastructure, initial concept designs and preliminary environmental site assessments. This plan will be reviewed following progression of detailed design and prior to tendering. ENDORSEMENT All relevant parties as listed below endorse this Construction Environmental Management Plan (CEMP) and will provide all necessary resources to ensure it is implemented. All staff, contractors, subcontractors and suppliers must comply with its requirements. The Project Manager is responsible for ensuring the design team addresses relevant requirements within this Construction Environmental Management Plan. This is the first public issue of the Eastern Golf Club Construction Environmental Management Plan. It is the responsibility of the Project Manager and the Contractor to ensure the current document version is in use, and any changes in revised versions addressed where appropriate. Print Name of Project Manager Signature of Project Manager Date: Print name of Contractor Signature of Contractor Date:




EMERGENCY CONTACTS Position / Company /

Authority Name Phone Mobile

Project Management Contacts

Project Manager

Project Engineer Project Environmental Management Advisor/Engineer

Contractors Contacts Contractor (Project Manager)

Environmental Officer

First Aid Officer

Emergency Services / Authorities Fire Brigade / Police / Ambulance 000

Environment Protection Authority Pollution Watch Line (03) 9695 2777

Melbourne Water General Enquires (03) 9235 7100

After Hours Emergency (03) 9316 2826

Yarra Valley Water 13 2762

Southern Rural Water (03) 5139 3100 0412 860 250

Department of Human Services General Enquires (03) 9637 4697

Poisons Information Centre 13 11 26

Electricity SP AusNet 13 17 99

Wildlife Victoria (24 hour wildlife rescue) 0500 540 000




Table of Contents

FOREWORD ........................................................................................................................................................ 1

ENDORSEMENT .................................................................................................................................................. 1

EMERGENCY CONTACTS .................................................................................................................................... 2

1. INTRODUCTION .......................................................................................................................................... 5

1.1 Project description .................................................................................................................................. 5

1.2 Purpose and Scope ................................................................................................................................. 5

2. LEGISLATIVE FRAMEWORK ........................................................................................................................ 6

3. SITE DESCRIPTION ..................................................................................................................................... 6

3.1 Site overview .......................................................................................................................................... 7

3.2 Current Environmental Site Conditions .................................................................................................. 8

3.2.1 Landform ............................................................................................................................................ 8

3.2.2 Soils .................................................................................................................................................... 9

3.2.3 Surface Water ..................................................................................................................................... 9

3.2.4 Ground Water ..................................................................................................................................... 9

3.2.5 Indigenous Heritage ......................................................................................................................... 10

3.2.6 Non-Indigenous Heritage ................................................................................................................. 10

3.2.7 Flora and Fauna................................................................................................................................ 10

3.2.8 Noise Sensitive Sites ......................................................................................................................... 10

4. POTENTIAL ENVIRONMENTAL IMPACTS .................................................................................................. 11

5. ENVIRONMENTAL MANAGEMENT PROCEDURES ...................................................................................... 12

5.1 List of Best Practice Guidelines ............................................................................................................ 13

5.2 Surface Water Quality Management .................................................................................................... 14

5.3 Soils, Erosion And Earthworks .............................................................................................................. 18

5.4 Hazardous Materials, Contamination and Emissions ............................................................................ 21

5.5 Litter Control, Waste Management And Minimisation .......................................................................... 25

5.6 Flora And Fauna ................................................................................................................................... 28

5.7 Heritage and Archaeology .................................................................................................................... 32

5.8 Occupational Health and Safety ........................................................................................................... 34

5.9 Environmental Performance Surveillance, Auditing and Reporting ...................................................... 39

APPENDIX A Golf Course Masterplan.......................................................................................................... 42

APPENDIX B Stormwater Flow Routing Plans ............................................................................................. 44 Existing Conditions Proposed Conditions Proposed Conditions During Construction

APPENDIX C Site Environmental Management Plans ................................................................................. 48

APPENDIX D Inspection and Surveillance Checklist .................................................................................. 53

APPENDIX E Environmental Weeds in the Shire of Yarra Ranges ............................................................. 57




ABBREVIATIONS AHD Australian Height Datum ARMCANZ Agriculture and Resource Management Council of Australia and New Zealand ANZECC Australia and New Zealand Environment and Conservation Council AS Australian Standards BOD Biological Oxygen Demand C Contractor CEMP Construction Environmental Management Plan EC Electrical Conductivity EIP Eastern Golf Club Environmental Improvement Plan EMP Environmental Management Plan EPA Environment Protection Authority EPBC Act Environment Protection and Biodiversity Conservation Act ESD Ecologically Sustainable Development IWMP Industrial Waste Management Policies OEMP Eastern Golf Club Operational Environmental Management Plan OH&S Occupational Health and Safety PM Project Manager SAR Sodium Adsorption Ratio SEPP State Environment Protection Policy SR Superintendents Representative SS Suspended Solids SESD Site Ecologically Sustainable Development SWL Standing Water Levels MSDS Material Safety Data Sheets m Metres mm Millimetres NEPM National Environment Protection Measures NTU Nephelometric Turbidity Units TOC Top of casing (for bore) YVW Yarra Valley Water VCAT Victorian Civil and Administrative Tribunal




1. INTRODUCTION 1.1 Project description Eastern Golf Club (EGC) is proposing a 27-hole golf course on a golf / country club-style facility, with extensive practice facilities, and an adjoining turf farm. A reclaimed water supply pipeline and onsite storage reservoir will be constructed to provide a water supply for irrigation during grass establishment and the ongoing operation of the golf club. The total irrigated area is approximately 54 ha. Reclaimed water from Lilydale Sewerage Treatment Plant owned by Yarra Valley Water (YVW) is proposed as the main source of irrigation water for the golf course and turf farm areas. Currently the site comprises an area of approximately 240 ha and is currently occupied by the Windsor Park Equestrian Centre, the Yering Gorge Cottages, pasture land for cattle and horses, and a residential property. 1.2 Purpose and Scope This site Construction Environmental Management Plan (CEMP) has been prepared for Eastern Golf Club Ltd as part of the operational site environmental management requirements for the Eastern Golf Club site at Yering. It should be read in association with the other environmental assessment reports. This CEMP has been developed based on typical construction operations required for the development of a new, high standard golf course, such as bulk earthworks for fairways, greens and bunkers, construction of water storages and treatment facilities, road and drainage works, clubhouse, swimming pool and maintenance facility construction. This plan should be reviewed prior to the commencement of operations and also regularly reviewed and updated during the construction of the Golf Club, which will be done over a number of years. This CEMP has been prepared to identify and manage construction activities associated with the development of the course that may impact on the environment. The intent within this CEMP is for best practice design, construction and management procedures to be applied in order to mitigate and manage environmental impacts. Some of the management activities are:

Management procedures to minimise environmental impacts; Environmental management responsibilities Training, monitoring, auditing and reporting requirements.

Specific construction related objectives include:

Minimisation of erosion and the movement of sediments during all construction activities: Minimisation of noise and vibration during all construction activities; Waste minimisation and management; Minimising the spread of environmental weeds onto adjoining land; and the Management of chemical and fertilizer use and storage.

This CEMP is to be used by all project managers, contract superintendents and construction contractors responsible for the construction of the Eastern Golf Club. Through its use, compliance with environmental regulatory requirements will be achieved and impacts to the environment minimised. This CEMP includes a monitoring, auditing and reporting regime for determining the effectiveness of the environmental management program and identifying any deficiencies.




2. LEGISLATIVE FRAMEWORK All activities carried out during the construction of the Eastern Golf Club shall comply with the relevant provisions of all legislation, including all Acts, Regulations, Policies and Guidelines. This includes, but is not limited to:

Aboriginal and Torres Strait Islander Heritage Protection Act 1984 Archaeological and Aboriginal Relics Preservation Act 1972 and Regulations 1992; Catchment and Land Protection Act 1970; Conservation Forests and Lands Act 1987 (Amended 1998); Dangerous Goods Act 1985 (Amended 1995); Dangerous Goods (Storage and Handling) Regulations 2000; Environment Protection & Biodiversity Conservation Act 1999; Environment Protection Act 1970, incorporating all later amendments; Environment Protection (Liveable Neighbourhoods) Act 2001; Environment Protection (Prescribed Waste) Regulations 1998 (Amended 2000); Environment Protection (Scheduled Premises and Exemptions) Regulations, 1996; Environment Protection (Resource Efficiency) Act 2002; Flora and Fauna Guarantee Act 1988 (Amended 2000); Heritage Act 1995; Heritage Rivers Act 1992; Melbourne and Metropolitan Board of Works Act 1958; The Minister for Planning’s Direction No. 1 “Potentially Contaminated Land”, 1992; National Environment Protection Measures (Implementation) Act 1998; National Environment Protection (Ambient Air Quality) Measure (1998); National Environment Protection (National Pollutant Inventory) Measure (1998); Occupational Health and Safety Act 1985 (Amended 2003); Occupational Health and Safety (Asbestos) Regulations 2003; Planning and Environment Act 1987; State Environment Protection Policy (Waters of Victoria) 1988 incorporating the Variation to State

Environment Protection Policy (Waters of Victoria) 2003 and Schedule F7 (Waters of the Yarra Catchment) 1999;

State Environment Protection Policy (Groundwaters of Victoria), 1997; State Environment Protection Policy (Air Quality Management) 2001; State Environment Protection Policy (Prevention and Management of Contamination of Land), 2002; Wildlife Act 1975 (Amended 2002); Water Act 1989; Yarra Valley Water (undated) Recycled water customer EIP requirements. Vic EPA (2003) Guidelines for Environmental Management – Use of reclaimed water (No. 464.2) Vic EPA (1991) Guidelines for Wastewater Irrigation (No. 168)

A list of relevant best practice guidelines is included in Appendix B. Best practice guidelines shall be referred to for guidance on best practice and methodologies for achieving environmental compliance. 3. SITE DESCRIPTION The site is bounded by the Yarra River to the west, Victoria Road to the east, Henley Road to the south and pasture land to the north. The surrounding land uses comprise Yering Meadows Golf Course to the north east; Yering Equestrian Park, Yarra Park Vineyard and Yering Grange Vineyard to the east; private property to the south, south east and north; and private property, the former Maroondah Aqueduct, and a Melbourne Water substation and pumping stations to the west and north west (Douglas Partners 2009).




3.1 Site overview

Table 3-1. Key Site information

Site location, address 215 Victoria Road, Yering

Life of project Continual operation – long term

Total land area of site 240 hectares

Surrounding land uses

North: Pasture, private property East: Victoria Road, rural residential properties, Yering Equestrian Park, Yarra Park Vineyard and Yering Grange Vineyard, Yering Meadows Golf Course (north east) South: pasture, private property, rural residences West: Yarra River, Melbourne Water pumping stations & substation

Important features Yarra River is part of Melbourne and surrounds drinking water supply

General landform

Flat to gently undulating floodplain with relief <15 m. Elevations range 60-80m. Land slopes west / north west to Yarra River. Southern portion of site drains south then west to Yarra River. Low hill, elevation 140m in south west of site.

Prior land uses Agriculture, farmland & horse agistment, racing track, tourism (cottages)

Any subsurface developments, identify

Seven permanent groundwater monitoring bores, 5.5 to 12 metres depth. All wells are finished 0.5m above ground level and have permanent lockable covers.

Water table depth Varies. 1.48 m to 5.75 m below ground level. Refer Geotechnical report (Douglas Partners 2009).

Area of disturbance (including access) 160 hectares approximately (existing and proposed)

Operating hours: - during construction -

7.00AM to 6.00PM, Monday to Friday 7.00AM to 1PM, Saturday

List of major components for construction

27 hole golf course, Driving range and Practice facilities, 9 hole par 3 course Road access and drainage; Club House and Swimming Pool, Maintenance Facilities, Water storage and Treatment Facilities; Turf farm Refer site Master Plan for details.

Solid waste management

Waste materials taken to landfill.

Water supply Source DURING CONSTRUCTION: Maximum daily requirement:

Recycled Class B water from Yarra Valley Water’s Lilydale Sewerage Treatment Plant; existing surface runoff collection – dam licence; future purchase of water access rights for Yarra River; As needed for construction activities such as dust suppression, during placing of fill materials to achieve optimum moisture content, truck & machinery washing,

Fuel storage capacity and quantity used

As required by Construction Contractor To be located within a properly bunded facility above the 1 in 100 year flood level

Number of fuel storage tanks As required by Construction Contractor




The site locality is shown in Figure 3-1 below.

Figure 3-1. Site locality A Master Plan of the proposed golf course development is included as Appendix A. 3.2 Current Environmental Site Conditions The following sub-sections summarise the current site conditions relating to landform, soils, surface water and groundwater, heritage and archaeology, flora and fauna that need to be taken into consideration in the development of the CEMP.

3.2.1 Landform The property comprises three land classes which are described as Rolling Hills, Yarra Floodplains and Forested Hills. They form part of three land systems namely Chateau Yering, Yarra Floodplain and Paul Range. These are fully documented in a Soil Conservation Authority Study conducted in 1976 (Phillips Agribusiness 2009). Land relief is relatively low and remains within elevations of 60m to 80m AHD within the operational area. Outside the operational area the high point at the site is a hill of 140m elevation. There are no rock outcrops or steep slopes within the site area, other than a forested hill at the west of the site which is not proposed to be a part of site operations. Site gradient in operational areas ranges from 16% to flat; the majority of the irrigated site area is below 5% gradient with some isolated locations up to 10%. The steeper slope within the site is towards the middle of the property. The northern portion of the site generally comprises low lying land and is part of the Yarra River Flood Plain. A ridge line crosses the site in a general northwest to southeast direction through the south western area of the site. South of this ridge line, land also slopes southwards / south west to a flood plain area which has a similar elevation to the northern flood plain.

Site Location




3.2.2 Soils Soil investigations at the site were undertaken in July-August 2009 by Douglas Partners taking environmental soil samples at ten borehole locations at depths to 1.0m below ground level (for land capability assessment) when permanent groundwater monitoring bores were created. Refer to Tables 1 and 2 in Douglas Partners Groundwater report for graphical comparison of soil profiles encountered and borehole locations. Soils are predominantly alluvial origin and are dominated by a silty clay texture, varying from very stiff to stiff silts and silty clays. Permeability is inferred as moderate and decreasing with depth as clay content increases. Samples were generally collected at 0-0.15 m, 0.15-0.3 m, 0.3-0.5 m and 0.7-0.9 m. Below 1m depth, representative samples were collected from each soil horizon encountered. Topsoil was interpreted uniformly across the site as a silt. Clay content increased with depth and below approximately 0.7 metres the soil profile was generally silty clay.

3.2.3 Surface Water The site is located within the Yarra River floodplain. The Yarra River forms the western boundary of the site. There is a low hill crest aligned approximately east-west that divides site drainage into north-wards flowing and south-west flowing. Drainage depressions traverse the site draining westwards towards the river, which in places have been formalised into surface drains, particularly around the existing racetrack to maintain surface flows to the Yarra River. One large dam and two to three small dams are currently located across the site in the east. The major drainage line enters the property from the south-east and is intercepted by an existing catchment dam (to be moved during site redevelopment) with a current estimated storage capacity of 20ML. This dam overflows towards the race track and northern portion of the site. 3.2.4 Ground Water Groundwater investigations were undertaken in July-August 2009 by Douglas Partners. Seven permanent groundwater monitoring wells were installed in August 2009 to allow groundwater sampling during the site planning and assessment stages. Three wells did not yield groundwater thus wells were not developed. Details of groundwater wells, reduced levels (RL) from top of casing (TOC) and standing water levels (SWL) are in Table 3.1. Ground water quality field data after installation is in the Douglas Partners’ Report..

Table 3.1. Summary of SWL data, survey data and RWL data (source: Douglas Partners, 2009)

Well Coordinate Location RL August 2009 Comment

Easting Northing (TOC) SWL (m below TOC) RWL

GW1 353072 5827089 63.18 3.57 59.61 Permanent – monitoring well

GW2 353642 5827031 63.34 3.74 59.60 “

GW3 354128 5826794 67.32 6.24 61.08 “

GW4 353379 5826534 63.00 3.32 59.68 “

GW5 352774 5826884 62.06 1.99 60.07 “

GW7 353722 5826049 66.84 2.40 64.44 “

GW8 352150 5826210 61.81 5.06 56.75 “




Groundwater quality was measured in-situ for field parameters at well equilibrium and samples were also submitted to a NATA-accredited laboratory for further analysis – for detailed data on groundwater chemistry please refer to the Douglas Partners Report. The main results were that pH for all samples remained within the neutral range (5.8 to 7.6) and TDS ranged from 330mg/L to 6,900 mg/L (in-field EC measurements were comparable). 3.2.5 Indigenous Heritage Refer to the Cultural Heritage Management Plan (CHMP) prepared by Tardis Enterprises.

3.2.6 Non-Indigenous Heritage Refer to the Historic Cultural Heritage Assessment prepared by Tardis Enterprises.

3.2.7 Flora and Fauna Refer to separate reports prepared by the following:-

Ecology Partners Pty Ltd

Due Diligence Flora and Fauna Report

Targeted survey report for Growling Grass Frog and River Swamp Wallaby‐grass

Targeted aquatic fauna survey report

Bushland Management Plan specific to the site

Aquateco Consulting Pty Ltd

Aquatic values Impact Assessment

3.2.8 Noise Sensitive Sites There are seven residential properties located adjacent to the eastern edge of the site, with frontage to Victoria Road. There is also one residence to the south of the site, south of Henley Road. There are a number of cottages on the western side of the site that are currently being used for tourist accommodation.




4. POTENTIAL ENVIRONMENTAL IMPACTS This section lists the potential environmental impacts associated with the construction and demolition activities that will take place on the site. The impacts to a particular segment of the environment and the activities that give rise to these impacts are listed in Table 4.1, below. Table 4.1 Potential Environmental Impacts associated with Demolition and Construction Activities Segment Potential Activities Impacting on Segment

Surface water Sediment from the erosion of exposed surfaces. Bulk earthworks.

Sediment and leachate runoff from stockpiles of topsoil, construction materials and contaminated soils.

Sediment and contaminants (e.g. oil, grease, metals) from wash down of vehicles and machinery.

Sediment runoff and disturbance to creeks and drainage lines during works near or within streams.

Runoff from mud tracking. Surface Runoff from unsealed working areas and roads. Spills from on-site fuel tanks or chemicals storage.

Spills from machinery, construction materials, grass establishment products during works.

Dust suppression activities. Runoff or leachate from exposure of buried contaminated material or soils.

Runoff from grass establishment and maintenance activities (e.g. pesticides, herbicides, fertilizers, soil improvers, sediment, sand, grass clippings).

Runoff or spillage of reused water (e.g. in the event of over-irrigation, pipe leakage, or storage reservoir overflow.).

Wastewater Truck and machinery washing. Dust suppression measures. Site Dewatering after rainwater has pooled on site following rain event.

Groundwater Spills from onsite fuel tanks or chemical storage.

Spills during works (e.g. spills from machinery, construction materials, or grass establishment products).

Truck washing. Leachate from onsite storage of waste or construction materials. Leachate from exposure of buried contaminated material or soils. Infiltration of reused water from irrigation activities or spills.

Contaminated leachate from grass establishment and maintenance (e.g. pesticides, herbicides, fertilizers, soil improvers).

Air Dust emissions from exposed surfaces, stockpiles, and grass establishment and

maintenance works. Exhaust emissions from plant and machinery. Emissions from volatile construction materials.

Emissions from spraying activities (e.g. weed control, grass establishment and maintenance)

Odours from stockpiled or applied organic materials.




Segment Potential Activities Impacting on Segment Noise and Vibration Demolition works.

Construction works, grass establishment and maintenance works. Plant and machinery operation. Construction traffic and delivery vehicles accessing the site. Increased local traffic at commencement of golf club operations.

Land Storage of stockpiled materials. Construction works, vehicle and plant movement causing erosion and soil

compaction. Spills from on-site fuel or chemical storage and handling. Bulk earthworks and soil movement. Litter. Waste generation. Offsite disposal of contaminated soil, fill or waste.

Flora & Fauna Bulk earthworks. Vegetation clearing. Discharge of turbid and contaminated water to creeks and surface water drains

(e.g. sediment runoff, runoff containing fertilizers, herbicides, chemicals from spills).

Disturbance to fauna. Disturbance to fauna movement corridors. Damage and removal of habitat. Some spread of environmental weeds onto adjoining land

Heritage Impacts to indigenous archaeological relics. Impacts to historical archaeological relics.

5. ENVIRONMENTAL MANAGEMENT PROCEDURES This section identifies objectives, targets, management procedures and responsibilities for the Construction Environmental Management Program. Management responsibilities referred to in this CEMP are applicable to the design and construction of the Eastern Golf Club. Handover of responsibilities to operational managers will occur at the completion of the contractual maintenance period for construction works (including grass establishment). Operational environmental management procedures and responsibilities following hand over are identified in the site Environmental Improvement Plan prepared by Storm Consulting. Responsibility allocations are abbreviated in this section as follows:

PM = Project Manager, C = Contractor, SR = Superintendent’s Representative

Numerous procedures in this CEMP have more than one allocated responsible position. Responsibilities generally apply as follows:

The Project Manager is responsible for design and construction program issues; The Contractor is responsible for construction site management issues; The Superintendent’s Representative is responsible for monitoring activities and ensuring the

Contractor fulfils environmental management responsibilities.




Procedures included in this section are general management procedures. For detailed techniques, methodologies and information on best practice refer to relevant guidelines or the management plans referenced in this section. The detailed Site Environmental Management Plans are attached as Appendix B. The plans and details are generally in the format used by Melbourne Water, and will be submitted to Melbourne Water for acceptance prior to commencement of works on site. A list of guidelines is included in Appendix B. Site specific management plans include the Eastern Golf Club Environmental Improvement Plan (EIP). Implemented procedures shall be signed off as “completed”. The implementation of procedures shall be tracked throughout the progression of construction works as detailed in Section 5.9. 5.1 List of Best Practice Guidelines The following list provides an indication of relevant Guidelines, Standards and Manuals that may be applicable to the undertaking of construction works on this site. It should be noted that this list may not cover all relevant documents that may be applicable. EPA Guidelines

EPA Technical Guideline 347, December 1992. Bunding Guidelines. EPA Information Bulletin 383, June 1993, Guidelines for preparation of waste management plans EPA Publication 275, May 1991, Construction Techniques for Sediment Pollution Control EPA Publication 480, December 1995, Environmental guidelines for major construction sites EPA Publication 440.1 December 2002, A Guide to Sampling and Analysis of Air Emissions and Air

Quality. EPA Publication 635, March 1999, Enhanced Air Quality: Adopting the National Environment

Protection Measure for Ambient Air Quality in Victoria EPA Publication 837, February 2002, Protecting Victoria’s Air Quality EPA Publication 843, May 2002, The New SEPP (AQM), Information for all EPA Licence Holders EPA Publication 844, May 2002, The New SEPP (AQM) – Achieving Compliance EPA Publication 464.2, June 2003 Use of Reclaimed water-Guidelines for environmental

management. EPA Publication 168, June 1983 Revised April 1991, Guidelines for Wastewater Irrigation EPA N3/89 Interim Guidelines for Control of Noise from Industry in Country Victoria, 18 April 1989 EPA Technical Guidelines TG 302/92, July 1992, Noise Control Guidelines. EPA Information Bulletin 280, A guide to the measurement and Analysis of Noise. EPA Publication 448.1, Classification of Wastes EPA Publication 472, July 1995, Potential contaminating land uses EPA Publication 441.7, March 2000, Guide to the Sampling and Analysis of Waters, Wastewater,

Soils and Waste. EPA Information Bulletin 364d, September 2004, The Transport and Disposal of Waste Asbestos. EPA Information Bulletin 344.1, December 2003, Transport and Management of Used Containers,

WorkSafe Australia Guidelines

WorkSafe Australia, 1992, National Code of Practice for the Safe Removal of Asbestos WorkSafe Australia, 1994, National Code of Practice for the Labelling of Workplace Substances WorkSafe Australia, April 1995, National Occupational Health and Safety commission

Australian Standards

Australian Standard 4482.1, September 1999, Guide to sampling and investigations of potentially contaminated soil: Non-volatile and semi-volatile substances

Australian Standard 4482.2, September 1999, Guide to the sampling and investigation of potentially contaminated soil: Volatile substances




ANZECC Guidelines

Australia and New Zealand Environment and Conservation Council Australian and Agriculture and Resource Management Council of Australia and New Zealand (2000), Guidelines for Water Quality Monitoring and Reporting

ANZECC, January 1992, Australian and New Zealand Guidelines for the assessment and management of contaminated sites

Sustainability Victoria Strategies and Guidelines

EcoRecycle Victoria, March 2003, Towards Zero Waste - A Materials Efficiency Strategy for Victoria - Draft for Consultation

EcoRecycle Victoria, Guidelines for Preparing Waste Reduction Strategy for Construction 5.2 Surface Water Quality Management The following procedures detail how pollution of surface water is to be prevented as a result of construction activities involved in the development of the Eastern Golf Club. The objectives are to prevent pollution of surface waters, within or external to the site boundaries, as a result of construction activities by the proper management of site stormwater. These procedures take into account the topography of the site, the existing conditions and proximity to the Yarra River. The plans attached as Appendix B detail separately the existing flow routing conditions, proposed construction flow conditions and final flow conditions. The proposed flow routing during the construction period is the basis for the Site Environmental Management Plan in Appendix C. The main components of the water surface management strategy are as follows:

1. Works within the flood plain will be divided into stages so that the entire site or very large areas are not exposed at any one time. Existing pasture grasses will be utilised to filter sediment and runoff during construction.

2. All disturbed areas will be kept to a minimum before stabilising and revegetation is carried out. 3. Stockpiles will be properly managed to minimise sediment runoff. 4. Permanent sedimentation ponds and wetlands will be constructed to service each construction stage

as appropriate., with temporary facilities utilised where necessary. 5. Maintain the existing catchment dam on the major drainage line from the south-east, with a current

estimated storage capacity of 20ML, for use as a sedimentation pond and for site watering. 6. Existing drainage depressions heading westwards towards the Yarra River to have erosion and

sedimentation control measures installed during construction. 7. A wetland is to be constructed on the west side of the site at the location of the main discharge to

the Yarra River. This pond will act as a sedimentation and treatment area during the construction period, to be cleaned out and finished at the end of construction works.

8. A cut-off drain is to be constructed towards the northern side of the site, draining from east to west to the sedimentation pond on the main Yarra outlet. This cut-off drain will control sediment and run-off during construction of the turf farms and golf fairways in the flood plain.

9. A cut-off drain will be constructed on the southern side of the flood plain. This cut-off drain will control runoff from the access road, club house precinct and fairways in the southern part of the site, and will also grade from east to west to the sedimentation pond on the main Yarra outlet.

10. The site area falling to the south will be controlled by a cut-off drain towards the southern boundary draining to the west. The drain will discharge to a future wetland to the south of the Hole No. 3 green which will be utilised to trap sediment and filter runoff during construction.




Issue / Activity Risk

assessment (Importance

H M L)

Procedures Position Responsible

Completion Signoff and Comments

(Signature/Date)

Erosion and sediment controls

M All temporary and permanent sediment controls are to be designed, constructed and maintained so as to withstand flooding, as the majority of the site is within the flood plain of the Yarra River and therefore subject to inundation.

PM, C

Control H

The contractor shall ensure that all measures are taken to control erosion and sedimentation which may impact on flora and fauna of significance, or on waterways or any associated surface and sub surface drainage.

No sediment laden water shall enter any drainage system or any natural water ways or wet land. All runoff is to be diverted sediment ponds/wetlands as marked on the Environmental Management

Plans forming part of this document

PM, C

Construction timing

L Where possible undertake site activities during dry season to minimise erosion and sediment runoff, and possibility of inundation.

PM, C

Minimise land clearing and disturbance

M Minimise unnecessary land clearing and minimise the extent and duration of soil disturbance and exposed surfaces.

The construction area shall be designated and marked to ensure unnecessary disturbance to vegetation and site access limited to defined and managed haul roads.

Revegetate exposed surfaces as soon as practicable. Stabilise exposed soil as quickly as possible. Sediment controls shall be utilised until exposed surfaces are sufficiently revegetated

PM, C

Diversion and stabilisation

H Establish stormwater drainage pipes; stabilize drains, drainage lines, creeks and banks as soon as possible

Divert surface drainage away from exposed surfaces (diversion banks, intercept drains etc.)

C

Reduce flow velocities

M Minimise continuous slopes where flowing water can scour. Construction procedures that minimise water flow velocities shall be implemented e.g. staked hay

bales shall be installed along catch drains to slow flow, reduce scour and sediment. Install sediment detention dams, ponds or basins to capture stormwater. Sediment contaminated run-off will be held until the suspended sediment settles out. Install rock structures on site to retard water flow. Line drainage lines with water flow retarding material such as geo-textile and crushed rock.

PM, C

Protect stockpiles that are exposed to surface runoff

M Locate stockpiles away from drainage lines and erosion prone areas. Only store soil and building material stockpiles in especially allocated areas. Use diversion drains and earth bank to redirect surface runoff. Cover stockpiles where necessary. Minimise the size and area of stockpiles. Erect the most appropriate sediment controls (e.g. sediment fence and straw bales) downstream of

any exposed surfaces or stockpiles.

C






H M L)



(Signature/Date)

Sediment traps (screens, fences, hay bales)

H Refer to EPA Publication 275 Construction Techniques for Sediment Pollution Control for detailed procedures on sediment controls.

Refer also attached drawings & construction notes.

C

Inspection of sediment controls and removal as soon as possible.

M Undertake inspections of surface runoff and sediment controls during or immediately after storm events and routinely on a weekly basis.

Necessary improvements and maintenance shall be conducted where required. Remove sediment and rubbish from sediment fences after storm events and check run-off is not

piping under the fences. Remove any sediment deposited on nearby culverts, drainage lines and water bodies as soon as

possible.

C

Temporary surface drainage

H All temporary surface drains are to have gravel filled geo-textile socks laid along the drainage line spaced every 30m.

These drains shall be inspected after every heavy rain event and any silt build up will be removed.

C

Water Collection M All water collected during construction that is likely to be contaminated, shall be tested, treated, handled and disposed of so that it does not pollute receiving waters.

Water to be reused where possible for dust suppression, firewater, or truck and plant washing. Water used for dust suppression should not generate runoff

C, SR

Prevention of infiltration of contaminants into groundwater:

H Irrigation and the application of materials (e.g. soil treatments, fertilizers, pesticides) is to be managed to minimise impacts on groundwater. Specifically irrigation with reused water is to be managed so that irrigation water does not infiltrate to groundwater. Refer to the EIP for procedures.

Any construction associated contaminated water must be captured and treated or disposed appropriately.

PM, C

Import & export of fill material

Staging works M The works will be constructed in various stages with separable portions to be advised PM, C

Revegetation M Any disturbed road and batter areas are to be re-vegetated with grass seed mix. C

Vehicle no-go areas

H Vehicle access will be restricted as per site conditions & in accordance with the approved Construction Traffic Management Plan.

C

Storage areas L Stock pile in accordance with requirements on stockpiling of spoil. C

Contaminated areas

L In any instance of discovery or exposure of contaminated material, or suspicion thereof, contact the Site Manager immediately.

C




Issue / Activity

Risk assessment (Importance

H M L)



(Signature/Date) Stockpiling of soil

Placement and management of stockpiles

M Stockpiles are to be constructed with appropriate batter & slope to ensure the OH & S requirements are satisfied.

Stockpile should be constructed at least 2m from hazard areas, particularly likely areas of concentrated water flows (water ways, roads), on a slope not steeper than 10% and remote from existing trees or shrub vegetation.

All stockpiles of soil that will not be utilised within two weeks will be seeded with an adequate seed mix.

Silt screen to be placed around the batter toe of stock piles.

C

Management of batters

M On completion of top soiling, batters are to be grassed seeded. C

Water Management

De-watering work sites

M Any dewatering of trenches if required (considered unlikely) will be by pumping to grassed areas within the site to enable any sediment to be filtered by vegetation.

C

Wash-down areas L Wash down areas to be sited to avoid contamination of the existing underground drainage system. C

Water Management Systems

Water management systems are to be constructed and managed so as to prevent sediment, nutrients and toxicants (e.g. fertilizers herbicides, pesticides) from entering waterways or contaminating groundwater.

PM, C

Discharge control management of wash down water:

H All wash down water must be captured and not allowed to flow into nearby water bodies or infiltrate into soil.

Wash down waters must be treated before discharge. Wash down must be carried out in appropriate designated areas, with wash down water capture,

drainage and treatment systems in place

C

Discharge controls H Stormwater discharge quality shall be managed to maintain as close as practicable to background levels and comply with the SEPP (Waters of Victoria) Schedule F7 (Waters of the Yarra Catchment). Target water quality indicators and objectives are included in Appendix C.

See comments under Erosion and Sediment Controls diversion drains

C, SR

Surfaces M Surfaces to be left in a roughened condition to encourage infiltration and minimise runoff C



091043 (Rev 5.7) 2011.doc Issued: 17 September 2011 Revision 5.7 Page 18

5.3 Soils, Erosion and Earthworks The following procedures detail how impacts on the environment arising from construction activities involved in the development of the Eastern Golf Club are minimised in relation to erosion, sediment runoff and dust. Refer also to Section 5.2 in relation surface water quality management. Relevant construction activities works include earthworks for dams and ponds, site benching, roads, fairways and greens, channels and embankments. The objectives are to prevent pollution of surface waters, soils and property, within or external to the site boundaries, as a result of construction activities by the proper management of earthworks and erosion.




. Issue / Activity


H M L)

Procedures

Position Responsible

Completion Signoff and Comments (Signature/Date)

Erosion

Minimise land clearance and exposed soil

M Avoid where possible clearing areas of highly erodible soils and steep slopes which are prone to water and wind erosion.

Revegetate and mulch progressively as each section of works is completed. The interval between clearing and revegetation should be kept to a minimum.

Program construction activities so that the area of exposed soil is minimised during times of the year when the potential for erosion is high (e.g. during summer when intense rainstorms are common).

Excavation should be controlled and only as required.

C, SR

Stabilise land as soon as possible

M Coordinate work schedules, especially if more than one contractor is working on a site, so that there are no delays in construction activities resulting in disturbed land remaining unstabilised.

Stabilise the site and install and maintain erosion controls so that they remain effective during any pause in construction.

Backfill any erosion channels developed during construction as soon as possible. Establish a temporary vegetative cover on areas that will remain disturbed and exposed

for more than 30 days by seeding with rapidly growing annual plants.

SR, C

Prevent erosion and runoff from unsealed roads

M Keep vehicles to well-defined haul roads. Reduce vehicle speed on unsealed roads Keep haul roads off sloping terrain wherever practicable.

C

Install erosion control methods:

M Course features (e.g. bunkers, pathways, batters) shall be constructed and maintained to minimise erosion.

Cultivate the cut surface to increase infiltration of rainfall and decrease the velocity of water across the slope during rain and therefore reduce erosion.

Soils surrounding water crossings are to be protected from scour. Use mulches and/or geotextiles to increase soil infiltration, decrease runoff velocity,

improve soil structure and porosity, increase surface storage and reduce crusting or sealing of the soil

C, SR

Minimise soil compaction

L Allocate areas for different site activities: Limit vehicles to defined haul roads and prevent parking in the vicinity of trees

identified for protection. Do not carry out any construction or associated activity in non-designated areas

SR, C




Issue / Activity


H M L)



(Signature/Date) Protection of waterways

H Fill material shall not be placed adjacent to waterways where it may cause bank failure, impact on water flow or be a source of sediment

C

Protection of trees and vegetation

L Fill material shall not be placed close to or pushed up against the base of trees and shrubs

C

Dust Control Keep the extent and duration of exposed areas to a minimum and revegetate as soon as practicable.

C, SR

General M Dust observations are to be undertaken on a daily basis. Provide a call-out system for events that may require dust suppression out of hours. Re-program some activities during high wind to minimise dust emissions, or cease work

if necessary. Chose a set area away from the stormwater drains to do dust and fume generating

cuttings.

C

Control M Water exposed areas when visible dust is observed. Cover or water any stockpiles. Ensure smooth surfaces are roughened and cloddy to prevent wind velocity at the

surface. Install wind fences where appropriate. Use spray on adhesives to stabilize roads with heavy traffic where appropriate (but not

at a rate that causes water pollution). Use crushed stone or gravel as ground cover to control soil emissions Stockpiles that are likely to exist on site for a period greater than 1 month must have

their surfaces stabilised by tarpaulin, mulching, or seeding. Trucks loads are to be covered during transport if there is risk of losing material during

transit. Seal roads that are intended to be used regularly during construction and will remain

permanent at the conclusion of construction activities. A vehicle wash down area shall be provided for vehicles leaving the site if required.

C, SR



091043 (Rev 5.7) 2011.doc Issued: 17October 2011 Revision 5.7 Page 21

5.4 Hazardous Materials, Contamination and Emissions The following procedures detail how impacts on the environment arising from construction activities involved in the development of the Eastern Golf Club are minimised in relation to air emissions and site contamination . Relevant construction activities relate mainly to the machinery and equipment used for earthworks for dams and ponds, site benching, roads, fairways and greens, channels and embankments, and services. Problems can arise from such areas as fuel and chemical spills and inadequately maintained machinery, as well as fires from dry grass etc.. Site contamination may also be found during the works and would need to be properly managed. Storage and handling of hazardous materials management to prevent spills or incidents associated with fuels and chemicals should be undertaken to protect environmental quality. The objectives are to prevent pollution of the air, surface waters, soils and property, within or external to the site boundaries, as a result of construction activities by the proper management of equipment and materials.






H M L)



(Signature/Date)

Contamination

Site Control H In the event that any suspected contamination is encountered during works (e.g. buried waste from farming activities), all work in the vicinity of these areas shall cease.

Measures to minimise water entering the suspected contaminated area are to be implemented immediately (e.g. diversion banks around the site) and sediment controls put in place to capture any potentially contaminated sediment.

In the event that unidentified liquids or potentially contaminated leachate are encountered the area shall be bunded if appropriate.

The potential for contaminated soil, groundwater or leachate will be investigated by suitably experienced and qualified environmental professionals, and appropriate actions taken as recommended

PM, SR, C

Asbestos H In the event that any materials suspected of containing asbestos are encountered during works (e.g. rubble, sheeting, roofing, pipelines or lagging containing asbestos), all work in the vicinity of these areas shall cease and advice shall be immediately sought on appropriate interim management measures.

The presence of materials potentially containing asbestos will be investigated by suitably experienced and qualified asbestos professionals, and appropriate actions taken as necessary

SR, C

Chemical Storage H Locate designated areas for plant and material storage as far as possible from waterways and drainage lines, and direct run-off to a holding pond in case of spillages.

Locate these areas above the 1 in 100 year flood level as indicated on the plan included in Appendix B, Site Environmental Management Plans.

Locate material storage within housing or covering to prevent exposure to the elements to reduce potential for disturbance, rainwater infiltration, spills, solubilisation and overflow.

Chemical materials should be stored such they do not pose a threat to local flora and fauna.

Drums should not be left unattended. Store at or in designated storage site cabinets when not in use.

Volume capacities of any onsite storage tanks must be displayed and its contents clearly labelled.

C, SR




Issue / Activity


H M L)



(Signature/Date) Chemical Storage (cont’d)

H Storage should be in accordance with the manufacturer’s specifications and the relevant MSDS.

Material Safety Data Sheets (MSDS) shall be kept onsite for chemicals in storage, and staff inducted and trained accordingly.

C

Contingency plans to deal with spills

H All chemical spills will be contained and cleaned up as soon as practicable. Spill kits to kept onsite at all times. No refuelling, pouring of chemicals are to take place outside of areas designated

for these activities. Proper dispensing equipment shall be used. Any equipment such as concrete mixers should have drip trays to capture any

leakages and spills. Drip trays will be inspected and maintained. Chemical materials must be clearly labelled and any hazardous material should

have appropriate MSDS available for them.

C

Hazardous Materials

Standards and Regulations

H Storage and handling of hazardous materials must comply with: Dangerous Goods Act 1985; Dangerous Goods (Storage and Handling) Regulations Australian Standard AS1940-2004 (Incorporating amendment No 1) Storage and

Handling of Flammable and Combustible Liquids Prescribed Wastes will be disposed and transported as per the Regulations. Refer

to Environment Protection (Prescribed Waste) Regulations 1998, as amended. Label storage tanks appropriately in accordance with the Dangerous Goods Act

and relevant Australian Standard (AS1940-2004).

C, SR

Bunding H Oils, fuel and other chemicals are to be stored in sufficiently sized bunded areas: Bunds should be inspected regularly to check for spills and emptied as required. Bunds shall be designed, installed and utilised in accordance with EPA bunding

requirements.

C, SR

Control H Chemical and oil containers are to be kept on spill control pallets. Store an appropriately stocked spill kit on site, for use in the event of spills. Maintain the integrity of any storage tanks. Fit automatic cut-offs on fuel dispensers. Only store the required volumes of fuel and/or chemicals.

C, SR




Issue / Activity


H M L)



(Signature/Date) Fire prevention H All fire hazards such as large stockpiles of flammable chemicals; powders should

be noted and managed. Where required a fire water system should be in-place Warning signage banning smoking and the lighting of fires to be placed in

appropriate locations. Hot work areas must have safety and fire fighting equipment at hand Ensure fire extinguishers are available, serviced and accessible

C, SR

General H Emergency and management telephone numbers must be available and located in a noticeable location (s).

C, SR




5.5 Litter Control, Waste Management And Minimisation The following procedures detail how impacts on the environment arising from construction activities involved in the development of the Eastern Golf Club are minimised in relation to the generation of wastes and litter on site. Relevant construction activities relate mainly to the machinery and equipment, construction workers and temporary site accommodation required during the construction period. The objectives are to ensure that all litter is disposed of in a responsible manner and is not released into the environment, as well as minimise the volume and the potential impact of waste generated on the site. The construction site management should be able to demonstrate waste minimisation through implementation of strategies where Best Practice is targeted with reference to programs being developed by relevant state government departments and other bodies.




Issue / Activity


H M L)



(Signature/Date) Waste Management

General M Waste shall be managed in accordance with the waste management hierarchy of avoid, reuse, recycle, dispose, and current best practice

Priority materials for recovery shall include green waste, paper/cardboard, timber, concrete, bricks and fill. Refer to the Towards Zero Waste Strategy A Materials Efficiency Strategy for Victoria (produced by Sustainability Victoria).

Materials will be reused or recycled where possible (e.g. mulching of cleared vegetation and reusing materials from demolition, including timbers and steel).

Cleared vegetation will be either mulched and used onsite (where possible) or disposed of offsite to a green waste collection facility.

Preference shall be given to the purchase of reused or recycled materials or materials with a high recycled content (e.g. recycled timber, concrete with recycled aggregate and recycled steel reinforcement).

Low waste, durable and low maintenance materials shall be specified. Order only the required material to prevent waste. Segregate unused material from waste to prevent contamination and enable re-use. Waste oil is to be collected in a dedicated container for recycling. Facilities for

collection of waste oil shall be provided during construction as required. Waste that cannot be practicably re-used or recycled shall be transported and

disposed of to appropriate EPA licensed facilities Waste shall be managed to prevent the generation of litter, odours, hygiene and

vermin issues and provide for good house keeping

PM, C, SR

Waste Management guidelines and programs

M Guidelines, programs, and software for optimising waste reduction shall be adopted where appropriate

Relevant state government departments are to be consulted for advice on the most recent programs accessible for addressing waste management.

Current examples include: The Waste Wise Construction and Demolition Kit (produced by Sustainability

Victoria); BEST Building Environmental Sustainable Targets (software developed by the

Department of Sustainability and Environment for tracking waste) Guidelines for Preparing Waste Reduction Strategy for Construction (produced by

Sustainability Victoria).

C




Issue / Activity


H M L)



(Signature/Date) Recycling

Recycling M Facilities shall be provided for waste separation of reusable, recyclable, compostable and landfill materials for the construction site.

Facilities shall have sufficient signage and be designed to encourage reuse and recycling.

Provide designated, well-signed and weatherproof bins for materials to be recycled Bins should be maintained and emptied when they reach 80% of their capacity All bins and receptacles should be maintained in a clean and tidy condition and free

from offensive odour. Tender and contract documentation shall be structured to support waste

minimisation and recycling (including contractors and sub-contractors) No waste material will be burnt or buried on the site

C, SR

Prescribed Wastes

H Wastes identified to be Prescribed Wastes will be disposed and transported as per the Regulations. Refer to Environment Protection (Prescribed Waste) Regulations 1998.

PM, C

Litter Control General M Provide bins for general waste at prominent waste generation areas within the site

(eg. Lunch rooms, on-site offices). Use mesh bins for larger items such as cardboard boxes, plastic wrapping and

polystyrene Empty litter bin regularly and don’t allow overflow Where possible pick out items from the litterbins for recycling. Ensure all litter is handled according to the Litter Act 1987 and the Environment

Protection Act 1970. Ensure that litter is not left where it can be washed or blown off-site and ensure

litter does not end up in nearby waterways Provide fencing around site to capture floating materials. Clean litter from key areas of the site daily and the entire site at least weekly. Dispose or recycle construction material packaging as soon as possible. Bag sweepings and cover skips if necessary to prevent litter from exiting the site Provide visible educational materials about the importance of litter management.

C, SR




5.6 Flora And Fauna This section to be completed following finalisation of flora and fauna studies and reports. The following procedures detail how impacts on the environment arising from construction activities involved in the development of the Eastern Golf Club are minimised in relation to the protection of flora and fauna on site. Construction activities on site will cause significant disturbance to existing flora and fauna on site, and possibly in adjacent areas. The objectives are to ensure the maintenance or improvement of habitat for native flora and fauna on the site, particularly along watercourses, and that there is no adverse impact on adjacent vegetated areas. The proposed Golf Course development will also result in the creation of new habitat areas such as wetlands and revegetation areas.




Issue / Activity


H M L)



(Signature/Date) Flora

Weed Control

M A weed control program will be implemented to control and where possible eradicate noxious and environmental weeds (Environmental weeds are defined as those listed by the Shire of Yarra Ranges (Appendix J). within the site. The priority weeds for control that have been identified from the site (Koehler and Miller 2003) are: Three corner Garlic, Spear Thistle, Hemlock, Hawthorn, African Box-thorn, Creeping Buttercup, Blackberry, Basket Willow, Variegated Thistle and Gorse.

Undertake mapping and recording of the noxious and environmental weed infestations on the site prior to construction commencing.

Add any environmental weeds found that are additional to those found by Koehler and Miller, 2003 to the list for priority control

In addition to the priority weed control program, actions to restrict the spread of weeds will include:

Protecting bare soil with barrier matting or mulch as quickly as possible following disturbance to limit weed invasion and erosion.

Application of thick layers of mulch material to revegetation areas to suppress weeds and limit erosion.

Stabilizing and covering stockpiles of soil with barrier matting or mulch to limit erosion and the spread of weeds.

Washing down all excavation vehicles and other earthmoving equipment prior to exiting the site to prevent transfer of weeds to adjoining land.

Covering all soil being taken off site so that weed seeds don’t spread onto adjoining land, especially nearby agricultural uses (i.e. vineyards).

Isolating and treating noxious and environmental weeds prior to mechanical removal if spread from seed or other propagules is likely.

Re-assessing the site for weeds once every two months during the construction phase. All identified noxious and environmental weeds will be recorded and treated before they have a chance to seed or spread.

Isolate topsoil taken from areas supporting noxious or environmental weeds to ensure it is not re-used on the site.

PM, C




Issue / Activity


H M L)



(Signature/Date) Re-establish natural landscape and vegetation

Local indigenous plants will be utilised in the revegetation of the buffer zones along the water courses and will be used where possible in the other landscaping plantings.

Preference will be given to recreating the former natural vegetation of the site. The location and species composition of the native vegetation communities that would have occupied the site prior to clearing are provided in the Bushland Management Plan prepared by Ecology Partners Pty Ltd. The species lists provide the basis for revegetation of the site.

Preference shall be given to local provenance native species grown from seed collected nearby (Koehler and Miller 2003).

Ensure that any re-used topsoil excludes weed plant material or other wastes.

PM, C

Vegetation protection

A tree protection zone of at least 5 metres radius from the trunk of retained trees will be implemented during the construction phase. No construction activities will be undertaken within the tree protection zone.

Existing native vegetation that is to be retained on the site will be clearly identified by high visibility para-webbing or similar during the construction phase.

Vegetation clearing will be undertaken sequentially so that only the areas of the site being actively constructed are cleared at any one time.

Tree protection zones, buffer zones and any other areas identified for protection from construction machinery or other activities will be temporarily fenced with high visibility para-webbing or similar for the duration of the construction phase

C, SR

Fauna Preserve conservation value of existing watercourses

M Minimise sediment impacts to waters as detailed in Section 5.2; Rehabilitate disturbed areas with protective matting or mulch and planting appropriate

native plant species particularly near creeks and drainage lines as soon as possible following disturbance.

Provide of 30 metre wide buffer zones, measured from the usual summer water level of the water course, along creeks and drainage lines.

Fertilizer must not be used within the buffer zones along the water courses If possible retain existing vegetation that is providing habitat for native fauna. Trees for removal must be inspected by a suitably qualified and authorised ecologist

for the presence of native fauna up to four weeks prior to the scheduled removal. Where the presence of fauna is identified the tree must be retained until such time as the Department of Sustainability and Environment (DSE) have been consulted and a decision made regarding the future of the tree and the fauna.

C, SR




Issue / Activity


H M L)



(Signature/Date) General In-stream structures shall be managed to allow for fish passage and unimpeded water

Fauna movement. Impacts to aquatic biota will be minimised through the selection of non-toxic grass

maintenance and weed control products and application techniques. Refer to the EIP for procedures.

PM, C, SR

Possible additional requirements TBA




5.7 Heritage and Archaeology This section to be completed following finalisation of indigenous and non-indigenous heritage assessment reports. The following procedures detail how impacts on the environment arising from construction activities involved in the development of the Eastern Golf Club are minimised in relation to the protection of indigenous and non-indigenous cultural heritage on site. Construction activities on site will cause significant disturbance to existing flora and fauna on site, and possibly in adjacent areas. The objectives are to ensure that all heritage and archaeological features are identified and then managed during the construction phase so that they are protected in accordance with the approved Cultural Heritage management Plan.




Issue / Activity


H M L)



(Signature/Date)

Further archaeological assessments shall be conducted prior to the commencement of construction works. The subsequent reports should be referred to for information and management requirements, and this CEMP reviewed accordingly.

Indigenous Heritage

In the event that any suspected aboriginal relics or sites are encountered during works all work in the vicinity of these areas shall cease and advice shall be immediately sought from suitably experienced and qualified heritage consultants.

Requested advice is to include procedures for appropriate interim management measures.

Works shall not recommence until the finding has been reported to Aboriginal Affairs Victoria and the issue resolved in accordance with regulatory requirements.

Experienced and qualified heritage consultants shall conduct reporting and consultation. Ensure all workers are trained in the identification of heritage and archaeological items

and sites. It should be noted that all aboriginal relics and sites are protected by regulation,

regardless of whether or not they are listed items. Information on typical aboriginal sites and relics is included in the Cultural Heritage Management Plan (CHMP) prepared by Tardis Enterprises.

Non-Indigenous Heritage

Further information to be included as necessary




5.8 Occupational Health and Safety The following procedures detail how impacts on the site environment arising from construction activities involved in the development of the Eastern Golf Club are managed so as to maintain a safe environment for all staff, visitors and neighbours on and adjacent to the site. Construction activities are a major source of occupational injuries, and the objectives are to ensure that all construction and site risks are identified and activities managed to minimise the risks to the safety of workers and site visitors during the construction phase so that there are no reportable accidents or incidents. In the event of an incident, the objective is for it to be managed and resolved as quickly as possible and with the minimum impact to human health and the environment.




Issue / Activity


H M L)



(Signature/Date) Occupational Health & Safety

H The Contractor or his agents shall, so far as is practically possible, provide and maintain for employees and its agents or the agents of the Principal and the Superintendent, a work site environment that is safe and without risk to health.

A Project Management Plan shall be prepared and submitted to the Superintendent prior to the commencement of works. The Project Management Plan shall include O H & S procedures relating to Plant Safety, workers safety, Public safety and control of sub-contractors and shall be instituted as a minimum requirement under this contract. The O H & S element shall encompass the requirements of the O H & S Act, 1985 and shall provide for prompt notification to the superintendent of any accident or injury occurring at the site.

The Project Management Plan shall incorporate the minimum requirements of the site safety procedures

Occupational health and safety procedures shall be prepared for all activities. Conduct induction training in respect of OH&S for all staff and maintain records for all

employees who have undergone OH&S induction training

C, SR

Provide a safe working environment

H Investigate staff concerns All staff should be involved in a process of ongoing hazard identification, Use inspection documentation such as hazard identification checklists Carry out risk assessments on hazards and establish appropriate control measures Use appropriate safety alerts Provide sufficient OH&S equipment (e.g. first aid kits and emergency showers in

appropriate locations). Undertake site safety audits, workplace inspections and monitoring of the worksites Undertake regular emergency drills Wear and use protective equipment appropriate to tasks being undertaken Ensure there is sufficient signage regarding first aid locations, emergency procedures and

contact details for first aid officers Keep a register of hazardous substances used and ensure all containers are labelled Ensure palatable source of water is available for all staff. Ensure adequate eating/rest areas are provided for staff. Ensure suitable sanitary facilities are provided for staff. Ensure first aid officers and facilities are available for staff

C




Issue / Activity


H M L)



(Signature/Date) Occupational Health & Safety

Procedures At all times during the progress of works the contractor shall ensure that his nominated person responsible for safety on site or his deputy is in attendance

The safety officer or his deputy on site shall be vigilant in monitoring the adherence to the work practices as stipulated by the Victorian WorkCover Authority and the Project Manager.

Before starting excavation work exceeding 1.5 metres where utilities (water, sewer, gas, electrical or other services) are to be installed or worked on, a "Notice of Intention to Excavate" must be submitted to WorkCover before work commences (faxed to 03 9628 8155 or 03 9628 8199)

A person (nominated on the "Notice of Intention") who has completed a recognised excavation supervisor's course or holds the old Mine Manager's Certificate must be in charge of the excavation work

An investigation is conducted for any underground services where excavation is to be made (e.g. Contact 'Dial Before You Dig' on 1100 or via the website Dial Before You Dig)

A check must be conducted for overhead powerlines close to the proposed excavation (distance requirements are recommended by the Office of the Chief Electrical Inspector)

Appropriate workplace practices shall include, but not be limited to:- 1. Installation and maintenance of safety warning signs at all regularly used access points to

the site. 2. All excavations and trenches shall be inspected by the Contractor's representative each

day before workmen enter. 3. All trenches and pits greater than 1.5 metres in depth must be shored unless investigation

by the Contractor and Superintendent establishes that it would be safe not to do so. Provision shall be made for ease of entry to and exit from all trenches.

4. All excavations are to be marked with barricades and if required, advance warning signs. Steady red lights shall be provided at night and at weekends. Fixed barriers shall be used when excavations are close to footpaths. Where access cannot be effectively denied all trenches, excavations and pits must be covered.

5. All excavations of 1.5 metres depth or greater if left unattended at any time shall be barricaded with para webbing (or other approved equivalent) around its entire perimeter.

6. All excavations less than 1.5 metres deep, if left unattended at any time, shall be barricaded at least with safety tape

C, SR




Issue / Activity


H M L)



(Signature/Date) 7. All trenching in areas likely to be used by the public shall as well as being barricaded as

described above, have appropriate flashing lights in accordance with WorkCover requirements).

8. Trenches 1.5 metres or deeper shall have shields installed progressively and as soon as possible after excavation. As a general rule, the length of unshielded trench of greater than 1.5 metres depth shall not exceed 1.5 times the length of the shields being used on the project. Trenching shall not proceed if this requirement is not met.

9. Excavation of trenches of 1.5 metres deep or greater shall not proceed unless sufficient shields are on site and available to enable all open excavations to be shielded at the end of the day’s work.

10. The site is to be inspected at regular intervals and in particular at the end of the working day by the Site Safety Officer or his deputy, to check that the above requirements and all other safety requirements have been met prior to leaving the site.

11. It is essential that the responsible Safety Officer or his Deputy maintains a site log that records the safety procedures and inspections carried out during and at the end of the day’s work. This log shall be available at the site during all working hours and is to be available for inspection at regular site meetings. The minimum details to be recorded daily in the Site Log, shall include a) The name of the Safety Officer together with arrival and departure times b) If the Deputy Safety Officer is left in charge, his name together with arrival and departure times c) A description of the site conditions. d) A description of the work for the day detailing type of work, the location of each operation and the safety measures taken to protect the site personnel and visitors. e) Name and address of all visitors entering the work site and verification that they have been advised of any safety requirements of the site.

12. Failure of the Safety Officer or his Deputy to maintain the above practices and to maintain the appropriate log will be considered as a severe breach of safety procedures, which will require remedial action to be taken by the contractor and may, at the discretion of the Superintendent, require that the Contractor appoint an alternative Safety Officer.

Sites not conforming to the minimum safety requirements may be closed down by the WorkCover Authority or Project Manager.




Issue / Activity


H M L)



(Signature/Date) Emergency and Incident Response

General H An incident response and reporting procedure shall be prepared for the site. All staff will report every emergency incident to the site manager as soon as practicable. Coordinate incident response and ensure incident is resolved. Ensure incident is resolved and recorded. An incident report form is included in Appendix

QQ. Review incidents and response actions with a view to minimising reoccurrence of incidents

through site practices, procedures and staff training.

C, SR

Spills H Prevent and stop spills at the source if possible. All chemical spills to be contained and cleaned up as soon as practicable. Spill kits to kept onsite at all times. Unidentified materials are to be treated as hazardous with respect to environmental and

occupational health and safety risks, and appropriate advice sort and action taken. Install bunds and dams upstream of environmentally sensitive areas. Store pollution control equipment close to areas with a high risk of pollution occurring or

environmental sensitivity.

C

Reporting M Report incidents to the EPA where non-compliant offsite impacts to air or waters occur, especially impacts to the Yarra River

C, PM

Complaints M Establish nature of complaint and record details of complaint in the incident register. Note details of complainant, time, date of incident, nature of problem, outcome of resulting

investigation, solution to problem and name of person dealing with complaint. Coordinate complaint response and ensure problem is resolved. Respond back to the complainants to inform them of the outcome of a complaint

investigation.

PM, C




5.9 Environmental Performance Surveillance, Auditing and Reporting The following procedures detail how surveillance, monitoring, auditing and reporting on the impacts on the site environment arising from construction activities involved in the development of the Eastern Golf Club are managed so as to minimise environmental impacts and achieve environmental regulatory compliance. The objectives are for surveillance to be conducted regularly to detect any site issues and to provide a mechanism for improving environmental controls, to put in place monitoring programs to detect any non-compliant impacts to the environment, and to ensure that any air, water, soil and noise pollution is below regulatory and best practice limits.




Issue / Activity


H M L)



(Signature/Date) Monitoring

Inspection and Surveillance

Routine inspections, monitoring and cleaning of the stormwater system, including all sediment controls, are to be conducted, on weekly basis and during or after wet weather events.

Weekly site surveillance shall be conducted to check the integrity and effectiveness of environmental controls and practices. Refer to the checklist included in Appendix GG

Noise monitoring will be conducted via observations and the review of any complaints received from surrounding residential areas or regulatory authorities.

Dust emissions will be monitored via personal observations and the review of any complaints received from surrounding residential areas or regulatory authorities.

Establish performance measures and targets for reduce, reuse and recycling as part of waste management.

All chemical storage devices checked for spills leaks and any damage to containment. Daily inspection of litter on site. Daily inspection of nearby waterways and drainage lines.

Monitoring Pre-construction, construction and post-construction water quality monitoring shall be conducted in the Yarra River and any other designated watercourse.

Any discharge from sediment ponds or basins will be tested prior to discharge. Refer to EIP.

Groundwater monitoring shall be conducted upon commencement of irrigation activities. Refer to EIP

Corrective Action

Corrective action shall be implemented immediately following surveillance or monitoring as required.




Issue / Activity


H M L)



(Signature/Date) CEMP Review and Audits

A review of this CEMP shall be conducted following progression of the detailed design and prior to the tendering.

Review of the CEMP following significant changes to construction activities on site i.e. when one stage has been completed and another area of the site is about to commence.

A review of this CEMP and auditing of environmental management procedures shall be conducted following the commencement of works. Thereafter auditing shall be conducted at 6 monthly intervals until the completion of the construction liability period (i.e. handover of site maintenance to the golf course operations manager).

The CEMP shall be reviewed in light of findings from monitoring and surveillance to address any deficiencies. Any changes shall be translated into the OEMP if appropriate.

Contractors shall conduct environmental performance audits.

Reporting Effective communication between project managers, superintendent representatives, environmental officers and contractors is a key aspect to the effective delivery of the environmental management program and as such regular project team meetings will be held.

Reports from incidents, weekly surveillance, monitoring and audits shall be prepared and tabled at project team meetings for information and action.

Non-compliances shall be recorded and a corrective action order issued to the responsible contractor as soon as possible.

Refer to EIP for reclaimed water and irrigation reporting requirements.

PM, C, SR C, SR SR

General Ensure maintenance and inspection procedures are adequate. Record details of incidents and the corrective actions taken. Record details of complaints and the corrective actions taken.

C, SR C C




APPENDIX A

Golf Course Masterplan




EASTERN GOLF CLUB YERING VICTORIA AUSTRALIA

LAYOUT PLAN




APPENDIX B

Stormwater Flow Routing Plans

Existing Conditions Proposed Conditions Proposed Conditions During Construction




EASTERN GOLF CLUB

YERING VICTORIA AUSTRALIA




APPENDIX C

Site Environmental Management Plans




APPENDIX D

Inspection and Surveillance Checklist




EASTERN GOLF COURSE - CONSTRUCTION ENVIRONMENT MANAGEMENT PLAN

Weekly Construction Inspection and Surveillance Checklist

Date of Inspection: __________________________ Inspection Conducted by: ______________________________

Item Complies (Y/N)

Corrective Actions / Maintenance Required

Corrective Action / Maintenance Completed (Signature/Date)

Stormwater Management

Sediment controls are installed in adequate locations to minimise sediment runoff (stockpiles, stripped areas)

Sediment controls are functioning well and in good condition (check piping under hay bales & filter fences)

Sediment controls are clear of debris.

Sediment ponds and basins are adequate and discharge controlled to minimise sediment runoff.

There are enough sediment controls.

Stockpiles are managed to minimise sediment runoff and dust emissions.

Exposed surfaces are sealed or revegetated as soon as practicable.

Surfaces left in a roughened condition to encourage infiltration and minimise runoff

There are no erosion issues.

There are no identified water quality issues (e.g. sediment runoff, turbid water, algal blooms, oil sheens).

Roads and vehicles are managed to minimise mud tracking.

Bunds and storage areas are away from drainage lines and well maintained.

Contaminated areas are barricaded off, tested and remediated as required

A spill kit is available and well stocked.

Litter Management

The site is clean and tidy.

Bins are provided and emptied and there are no issues with litter.

Air Quality

Dust suppression of exposed surfaces and stockpiles is adequate.

Vehicles and plant are maintained to manufacturers specifications.

Vehicle wash down area in operation

Vehicles and plant are turned off when not in use.




Item Complies (Y/N)



Traffic

Vehicles are using defined and managed haul roads.

Vehicles and plant are parked / stored in dedicated areas away from drainage lines and trees.

Flora and Fauna

Vegetation to be retained is adequately protected. Fill material is not placed close to or pushed up against the base of trees and shrubs

Buffer zones and sediment controls for Yarra River, flood plain, drainage lines and farm dams are adequate.

Fencing (high visibility para-webbing) of tree protection zones, buffer zones etc are maintained

Waste Management

Reusable and recyclable materials are separated and reused onsite or sent for offsite reuse

Recycle facilities are provided, maintained and emptied

All bins and receptacles are in a clean and tidy condition and free from offensive odour.

Hazardous Materials

Storage is in accordance with the manufacturer’s specifications and the relevant MSDS.

Oils, fuel and other chemicals are stored in sufficiently sized bunded areas

Correct warning signs and emergency telephone contact numbers are in place

Occupational Health & Safety

Induction training for all employees carried out where necessary and records updated

OH&S equipment (e.g. first aid kits and emergency showers) provided in appropriate locations

Appropriate Personal Protective Equipment provided and being used by all workers




Item Complies (Y/N)



Site facilities (toilet, lunchroom, drinking water, first aid) are provided and meet all requirements

Safety Records prepared and maintained

Checklist Reviewed by: ___________________________

Date: ________________________

Comments:




APPENDIX E

Environmental Weeds in the Shire of Yarra Ranges

Construction Environmental Management Plan€¦ · · 2012-10-05THE EASTERN GOLF CLUB, YERING 17...

Documents

Transcript of Construction Environmental Management Plan€¦ · · 2012-10-05THE EASTERN GOLF CLUB, YERING 17...