Download - BUND WALL, LANDSCAPING REHABILITATION PLAN
H U O N
BUND WALL LANDSCAPING
AND VEGETATION MANAGEMENT PLAN
(BWLampVMP)
AND REHABILITATION PLAN
FOR
SRC PROPERTIES PTY LTD
PATONS LANE RESOURCE RECOVERY CENTRE
ORCHARD HILLS
20 July 2017
Rodney Cox BLArch MEnvStud
Environmental Landscapes
Design Construction Maintenance Restoration
31 Jones Road Kenthurst NSW 2156 0413 514 740
ABN 55 637 015 284
Final
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 2 Patons Lane Resource Recovery Centre Orchard Hills
TABLE OF CONTENTS PAGE 10 Introduction and Executive Summaryhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip5 11 Purpose of Planshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip5 12 Overviewhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip5 13 Management Plan Frameworkhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip6 14 Statement of Aims and Objectiveshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip8 15 Scope of Site Works and Activities Included in Stage 1helliphelliphelliphelliphelliphelliphelliphelliphellip9
16 Scope of Site Works and Activities Included in Site Establishment and Construction of the Recycling and Reprocessing Areahelliphelliphelliphelliphelliphelliphelliphelliphelliphellip10
17 Scope of Site Works and Activities Included in Site Establishmenthelliphelliphelliphelliphellip10 18 Scope of Site Works and Activities Included in the Construction
of the Recycling and Re-processing Area (RRA)helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip14 19 Scope of works included in operation of Stage 1helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip15 110 Project Approval and Consent Conditionshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip17
20 Site Descriptionhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip26 21 Location and Ownershiphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip26 22 Abiotic Factorshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip26 221 Climatehelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip26 222 Geology and Soilshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip26 223 Topography and Aspecthelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip26 224 Catchment and Drainagehelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip26 225 Erosionhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip26 226 Acoustics and Scenic Amenityhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip27 23 Biotic Factorshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip27 231 Florahelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip27 232 Faunahelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip27 24 Condition of Bushland and Weedshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip28 241 Site Resilience helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip28 242 Causes of weed invasionhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip29
243 Weed Management Zoneshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip30 244 Weedshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip30 30 Site Management helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip31 31 Zone 1 Conserve areas of moderate resilience - Riparian Zonehelliphelliphellip31 32 Zone 2 Restore and rehabilitate areas of low resilience ndash Property Boundarieshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip31 33 Zone 3 Maintain and control weeds in grazingquarry areas of no resiliencehelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip32 34 Erosion Strategyhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip32 341 Overland water flow across disturbed bushland areas and cleared areashelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip33 342 Storm water runoff along bio swales and dam overflowhelliphelliphelliphellip33 343 Storm water runoff down roadways and drainage swaleshelliphelliphelliphellip33 35 Fencing Strategyhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip33 351 Protective Fencing ndash Exclusion and site delineationhelliphelliphelliphellip34 352 Erosion and Sediment Fencinghelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip34 353 Vegetation Fencinghelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip34 36 Weed Management Strategyhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip34
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 3 Patons Lane Resource Recovery Centre Orchard Hills
361 Management of Causes of Weed Invasionhelliphelliphelliphelliphelliphelliphelliphelliphelliphellip35 362 Management of Weed Removal and Encouragement of Natural Regenerationhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip35 37 Site Establishment ndash Rehabilitation and Landscapinghelliphelliphelliphelliphelliphelliphelliphelliphellip36 38 Stage 1 Landform Rehabilitation and Landscaping Planhelliphelliphelliphelliphelliphelliphelliphellip47 381 Hydromulching Techniqueshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip48 39 Dust management Strategieshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip49 40 Maintenance Monitoring and Key Performance Indicatorshelliphelliphelliphelliphelliphelliphelliphelliphellip50 50 Restoration Works Programhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip52 60 Restoration Works Budgethelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip53 70 Plan Review and Modification Procedureshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip57 80 Summary and Conclusionhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip57 List of Tables Table 1A Project Approval and Consent Conditions BWLampVMPhelliphelliphelliphelliphelliphelliphelliphelliphellip17 Table 1B Project Approval and Consent Conditions Rehabilitation Planhelliphelliphelliphelliphelliphellip23 Table 2 Causes of weed invasionhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip29 Table 3 Weeds on site at time of inspectionhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip30 Table 4 Addressing causes of weed invasionhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip35 Table 5 Revegetation Species Listhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip46 Table 6 Hydromulching Seed Mix Listhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip48 Table 7 Key Performance Indicatorshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip52 Table 8 Restoration Works Programhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip52 Table 9 Restoration Works Budgethelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip54 List of Figures Figure 1 Management Plan Frameworkhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip7 Figure 2 Management Plan Approval Processhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip7 Figure 3 Site Establishmenthelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip12 Figure 4 Recycling and Reprocessing Areahelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip14 Figure 5 Cell 1 General Layouthelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip16 Figure 6 Indicative Emplacement and Cell Rehabilitation Staging helliphelliphelliphelliphelliphelliphelliphelliphellip38 Figure 7 Stage 0 Operations from the FMPPRhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip39 Figure 8 Northern Face Typical Sectionshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip40 Figure 9 Indicative Deconstruction of the Eastern Facehelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip40 Figure 10 Rehabilitation Status Following Site Establishmenthelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip42 Figure 11 Final Landform and Landscaping helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip43 Figure 12 Schematic Landscape Plan Appendix 3 MPPRhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip44 Figure 13 Native Plant Revegetation Planting Matrix helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip45
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 4 Patons Lane Resource Recovery Centre Orchard Hills
Appendices Page
1 Site Establishment ndash Rehabilitation and Landscaping Plan 58 Drawing No PL201709A dated 10 January 2017
2 Landform and RehabilitationLandscaping Plan 61 Drawing No PL 201710A dated 10 January 2017
Attachments
1 Approval from DPampE to Stage Plan 62
2 Approval from DPampE for Huon Designs to undertake Plan 66
3 GHD Plans and Cross sections for Bund Reshaping 81 and Related Works
4 Survey of Riparian Zone and DPI Water policies and guidelines 96
5 Report on EEC Impacts Project Approval 109 Document Schedule 6 Condition 5 c
6 Reconciliation of the Requirements of Schedule 7 of 114 the Project Approval
7 Response from Agency Consultation 113
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 5 Patons Lane Resource Recovery Centre Orchard Hills
10 INTRODUCTION AND EXECUTIVE SUMMARY Rodney Cox of Huon Designs has been engaged by SRC Properties Pty Ltd (SRC) to provide a Bund Wall Landscaping and Vegetation Management Plan (BWLampVMP) and a Rehabilitation Plan for the proposed Resource Recovery Centre at Patons Lane Orchard Hills 11 Purpose of Plans The specific purpose of the attached plans and report is to address and fulfill the Project Approval Consent Conditions of MP09 0074 as outlined in Tables 1A and 1B below which also identify where each of the consent conditions is addressed in this Plan The two plans have been combined for ease of reference given the overlap of issues and documents relating to the two respective plans The BWLampVMP and Rehabilitation Plan (the ldquoPlanrdquo) comprises three documents including this report Site Establishment ndash Rehabilitation and Landscaping Plan Drawing No PL201709A dated 10 January 2017 and Landform and RehabilitationLandscaping Plan Drawing No PL 201710A dated 10 January 2017 (Appendices 1 amp 2 respectively) These plans and report acknowledge incorporate and further develop the following relevant approved plans and reports in the project approval Further Modified Preferred Project Report (FMPPR) Schematic Landscape Plans and Schedules as prepared by Richard Lamb and
Associates Flora Assessment dated September 2009 prepared by Geoff Cunningham and
Response to Point 1(e) Short Minutes of Order 12 May 2011 Fauna Assessment dated September 2009 prepared by Aquila Ecological Surveys
12 Overview
Located in Orchard Hills NSW Patons Lane Resource Recovery Centre (lsquothe sitersquo) is a
resource management facility within the former Erskine Park Quarry owned by SRC
Properties Pty Ltd (the PrincipalProponent) approved for the landfilling of commercial
and industrial (CampI) and construction and demolition (CampD) waste types (which are
classified as general solid (non-putrescible) waste) Project Approval MP09_0074 was
granted in August 2012
The objectives of the Orchard Hills Waste and Resource Management Facility are to provide
a facility to assist the NSW Government to meet the recycling targets for CampI and CampD
waste to recover a high proportion of clayshale resources for the brick and construction
industry to receive and emplace wastes and residuals from the on-site recycling and to
progressively rehabilitate a disused quarry to re-instate the agriculturally productive land
consistent with the surrounding lands
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 6 Patons Lane Resource Recovery Centre Orchard Hills
13 Management Plan Framework
The Project Approval requires that this Plan and other plans of management be approved by
the Department of Planning and Environment (DPampE) prior to the commencement of the Site
Establishment works and activities (ie construction works) Additionally verification of
these Plans and other documentation is required via the Pre-Site Establishment Audit process
prior to the commencement of any Site Establishment works These Plans have been
developed to acquit these requirements and once approved by DPampE are required to be
attached to the Landfill Environmental Management Plan (LEMP) which will provide the
overarching environmental management framework for the project Once completed and
verified by the Pre-Site Establishment Audit the Proponent can proceed to commence the Site
Establishment works These requirements are set out schematically in Figures 1 and 2
Additional Plans are required to be approved and verified via a separate Pre-Operational
Compliance Audit which must be completed prior to the commencement of operations (ie
the receipt of any waste materials)
Given the long term nature of the project (25 years) approval was obtained from DPampE
pursuant to Condition 32 of Schedule 3 of the Project Approval to submit all but two Plans in
stages with Stage 1 defined as being works and activities up to the completion of the
extraction of Cell 1 which is estimated to take 5 ndash 7 years These Stage 1 Plans will need to
be updated prior to undertaking subsequent Stages 2 and 3
The other two plans required to be submitted prior to the commencement of Site
Establishment works have been prepared to cover Site Establishment works including the
construction of the Recycling and Re-processing Area which are expected to take 18 months
to complete The scope of the Site Establishment works Construction of the RRA and Stage
1 works and activities are set out in further detail below
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 7 Patons Lane Resource Recovery Centre Orchard Hills
Figure 2
Additional Plans required to be incorporated in the LEMP
ConstructionTrafficManagementPlanandBridgeInvestigation
SiteEstablishmentNoiseManagementPlan(SENMP)
Landfill Environmental Management Plan
Plans to be incorporated in the LEMP QuarryOperationManagementPlan DetailedEngineeringPlans AsbestosandContaminationManagementPlan AirQualityandGreenhouseGasManagementPlan SoilWaterandLeachateManagementPlan FireandEmergencyManagementPlan RehabilitationPlan LandfillEnvironmentalManagementPlan
ConstructionQualityAssurancePlan BundWallLandscapingandVegetationManagement
PlanandRehabilationPlan
Plans Covering Stage 1 of the Project ndash (construction works and operation for 5-7
years)
Plans Covering Site Establishment works and construction of the RRA (ie construction works only ndash no operations ndash first 18 months of the
j )
Management Plan Approval Process
Proponent Consultation with Agencies in development of Plans
Submission of Plans to DPampE
DPampE Approval of Plan
Inclusion of Plans in Audit Documentation Pre-Site Establishment Audit Completed
Lodgement of Audit with DPampE Site Establishment works can commence
Figure 1
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 8 Patons Lane Resource Recovery Centre Orchard Hills
14 Statement of Aims and Objectives
The aim of the Plan is to provide the technical detail required for SRC Properties Pty Ltd to protect conserve and enhance the native plant communities in the area The life of the project is estimated at 25 years and at the end of its operation and restoration it will be returned to pasture land and native bushland as intended in the FMPPR In keeping with the intent of the FMPPR the aim is to restore and maintain any disturbed areas This will minimize the impact of the proposed development on the sitersquos surrounding natural ecosystem and the adjacent land uses The aim of the plan is to ensure the development has positive impacts on the visual amenity of the area and the health of the vegetation communities within the area now and into the future The objectives of this plan are to identify the abiotic and biotic factors relating to the site in order to discuss the management strategies required to satisfy the Project Approval Consent Conditions satisfy the aims identified above with reference to managing existing and new native
vegetation areas weed and erosion threats final land use and visual aesthetic amenity provide a framework to implement maintain and monitor the rehabilitation of the site
There are two key vegetation communities associated with this site They are the Cumberland Plain Woodland (CPW) and the River Flat Eucalyptus Forest (RFEF) The Cumberland Plain Woodland is primarily located in Commonwealth Defence Department land to the west south west and south of the site It is an Endangered Ecological Community (EEC) and remnant species still exist on site They occur where the land has been undisturbed by previous quarry operations along the property boundaries and in the vicinity of Blaxland Creek The River Flat Eucalyptus Forest is also an Endangered Ecological Community and occurs in the northwest corner of the site It is the vegetation community associated with the riparian zone of Blaxland Creek
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 9 Patons Lane Resource Recovery Centre Orchard Hills
15 Scope of Site Works and Activities Included in Stage 1
The Department of Planning and Environment approved the lodgement of all but two
management plans on a staged basis Stage 1 is defined as being up to the completion of
excavation of Cell 1 which includes all Site Establishment works and Cells 1A 1B and 1C
Management plans will be updated in future prior to additional works being commenced
(such as Cells 2 and 3) which constitute stages 2 and 3
Stage 1 works and activities are made up of the following components
Site Establishment works and activities
Construction of the Recycling and Reprocessing Area (RRA)
Operation of the Landfill and the RRA and cell construction up to the completion of
the excavation of Cell 1 (made up of Cells 1A 1B and 1C)
Stage 1 is expected to take 5-7 years to complete It is confirmed that Plans for Stage 1 have
been prepared based on the impacts of the above activities being carried out on a full
operational level ie up to the maximum permitted tonnages and vehicle movements as
permitted by the Project Approval which are summarised below
Hours of Construction Monday to Friday 7am to 6pm and Saturday 8am to 2pm General Operating Parameters
Total input up to 450000 tonnes per annum (tpa)
Waste recycled up to 350000 tpa
Waste landfilled up to 205000 tpa
Heavy Vehicles up to 250 heavy vehicle movements per day
Maximum resource export rate 160000 tpa
Maximum stockpile height RL 54 m AHD
Construction 10 ndash 15 people
Operation 20 people full time plus up to 10 part-time contractors
Hours of Operation
MondaytoFriday7amto6pmand
Saturday8amto2pm
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 10 Patons Lane Resource Recovery Centre Orchard Hills
16 Scope of Site Works and Activities Included in Site Establishment and Construction of the Recycling and Reprocessing Area
These construction activities are expected to 18 months to complete and will be carried out
within the following parameters
Hours of Construction
Monday to Friday 7am to 6pm and Saturday 8am to 2pm
Personnel
Construction 10 ndash 15 people
17 Scope of Site Works and Activities Included in Site Establishment
The site establishment works and activities are as follows
Constructionshaping of the northern face and much of the eastern face to their
final rehabilitated landform and landscaping of those faces
Construction of the northern face will be achieved through the following
Reshaping the existing northeastern and northwestern bund walls by reducing
its height in some areas raising its height in other areas to create an even
northern face with a maximum elevation of 53 m AHD and a more gentle
northerly slope than currently exists The new northern face and acoustic mound
will provide acoustic protection for the earthmoving and landfilling
equipmentvehicles operating within Cells 1 and 2 The acoustic mound will be
removed at the conclusion of capping in Cell 2 when it is no longer needed for
acoustic protection
Areas to the north of the acoustic mound will be regraded to their final
rehabilitated landform with slopes of approximately 5 Final landscaping of
these areas will occur during site establishment
Partial rehabilitation of the existing southern and southwestern bund walls through the
reduction in the elevation to an approximate elevation of between 57 m AHD and 58
m AHD such that they will not be visible from any residence within The Vines
Estate Once re-shaped the surface and adjoining batter slopes will be revegetated
Upgrading and sealing of Patons Lane and upgrading the entrance to the site
(from Patons Lane) together with the refurbishment of the existing dual
weighbridge and associated office
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 11 Patons Lane Resource Recovery Centre Orchard Hills
Site preparatory works within the recycling and re-processing area to create the required landform and
create a suitable pad for the materials recycling facility warehouse and mobile recycling equipment
Construction and commissioning of the on-site wheel wash facility
Upgrading and sealing the internal road network beyond the proposed wheel wash facility to the
exit point from the recycling and re-processing area
Building and construction works and infrastructure works as shown in Figure 3 below
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 12 Patons Lane Resource Recovery Centre Orchard Hills
Figure 3 ndash Site Establishment
Source ndash Figure 26 Further Modified Project Report
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 13 Patons Lane Resource Recovery Centre Orchard Hills
These works and activities will be undertaken generally in the order set out below
(and referenced on Figure 3) noting that the scheduling of specific works will be
dependent on factors such as weather commercial factors including contractor
availability specific logistical requirements and many other issues and will vary
accordingly In addition many of the works and activities will need to be undertaken
simultaneously
1 Construct Surface Water Controls (integrate dams as required) 2 Excavation of stockpiled ClayShale and Construct Northern face (external and
Internal slopes)
3 Regrading shaping areas north of the Northern Face
4 Dewatering of quarry void 5 Landscaping Northern Face
6 Construct Track for Transgrid Access 7 Construct Raw Material Stockpiles 8 Excavate Recycling and Re-processing Area to 48m AHD to 49m AHD Extraction of
clay to form required landform 9 Clay Shale Extraction in Cell 1A then 1B and 1C 10 Install Leachate Riser and Drainage Layer in Cell 1A and then 1B 11 Construct Initial Leachate Evaporation Pond 12 Construction of Recycling and Re-processing Area infrastructure (see Figure 2
overleaf for details) 13 Maintain Height of the Eastern Face of 57m to 58m AHD (outer slope reduced
for landscaping)
14 Construct re-establish Dam 3 (3AampB)
15 Construct re-establish Dam 4 (4A) 16 Construct re-establish Dam 5(5A)
17 Construct Dam 6
18 Establish Contingency Stockpile Area
19 Upgrade Internal Road Network [sealed]
20 Upgrade Internal Road Network [unsealed]
21 Construct Wheel Wash Facility
22 Upgrade Site Entrance
23 Upgrade Existing Weighbridges
24 Upgrade Existing Weighbridge Office
25 Construct Car Park
26 Construct Office
27 Reduction in Height from Southwestern Face 28 Establish Workshop Area 29 Construct Acoustic Mound
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 14 Patons Lane Resource Recovery Centre Orchard Hills
18 Scope of Site Works and Activities Included in the Construction of the Recycling and Re-processing Area (RRA)
The management plans have been based on the impacts of the construction of the entire RRA The layout of the RRA is set out below at Figure 4 These items are largely buildings and structures that will be subject to Construction Certificates BCA regulations and Occupation Certificates certified by an approved certifying authority Figure 4
Source ‐ Figure 28 from Further Modified Project Report
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 15 Patons Lane Resource Recovery Centre Orchard Hills
The infrastructure permitted to be constructed as part of the in the Approved Development in the RRA will be undertaken generally in the order set out below (and referenced on Figure 4) noting that the scheduling of specific works will be dependent on factors such as weather commercial factors including contractor availability specific logical requirements and many other issues and will vary accordingly In addition many of the works and activities will need to be undertaken simultaneously
1 Drainage works 2 CampI Storage and Reprocessing Building
3 Product Bays
4 Delivery Area - concrete apron
5 Small Dam
6 Road network
7 External CampD waste stockpile area 8 External CampD Waste processing area
9 Recycling facility Warehouse 10 Large Items Shed 11 Office
19 Scope of Site Works and Activities Included in the Operation of the Landfill and
Recycling and Reprocessing Area and cell construction up to the completion of the excavation of Cell 1
These works and activities are included in Stage 1 and will be undertaken following the
completion of the Site Establishment works (subject to confirmation via Pre Operation
Compliance Audit) and once the Recycling and Reprocessing Area is constructed (subject
to an occupation certificate) and is operational
The specific works and activities are the
Emplacement of wastes into Cell 1A Construction of Cell 1B and 1C including the selective extractive operations to
extract the clay shale resource and related stockpiling activities Receipt and processing of wastes in the RRA with residuals being emplaced in Cell
1A and 1B
Figure 5 overleaf shows the general arrangement of Cell 1
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 16 Patons Lane Resource Recovery Centre Orchard Hills
Figure 5 ndash Cell 1 General Layout
Source ndash Drawing GHD 21-25736-C003
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 17 Patons Lane Resource Recovery Centre Orchard Hills
110 Project Approval and Consent Conditions Table 1 below details the specific Project Approval Consent Conditions and where they have been addressed It is the intention that this proposed plan will surpass the requirements of the approval in terms of positive environmental outcomes Table 1A Project Approval and Consent Conditions BWLampVMP
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440 BUND WALL LANDSCAPING AND VEGETATION MANAGEMENT PLAN (BWLampVMP) The Proponent shall prepare and implement a Bund Wall Landscaping and Vegetation Management Plan to achieve the final landform and landscaping in Figure 222 of the Further Modified Preferred Project Report (Ex Z in Appeal No 10928 of 2010) This plan must
It is noted that the DPampE provided approval to submit plans on a staged basis on 1 June 2016 An error was made in not including the BWLampVMP in this request A request was made to submit this plan on staged basis as permitted with the other plans as approved by DPampE on 12 November 2016 The DPampE approved the submission of the BWLampVMP on a staged basis on 12 December 2016 This correspondence is provided as Attachment 1 Accordingly this plan is being prepared on a staged basis as per the other plans ie it deals with Stage 1 which is the completion of Site Establishment Works and the completion of the excavation of Cell 1
440a be prepared in consultation with OEH EPA and NOW by a suitably qualified and experienced expert(s)
Huon Designs have been approved by the DPampE as suitably qualified experts in correspondence dated 31 August 2015 (see Attachment 2) This Plan has been forwarded to the following authorities for consultation NOW (this is the former New South Wales Office of Water ndash this Department is now known as DPI Water) The contact is waterreferralsdpinswgovau Attention John Galea EPA ndash Contact Kathy Falconer kathyfalconerepanswgovau wasteoperationsepanswgovau Office of Environment and Heritage (OEH) Note ndash Kathy Falconer is also the contact for consultation with OEH Penrith City Council ndash Contact Peter Wood Manager Assessments
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 18 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
PeterWoodpenrithcity Robert Craig Principal Planner RobertCraigpenrithcity Carlie Fulton Senior Environmental Health Officer carliefultonpenrithcity Note the project approval did not require the proponent to consult with PCC re the BWLampVMP However the proponent is required to consult with PCC re the Rehabilitation Plan so the Plan is being forwarded to PCC The agency comments (which were favourable) from PCC and DPI Water are attached as Appendix 7 Note EPA and OEH advised that they had no comments
440b be approved by the Director-General prior to the commencement of site establishment
This Plan has been submitted to DPampE following consultation with DPI Water EPA OEH and PCC
440c specify the staging milestones for implementation of landscaping works
This Plan is prepared for Stage 1 which is defined in Section 1 This staging is shown on Plans ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and ldquoLandform and RehabilitationLandscaping Planrdquo Drawing No PL 201710A dated 10 January 2017 attached to this report Staging Milestones for the Plans are based on the Stage 1 approved by DPampE
1 Site Establishment Works 2 Excavation and partial restoration of Cell
1 The works in this Plan cover the staging shown in the FMPPR Table 25 Indicative Emplacement and Cell Rehabilitation Staging up to year 5 (approximately) ie the completion of the staging of Cell 1 This is represented in Figure 210a Stage 0 Operations and Figure 221 Rehabilitation Following Site Establishment
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 19 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440d detail specifications for the approved removal reshaping andor landscaping of the bund walls
See Section 30 Site Managementin particular Section 37 Site Establishment ndash Rehabilitation and Landscaping Plan The detailed specifications implemented for the approved removal reshaping andor landscaping of the bund walls have been developed in accordance with the project approval based on the following high level project approval documents The FMPPR provides the requirements for the bund wall works as follows 1 Page 53 paragraph 4 2 Section 29 Existing Bund Wall
Managementrdquo also commencing on page 53 3 Section 23 Site Establishment page 16 4 Section 215 Rehabilitation 5 Figure 221 Figure 222and Attachment A in
Appendix 3 of the Modified Preferred Project Report (MPPR) Schematic Landscape Plans and Schedules
6 The resultant detailed specifications for the approved removal reshaping and design of the bund walls as required in the FMPPR and Site Establishment works are set out in Attachment 3 ndash GHD Plans and Cross Sections The landscape treatment of these bunds shown in the plans is set out in Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and in Section 30 and in particular Section 37 of this report
440e
specify riparian zone management within 50m of Blaxland Creek (measured from the top of the bank)
See Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and Section 30 of this report In particular Sections 31 Zone 1 Conserve areas of moderate resilience ndash Riparian Zone and Section 37 Riparian Zone management has been extended in places up to 100m in this plan The riparian zone is now defined as being 40m (measured from the top of the bank) pursuant to the Guidelines issued by DPI Office of Water (formerly NOW) in 2012
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 20 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440e (cont)
ldquoOn 1 July 2012 new rules commenced regarding controlled activities within riparian corridors The new rules amend the riparian corridor widths that apply to watercourses providing more flexibility in how riparian corridors can be used and making it easier for applicants to determine the Office of Water controlled activity approval requirementsrdquo These guidelines and related DPI Water documents have been followed in the formulation of this plan and the controlled activity approval application to be submitted to DPI Water for works carried out within the riparian zone DPI Water guidelines and policies are appended to this report as Attachment along with a survey defining the riparian zone
440f include measures to minimise native vegetation loss and additional tree planting to offset this loss
See Section 30 Site Management of this report In particular Sections 31 32 and 33 and Huon Design Plans ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and ldquoLandform and RehabilitationLandscaping Planrdquo Drawing No PL 201710A dated 10 January 2017 attached to this report
440g include a landscape plan identifying locations of planting and identifying species to be planted
See Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and Section 30 In particular Section 37 of this report
440h specify the use of only indigenous species propagated from local provenance seed
See Table 5 Revegetation Species List of this report
440i specify the measures which shall be undertaken to protect the EECs on adjacent lands (particularly to the southern and western boundaries of the site) in particular measures to
See Section 30 of this report In particular Section 37 Consultants have previously provided information on the impacts of dust surface water and groundwater upon the vegetation within the riparian zone and EEC within the conservation zone both on and off the Project Site See Attachment 5 (Consent Condition Schedule 6 Condition 5c This information has been used to assist developing strategies which are included
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 21 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
i) stabilize exposed soils ii) control of invasive weeds to prevent weeds from migrating to the EECs iii) prevent dust from impacting on the EECs iv) control sediment stormwater and surface run-off from impacting on the EECs v) prevent leachate from entering into the groundwater or migrating off-site and vi) include all of the above measures in corresponding management plans
in this plan protect the EECs on adjacent lands These issues are dealt with in section 30 of this Report and Section 40 Maintenance Monitoring and Key Performance Indicators of this Report See Section 30 of this report In particular Section 34 Erosion Strategy In addition see Soil Water and Leachate Management Plan - Audit Task 8 See Section 3 in particular Sections 31 32 33 and 36 Weed Management See Section 39 ndash Dust Management strategies In addition other dust management strategies relating to site operations not related to rehabilitation are set out in Audit Task 7 - Air Quality and Greenhouse Gas Management plan (AQampGGM Plan) and summarised in this Plan See and Section 34 andSoil Water and Leachate Management Plan Audit Task 8 and Landfill Environment Management Plan - Audit Task 18 See Section 34 which focuses on surface water control to keep surface water out of the leachate systems See specific reference in the Water and Leachate Management Plan Audit Task 8 and Landfill Environment Management Plan - Audit Task 18
440j identify protection measures for the vegetation and controls for each phase of the development
See Section 35 Fencing Strategy and Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
440k specify details of maintenance actions to ensure the vegetation is maintained at all times including
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 22 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
during the operations and for the post-closure period stipulated by the OEH and EPA
Note that post closure issues are not relevant for this Plan as it only required to deal with Stage 1 up to the end of the excavation of Cell 1
440l specify details of a monitoring and compliance program
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
440m require an annual review for inclusion in the Annual Environmental Management Review that reports on the performance of the landscaping and vegetation management including further recommendations to ensure the successful establishment of vegetation
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 23 Patons Lane Resource Recovery Centre Orchard Hills
Table 1B Project Approval and Consent Conditions Rehabilitation Plan
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
446 REHABILITATION PLAN The Proponent shall prepare and implement a Rehabilitation Plan to achieve the final landform and landscaping in Figure 222 of the Further Modified Preferred project Report (Exhibit in Appeal No 10928 of 2010) This plan must
It is noted that the DPampE provided approval to submit plans including this Rehabilitation Plan on a staged basis on 1 June 2016 This correspondence is provided as Attachment 1 This plan is being prepared on a staged basis as per the other plans ie it deals with Stage 1 ie the completion of Site Establishment Works and the completion of the excavation of Cell 1 Accordingly the works in this Plan cover the staging shown in Table 25 Indicative Emplacement and Cell Rehabilitation Staging up to year 5 (approximately) ie the completion of the staging of Cell 1 This is represented in Figure 210a Stage 0 Operations and Figure 221 Rehabilitation Following Site Establishment
446a be prepared by a suitably qualified expert whose appointment has been approved by the Director-General
Huon Designs have been approved by the DPampE as suitably qualified experts in correspondence dated 31 August 2015 (see Attachment 2)
446b be prepared in consultation with EPA NOW and Council
This Plan has been forwarded to the following authorities for consultation NOW (this is the former New South Wales Office of Water ndash this Department is now known as DPI Water) The contact is waterreferralsdpinswgovau Attention John Galea EPA ndash Contact Kathy Falconer kathyfalconerepanswgovau wasteoperationsepanswgovau Office of Environment and Heritage (OEH) Note ndash Kathy Falconer is also the contact for consultation with OEH Penrith City Council ndash Contact Peter Wood Manager Assessments PeterWoodpenrithcity
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 24 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
Robert Craig Principal Planner RobertCraigpenrithcity Carlie Fulton Senior Environmental Health Officer carliefultonpenrithcity The agency comments (which were favourable) from PCC and DPI Water are attached as Appendix 7 Note EPA and OEH advised that they had no comments
446c be submitted to and approved by the Director-General prior to commencement of the site establishment works
The Plan has been submitted to DPampE following results of consultation
446d define the objectives and criteria for rehabilitation and closure
See Sections 10 and 40 of this Report
446e comply with the minimum design specifications and operationalpost closure requirements in Schedule 7 unless specified by the EPA
Satisfied as detailed in Sections 10 38 and 40 of this Report In addition Schedule 7 of the project approval is attached to this report with details of where these requirements are addressed in various reports
446f identify the works required and the progressive timing to complete the rehabilitation of each part of the Project
See Section 30 of this report and Section 50 lsquoRestoration Works Programrdquo of this Report
446g investigate options for the removal of Dam 2 outside the riparian corridor as of the final landform once the operational purpose of the dam is complete
Not applicable in Stage 1 of the Plan
446h investigate options for the future use of the site
Not applicable in Stage 1 of the Plan
446i include provisions to monitor and manage settlement impacts during and after the operations
Not applicable in Stage 1 of the Plan except as interim preloading waste emplacement with stockpiles of quarried materials to minimize future settlement impacts See Section 40 of this report
446j describe the measures that would be implemented to achieve the specified objectives and criteria for the rehabilitation and closure
See Section 30 and Section 40 of this Report
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 25 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
446k calculate the cost of implementing these measures
See Section 60 ldquoRestoration Works Budgetrdquo of this Report
446l describe how the performance of these measures would be monitored over time
See Section 40 of this Report
446m address the issue of settlement post-closure and provide designs and ongoing maintenance procedures such as backfilling to maintain slope drainage and prevent ponding
See Section 40 of this Report and notes above in reference to 446i
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 26 Patons Lane Resource Recovery Centre Orchard Hills
20 SITE DESCRIPTION 21 Location and Ownership Patons Lane Resource Recovery Centre Lot 40 DP 738126 occupies an area of 60 hectares located at the end of Patons Lane Orchard Hills in the Local Government area of Penrith City Council The site is owned by SRC Properties Pty Ltd and is bordered to the west and south by bush land owned by the Commonwealth Defence Department and by private farming land to the north and east 22 Abiotic Factors 221 Climate The climate in the suburb of Orchard Hills has the historic recording associated with the western parts of the Sydney Basin and nearby Penrith The hottest days have been recorded in summer where temperatures can reach as high as 43 degrees celcius Winter temperatures can range from below freezing with occasional frosts to an average of 17 degrees celcius Rainfall averages about 800mm per annum but is often variable with the highest rainfall generally occurring in the late springsummer months 222 Geology and Soils The geology and soils of the Orchard Hills area is part of the Hawkesbury River flood plain and is typified by Wianamatta Shale soils This has resulted in relatively rich natural soils and abundance of underlying shale The valuable light-firing shale was the resource exploited in the previous quarry operations and is to be further utilized in the ongoing operations of the site The soil is dispersive and relatively erosive Large amounts of various fill materials have been imported onto the site and this will be reused in the operation of the landfill as cover material and capping material 223 Topography and Aspect The property has a predominantly neutral aspect as it has been almost totally impacted by previous quarry operations including the construction of surrounding bund walls The surrounding topography however is generally flat undulating with a slight southerly aspect Once complete the final landform will be a low hill with grades of 2-10 224 Catchment and Drainage The property is part of the Blaxland Creek Catchment that ultimately drains into the Hawkesbury-Nepean Catchment Very little of the current site drains off the property as it is contained by the surrounding bund walls and collected in existing dams The north and west perimeter of the site drains into Blaxland Creek The south and east drain into the depression running east alongside Patons Lane 225 Erosion Erosion is present in previously disturbed areas and is primarily occurring inside the existing bund walls where runoff is then directed into internal dams and ponds The surrounding bund walls are generally stable and well vegetated Blaxland Creek has some erosion along its banks more due to flash floods from upstream than any impacts created on the site
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 27 Patons Lane Resource Recovery Centre Orchard Hills
226 Acoustics and Scenic Amenity The site is currently dormant and has no activities that would impact on the acoustic or scenic amenity of the area A few cattle kangaroos and feral animals graze on the site Only the visual impact of the bund walls is significant due to their relative height uniformity and lack of bush land vegetation 23 Biotic Factors 231 Flora The site and surrounding area contains two (2) plant communities as listed in the Introduction and Executive Summary The two key vegetation communities associated with this site are the Cumberland Plain Woodland and the River Flat Eucalyptus Forest The remainder of the site is bare exposed soil or covered with pasture grasses and a range of perennial and herbaceous weeds The Cumberland Plain Woodland is primarily located in Defence Department land to the west southwest and south of the site It is an Endangered Ecological Community (EEC) and remnant species still exist on site or have germinated here It occurs where the land has been undisturbed by previous quarry operations and in the vicinity of Blaxland Creek The River Flat Eucalyptus Forest is also an Endangered Ecological Community and occurs in the northwest corner of the site It is the vegetation community that makes up the riparian zone of Blaxland Creek Plant species list and those suitable for revegetation are to be sourced from these communities and are listed in Table 5 The list is also a compilation of those prepared by Richard Lamb and Associates (Schematic Landscape Plans and Schedules) and Geoff Cunningham (Flora Assessment Report September 2009 and Response to Point 1(e) Short Minutes of Order 12 May 2011) According to the Flora Assessment there are no records of threatened plant species on the site or in the vicinity and this was confirmed by field surveys undertaken by Geoff Cunningham and Huon Designs 232 Fauna The native fauna populations on the site would be in line with fauna studies undertaken and included in the Fauna Assessment prepared by Aquila Ecological Surveys September 2009 The adjacent Defence Department land is well fenced as is the farming land The only sizeable access onto the site is via the opening to the southeast corner of the site at the end of Patons Lane The site itself does not currently provide significant habitat other than pondsdams and pasture grasslands Despite the high level of disturbance on the site native fauna would still be frequenting much of the site to forage drink and take advantage of isolated trees and vegetation Sightings of wallabies reptiles and a variety of birdlife have been reported anecdotally It should be anticipated that pest species would also frequent the site due to surrounding land uses and reported populations This would include foxes rabbits and feral cats and dogs Once the perimeter security fencing is complete there will be limited access or through movement of larger species They will only be able to enter and leave if they capitalize on the opportune use of open gates and breaks in the fencing
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 28 Patons Lane Resource Recovery Centre Orchard Hills
As stated in Aquilarsquos report if managed appropriately ldquothe Project would not have any impact upon the fauna and fauna habitat on the adjoining Commonwealth land managed by the Department of Defencerdquo Aquilarsquos report also states that the limited and modified habitats represented on the site may support a narrow range of native fauna that are common in the surrounding region Furthermore it states that ldquowhilst three fauna species listed as vulnerable on the Threatened Species Conservation (TSC) Act occur or are likely to occur there is unlikely to be a significant effect on these species or their habitatsrdquo Once complete the project will provide an increase in the amount of valuable habitat in contrast to the decrease in the surrounding areas due to future residential and commercial development pressures 24 Condition of bush land and weeds Intact and undisturbed areas of native vegetation are non-existent on the site The vast majority of the site (as identified in Cunninghamrsquos assessment) is weed invaded disturbed land The weeds present are listed in Table 3 of this report and the native grasses present are included in Table 5 Revegetation Species List The Cumberland Plain Woodland represented on the neighbouring Department of Defence land is relatively intact with moderate disturbance caused by tracks firesecurity management practices and some weeds Most weeds are impacting the site due to a range of causal factors as outlined in Table 2 The riparian zone of Blaxland Creek is intact but disturbed by weeds manmade activities and domesticferal animal grazing The narrow strip of land on the boundaries of the site between the bund walls and the security fencing is largely intact in terms of site soils but is also severely disturbed by weeds manmade activities and domesticferal animal grazing Both areas are likely to have a healthy seed bank of native species They have been hampered in their ability to regenerate due to domestic grazing weeds and pasture grasses There is also undoubtedly a substantial seed bank of weed species present One noxious weed was recorded on the site being African Boxthorn (Lycium ferocissum) a Class 4 Weed Methods for the treatment and removal of weeds are discussed in Section 362 Management of Weed Removal and Encouragement of Natural Regeneration 241 Site Resilience Site resilience relates to the ability of the natural areas to recover or lsquobounce backrsquo after disturbance It is one of the main considerations in prioritizing actions set out in this Plan In the areas of high resilience the site soils have not been disturbed the water regime remains the same and no extra nutrients have been introduced There is also a good representation of all native vegetation strata levels showing varying stages of maturity an intact native seed bank present in the soil potential habitat including hollow-bearing trees connectivity to other natural areas and areas of a size large enough to reduce levels of edge effects There are no areas of high resilience on the site Moderately resilient areas have had some disturbance are adjacent to disturbed areas andor will be affected by runoff from disturbed areas the native vegetation structure is not indicative of a highly resilient area and habitat is threatened The riparian zone adjoining Blaxland Creek exhibits moderate resilience
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 29 Patons Lane Resource Recovery Centre Orchard Hills
Areas of low to nil resilience have experienced significant disturbance such as removal of topsoil addition of fill changes in water flow erosion weeds dominating over native species and loss of habitat It is necessary to stabilize low resilient areas to reduce resources required to preserve and conserve high to moderately resilient areas now and into the future The narrow strip of land between the bund walls and the security fence may well have low to moderate resilience but is severely impacted by weeds and grazing The ability for this zone to bounce back will only be recognized over time as the management practices outlined in this Plan are implemented If it is identified that some of this area has good resilience due to a healthy native seed bank it may be possible to carry out a soil translocation operation as detailed in Section 37 below Fundamentally the theory is to use current bush regeneration techniques to control weeds and encourage natural regeneration This may include revegetation works also The remainder of the site and the bund walls has been severely impacted with no original topsoil It will be further impacted and has no worthwhile resilience These areas need to be stabilized and managed in such a manner to control weeds and to ensure that negative impacts do not place undue pressure on the other zones hence increasing costs The methods for managing areas of varying resilience are outlined in Sections 31 32 and 33 below 242 Causes of Weed Invasion Identifying the cause of weed invasion is necessary to determine work priorities to prevent further encroachment and to reduce the need for high levels of ongoing resources required to achieve outcomes The major causes of weed invasion on site as per the table below are classified as physical disturbance of soil imported soil dumped garden refuse physical disturbance of vegetation wind water and fauna dispersal Most causes of weed invasion listed below occur on the site The methods to control these factors are an important part of this Plan and are outlined below in Section 3 Site Management Recommendations
Table 2 Causes of weed invasion (Hawkesbury-Nepean Catchment Management Trust 2000)
Cause of weed invasion Code Symptoms Physical disturbance of soil S Weed established on bare soil Imported soil F Weeds established on imported soil Dumped garden refuse D Weeds centered on dumped garden refuse Physical disturbance of vegetation V Evident that moving or trampling has allowed weed growth Impacts from storm water R Growing in wet areas below storm water outlets Fauna dispersal O Weeds established in otherwise undisturbed areas Wind w Weeds established in otherwise undisturbed areasanimals not cause Water a Weeds centred on creek where weeds present in headwaters Neighbouring property n Weeds spread from neighbouring property
Measures to control the causes of weed invasion are discussed in detail in Section 361 Management of Causes of Weed Invasion 243 Weed Management Zones Weed management zones are based on site resilience position in the landscape weeds present causes of weed invasion and treatment requirements Zone 1 includes areas mapped with moderate
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 30 Patons Lane Resource Recovery Centre Orchard Hills
resilience and Zone 2 includes areas of low resilience The remainder of the site is Zone 3 has no resilience and will be highly modified over the course of the project It will be subject to rehabilitation into the future including pasture grasses and some native vegetation The Weed Management Zones are shown on the attached plans PL201709A and PL201710A dated 10 January 2017 In general terms Zone 1 represents the restoration and expansion of the Blaxland Creek Riparian corridor River Flat Eucalyptus Forest Zone 2 represents the establishment and expansion of the Cumberland Plain Woodland and its consolidation as a buffer to the neighbouring EEC Zone 3 is primarily the vast proportion of the site Zone 3 has been severely impacted and will continue to be severely impacted Ultimately it will be returned to domestic grazing land with pockets of native vegetation in a staged process as quarry and filling works are completed 244 Weeds The following Table 3 lists the weeds known or likely to occur on the site Field surveys by Geoff Cunningham and Huon Designs have corroborated this information Much of the site (about 55) is water bare soil hardstand roads and bare stockpiles This is unlikely to change significantly until Site Establishment is complete and site rehabilitation occurs Primarily this will involve the reshaping and stabilization of the new bund walls It will also include rehabilitation of the boundary areas and the vicinity of Blaxland Creek The distribution and density of the weeds present on site have been expressed as a percentage in the table below to give some indication of the problems they entail and as a baseline indicator of how successful future management techniques are
Table 3 Weeds on site at time of inspection Botanial Name Common Name Classification Method of dispersalspread Estimate
of Site Cover
Ageratina adenophora Crofton Weed Perennial Herb SeedWindWater 2 Andropogon virginicus Whiskey Grass Perennial Grass SeedWindWater 2 Araujia hortorum Moth Vine Perennial Vine SeedWind 1 Chloris gayana Rhodes Grass Perennial Grass SeedWindWater 2 Chloris virgata Rhodes Grass Perennial Grass SeedWindWater 2 Conyza bonariensis Fleabane Perennial Herb SeedWindWater 2 Cynodon dactylon Couch Grass Perennial Grass Underground Stolons 5 Dittrichia graveolens Stinkwort Perennial Herb SeedWindBirdWater 1 Echinopogon ovatus Forest Hedgehog Grass Perennial Grass SeedWindWater 1 Eragrostis curvula African Lovegrass Perennial Grass SeedWindWater 2 Genista monspessulana Montpellier Broom Woody SeedBirdWater 2 Hypochaeris radicata Flatweed Perennial Herb SeedWindWater 1 Lantana camara Lantana Woody SeedBirdWater 1 Lycium ferrocissum African Boxthorn Woody SeedBirdWater 2 Onopordum acanthium Scotch Thistle Perennial Herb SeedWind 1 Paspalum dilatatum Paspalum Perennial Grass SeedWind Water 2 Pennisetum clandestinum Kikuyu Perennial Grass StolonsImported soilWater 5 Phytolacca octandra Inkweed Perennial Herb SeedBirdWaterTubers 1 Ricinus communis Castor Oil Plant Perennial Herb SeedBirdTubers 1 Senecio madagascariensis Fireweed Perennial Herb SeedWindWater 1 Setaria pumila Pale Pigeon Grass Perennial Grass SeedWindWater 2 Sida rhombifolia Paddyrsquos Lucerne Woody SeedWater 1 Solanum sisymbrifolium Sticky Nightshade Perennial Herd SeedBirdWater 1 Solanum mauritianum Wild Tobacco Small Tree SeedBirdWater 1 Sporobolus africanus Parramatta Grass Perennial Grass SeedWindWater 2 Verbena bonariensis Wild Stattice Perennial Herb SeedWindWater 1
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 31 Patons Lane Resource Recovery Centre Orchard Hills
30 SITE MANAGEMENT All Site ResilienceWeed Management Zones are mapped on Huon Designs Drawing Nos PL201709A and PL201710A The location shape and final finish of the bund walls dams and bioswales are as designed by GHD Group Pty Ltd and as shown on Drawing nos SK010 and SK024 The site management techniques contained within this report are based on these landforms and refer to the above Huon Design Plans Huon Designs will act as the Project Manager on behalf of SRC Properties Pty Ltd (SRC) owners of the facility in order to implement this Plan 31 Zone 1 Conserve areas of moderate resilience - Riparian Zone The areas mapped with moderate resilience are to be allowed to regenerate Additional management techniques are detailed in Section 37 Site Establishment Actions to take should include but are not to be limited to the following Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Restrict vehicle and contractor access to existing tracks and designated construction zone
only (refer to section 351 Protective Fencing) Exclude domestic stock Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy) Identify and treat encroaching weed species by using best practice Bush Regeneration
techniques (refer to section 36 Weed Management Strategy) Monitor areas for future weed encroachment by regular (weekly) inspections and adapt work
program to suit new threats Revegetate Zone 1 with native tubestock of local provenance as per Table 5 Revegetation
Species List (River Flat Eucalyptus Forest) and Drawing No PL201709A Monitor for herbivore activity (scats digging damaged vegetation) and protect regenerating
native species and revegetated areas with protective fencing or plant guards as required (refer to section 355 Vegetation Fencing) and
Monitor to identify areas requiring replacement andor additional revegetation
32 Zone 2 Restore and rehabilitate areas of low resilience - Property Boundaries The priority of working areas of low resilience will be dependent upon their location in respect to moderate resilient areas and the potential of the low resilient areas to affect the surrounding areas These areas of low resilience must not become the source of weed encroachment into other zones Treatment is aimed at suppressing weed growth and stabilizing disturbed soil Weeds must not be allowed to seed and spread Clearly the areas to the northwest west and southwest of the site are the areas of particular importance as the Plan strives to establish and protect the two EECs that are present here Boundary areas to the north east and south east are less of a priority as they will have less impact on the EECs Additional management techniques are detailed in Section 37 Site Establishment Actions to take should include but are not to be limited to the following
Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Vehicle and contractor access kept to existing tracks and designated construction zone (refer
to section 351 Protective Fencing) Exclude domestic stock Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy)
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 32 Patons Lane Resource Recovery Centre Orchard Hills
Identify and treat weed species using best practice Bush Regeneration techniques (refer to section 36 Weed Management Strategy)
Monitor areas for future weed encroachment by regular (weekly) inspections and adapt work program to suit new threats
Revegetate Zone 2 with native tubestock of local provenance as per Table 5 Revegetation Species List (Cumberland Plain Woodland) and areas shown on Drawing No PL201709A
Monitor for herbivore activity (scats digging damaged vegetation) and protect regenerating native species and revegetated areas with protective fencing or plant guards as required (refer to section 355 Vegetation Fencing) and
Monitor to identify areas requiring replacement andor additional revegetation
33 Zone 3 Maintain and control weeds in grazingquarry areas of no resilience The priority of working areas of no resilience will be dependent upon their location in respect to medium and low resilient areas and their potential to affect the surrounding areas These areas of no resilience must not become the source of weed encroachment into other zones Treatment is aimed at suppressing weed growth and stabilizing disturbed soil Weeds must not be allowed to seed and spread Actions to take should include but are not to be limited to the following Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Vehicle and contractor access kept to existing tracks and designated construction zone (refer
to section 351 Protective Fencing) Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy) Identify and treat weed species using best practice Bush Regeneration techniques (refer to
section 36 Weed Management Strategy) Monitor areas for future weed encroachment by regular (monthly) inspections and adapt work
program to suit new threats Revegetation and native screen planting with native tubestock of local provenance as per
Table 5 Revegetation Species List (Cumberland Plain Woodland) and areas shown on Drawing No PL201709A and Drawing No PL201710A and
Maintain pasture grasses and reseed non-invasive grasses as required It is required that the landowner engage a qualified Bush Regeneration company to provide assistance and guidance in these works to successfully restore and protect the natural bushland communities associated with the site
34 Erosion Strategy The comments in this report are intended to support and compliment the Soil Water and Leachate Management Plan (SWampLMP) prepared by GHD Group Pty Ltd Besides managing erosion the control of surface water is integral to controlling leachate generation and the potential for leachate to impact on adjoining EECs Overland flow across areas of disturbed soilvegetation and general storm water runoff on the site has caused soil erosion Erosion has also occurred down the roadways and along open gutter swales beside roads stockpiles and bunds Construction activities (vehicles access services stockpiles and building activities) can also create erosion problems and must be controlled by appropriate protective fencing sediment fencing (refer to section 35 Fencing Strategy) and designated access tracks The number of access tracks should be minimized and clearly defined
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 33 Patons Lane Resource Recovery Centre Orchard Hills
Fortunately the site currently is well contained and most erosion runoff ends up in existing dams This is not a long-term solution as the site is developed A number of other problems will occur if soils are lost and storm water is not managed properly The SWampLMP addresses these issues and still relies on a series of dams and bioswales to clean the water prior to discharge off the site Erosion can aid the spread and establishment of weeds It can also hinder the growth and establishment of the native plant communities The strategies used to control erosion work closely and concurrently with those used to enhance native plant communities They will prevent weed encroachment and help with the establishment of native vegetation cover To mitigate the effects of soil erosion (including the current situation of the dams acting as silt traps) targeted water management techniques are to be incorporated into site works The aim is to reduce water velocity disperse water to enable greater absorption into the soil and re-establish native vegetation as outlined in sections 341 342 and 343 below 341 Overland water flow across disturbed bushland areas and cleared areas Mulching Hydromulching of bunds and long term stockpiles with non-invasive pasture grasses and
natives Strategic placement of rocks and logs (rocks taken from siteexcavation works and logs from
weed treesshrubs to be removed) Revegetation with native tubestock of local provenance (refer to Table 5 and section 355
Vegetation Fencing) Natural regeneration to be encouraged using bushland regeneration techniques
342 Storm water runoff along bioswales and dam overflows Install small rock check dams at regular intervals along swales to allow silt to drop out Install large rocks as armouring and energy dissipation to protect banks and to avoid scouring
in spillways dam overflows and Blaxland Creek (refer to Blue Book and Department of Primary Industries guidelines)
Stabilize and revegetate channels dam wall spillways and overflow with native tube stock of local provenance (refer to Table 5 and section 355 Vegetation Fencing) and
Natural regeneration to be encouraged using bushland regeneration techniques 343 Storm water runoff down roadways and drainage swales Install small rock check dams at regular intervals along swales to allow silt to drop out (using
rock from site construction activities not bushland areas) Along straight steep grades build a crowned road profile to shed water to the gutter swales Install a number of grade reversals along the steeper sections of the road in the form of a
ldquospeed bumprdquo to interrupt the water flow and direct it into the swales It is required that the landowner engage a qualified Bush Regeneration company to provide assistance and guidance in these works to successfully control erosion and the impacts of storm water 35 Fencing Strategy The purpose of the fencing strategy is limit the amount of site soils disturbed by construction activities to control erosion through the use of silt fences and to protect rehabilitated areas from unintentional damage caused by vehicles livestock feral animals site works or other human activities The fencing is to be installed as noted on Sections AA BB and CC of Drawing No
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 34 Patons Lane Resource Recovery Centre Orchard Hills
PL201709A and Sections AA of Drawing No PL201710A Exclusion zone fencing and extent of tree protection will be undertaken on site in conjunction with a representative of Huon Designs in attendance andor the Bush Regeneration company 351 Protective Fencing ndash Exclusion and site delineation Protective fencing will be required on site during site establishment and project operation to delineate the construction site from the NO GO ZONES This will protect native areas and areas undergoing rehabilitation from construction activities It will ensure the construction footprint is kept to a minimum including the movement of vehicles and machinery the delivery and storage of materials installation of services and the disposal of site excavated materials NO GO ZONES are areas excluded from any construction activities stockpiles or storage Protective fencing between construction site and NO GO ZONES will be a mixture of temporary and long term measures For long term protection the following measures shall be employed 1200mm high star pickets at maximum 25 metre spacing four strands of (12 gauge) wire 900mm high silt fencing may be attached if required and
Temporary measures shall include Flagging and bunting suspended on star pickets similar to systems used on RMS projects Signposting and notices
Location is shown in the site sections on Drawing No PL201709A and Drawing No PL201710A
352 Erosion and Sediment Fencing Sediment and erosion control fences to be located as per site sections on Drawing No PL201709A and Drawing No PL201710A They are to be installed and maintained in accordance with ldquoManaging Urban Stormwater ndash Landcom (March 2004)rdquo to protect the site from construction activities Industry standard silt barrier (900mm high minimum and 150mm minimum buried depth) is to be installed to the downhill side of all disturbed areas to all boundary fences as required to any intermediate fences and as required to all NO GO ZONE protective fencing constructed as detailed above The silt fencing will also aid in the control of feral animals and the spread of weeds For this particular reason it will be incorporated wherever possible to maximize the effectiveness of all the site fences permanent and temporary 353 Vegetation Fencing Additional fencing may be required to protect areas of regeneration andor revegetation from domestic or feral animal damage This is to be determined following monitoring of site for scats digging andor vegetation damage Fencing type to be appropriate for identified herbivore Generally the attachment of 900mm silt fencing to Protective Fencing as outlined above will be appropriate This will also help to control the dispersion of weeds into the revegetation zones 36 Weed Management Strategy The Weed Management Strategy is to address the site resilience and cause of disturbance across the site Consideration is given to the abiotic and biotic components with the goal of restoring and
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 35 Patons Lane Resource Recovery Centre Orchard Hills
preserving the natural ecological communities To achieve the goal the strategy is to prevent further weed invasion remove existing weeds suppress weed species with natural regeneration and revegetate areas of poor resilience with species of local provenance 361 Management of Causes of Weed Invasion In order to prevent further weed invasion the causes need to be addressed as detailed in Table 4 below The causes have been identified in 242 Causes of Weed invasion and Table 3
Table 4 Addressing causes of weed invasion Cause Code Mitigation Physical disturbance of soil
s No further soil disturbance is to occur outside the designated construction zones All access and tracks are to be limited controlled and clearly defined Carry out best practice bush regeneration techniques and timing Use erosion controls and fencing
Imported soil f No imported soil to enter rehabilitated areas of site or be used on areas for revegetation until it has been stockpiled and assessed for weed species Any identified imported soil with weed propagules and seeds are to be used elsewhere and out of permanent revegetation zones where possible
Dumped garden refuse
d Remove and exclude any garden refuse to prevent spread of exotic plant species Avoid the increase of nutrient levels which will encourage further weed growth
Physical disturbance of vegetation
v No further disturbance of existing native vegetation is to occur Existing and restored vegetation to be protected from activities associated with the Resource Recovery Centre (its site establishment and operation) by limited and controlled access and the use of exclusion fencing Implement best practice bush regeneration techniques Implement erosionstormwater controls and siltexclusion fencing
Impacts from storm water
r Erosion control (34 Erosion strategy)
Weed dispersal owa Strategically timed weed removal to prevent additional weed incursions andor weed seed production remove and dispose of properly any weed vegetative propagules monitor for outbreaks
Neighbouring property
n Address any source of weeds from neighbourrsquos property with neighbourrsquos cooperation to prevent ongoing incursion and therefore management Silt fencing or barriers may be incorporated if neighbour is non-compliant to offering assistance
362 Management of Weed Removal and Encouragement of Natural Regeneration The concept of restoring bushland after it has been adversely impacted is to embark upon long-term strategies to suppress weeds and encourage the natural resilience of the native bushland to recover and thrive The current weed species present (see Table 3 Weed Species) are established and will spread rapidly if not treated Their management and control is to be undertaken according with this plan and in consultation with a qualified bush regeneration company Continual monitoring of the site and regular inspections will allow an adaptive approach to be implemented From these observations it is possible to plan work practices according to the changing conditions Treatment of weeds is to be undertaken with best practice Bush Regeneration techniques aimed at minimal use of herbicides encouragement of natural regrowth the use of non-invasive grass species and the prevention of weed seed or spread Weed management work zones are outlined in Sections 31 32 and 33 above and identified on the plans Drawing No PL201709A and Drawing No PL201710A
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 36 Patons Lane Resource Recovery Centre Orchard Hills
Annual and perennial weed species and grasses are opportunistic to areas of disturbance and areas of increased light water and nutrient flows They can be prolific seeders and can spread rapidly Timing of annual and perennial weed species treatment is to be aimed at the prevention of seed formation This will reduce the density and spread of weeds and therefore reduce levels of ongoing treatment requirements Treatment will require a combination of the following hand removal including underground reproductive structures (see Table 3 Weed Species) de-seeding (if flowering and seeding has occurred) large infestations may require herbicide application as recommended on herbicide label
(spraying an annual in flower will not prevent or kill seed) soil andor leaf litter translocation and creation of canopy and competition through native regeneration and revegetation
Woody weed treatment (including for African Boxthorn) will require a combination of the following hand removal cut and paint scrape and paint and foliar spray herbicide application (not the preferred option)
Any reproductive propagules flowers and seeds are to be disposed of in an appropriate manner that they will not be able to thrive and spread Undisturbed soil and untouched bushland is an invaluable resource and will be retained and protected as it requires little or no input to manage By allowing minimal site disturbance in Zones 1 and 2 the success and ease of implementing the management plan will be greatly enhanced Refer to the section below for guidance on the use of soil translocation This technique can be very successful in smothering weeds It also is good for establishing a topsoil layer with a good native seed bank and high potential for natural regeneration 37 Site Establishment ndash Rehabilitation and Landscaping Plan Table 1A at Schedule 4 condition 40(d) notes that rehabilitation and landscaping is to be implemented in accordance with Figure 10 (Figure 222 (Final Landform) of the FMPPR) Additionally Figure 11 ( figure 222 in the FMPPR - Rehabilitation Status following site establishment) also needs to needs to be considered in implementing the approved design specification as do other sections of the FMPPR For clarities sake the high level design requirements contained in the approval documents relating to bund wall and landscaping issues relevant to this plan (noted in Table 1A) are summarised below and have been incorporated into Drawing No PL201710A Relevant excepts of these documents are attached as an Appendix to this report Figure 7
This figure shows the anticipated progression of cell rehabilitation noted as Stage 0 in the FMPPR Note this equates approximately to Stage 1 works and activities as defined by the DPampE in Section 1
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 37 Patons Lane Resource Recovery Centre Orchard Hills
Figure 6 This table sets out the indicative emplacement and cell rehabilitation staging which shows that based on maximum permitted inputs the excavation of Cell 1 is likely to be completed in approximately year 5 Accordingly allowing for market fluctuations the Proponent estimates that the completion of the excavation of Cell 1 will take 5 ndash 7 years In addition the capping of Cells 1 A and 1B will be interim capping and rehabilitation only to allow for settlement prior to final capping
FMPPR Section 23 Site Establishment This Section of the FMPPR sets out the constructionshaping of the final rehabilitated landform along the northern and eastern sides of the property together with the northern eastern and south eastern bunds as shown in Figure 3 of this report
Section 29 Bund Wall Management Further details are provided of the bund wall design ndash as shown in Figure 8 Additionally this section states ldquoan important component of the management of the northern and eastern faces would be the early completion and landscaping of both faces such that no further earthmoving activities are necessary after the site establishment phase Only maintenance of the landscaping would be required beyond the site establishment phaserdquo These works will be undertaken as a priority during Site Establishment Figures 8 and 9 provide high level designs for the norther and eastern bunds The Site Establishment Noise Management Plan (SENMP) includes additional details in relation to implementing these works and complying with noise criteria for the project
Figure 8 This figure sets out the rehabilitation works specifically required during Site Establishment These works are incorporated into this Plan
Figure 11 This figure sets out the Final landform upon completion of landfilling and capping works on site after 25 years As this Plan covers Stage 1 which is 5-7 years which means that much of Figure 8 is not relevant for this Plan However the detailed landform plans developed are based on this figure and are generally consistent with the project approval
Appendix 3 ndash Visual Assessment Modified Preferred Project Report This report contains the landscaping specifications for Site Establishment activities including layouts and planting specifications that were used to develop Figure 221 in the FMPPR (Figures 10 12 and 13 in this report)
All these Plans and tables are set out below for ease of reference Additionally the Site Establishment Noise Management Plan sets out methodologies for the deconstruction of the bund walls and the details requirements for the use of noise control barriers
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 38 Patons Lane Resource Recovery Centre Orchard Hills
Figure 6
As outlined in Sections 31 32 and 33 above the conservation restoration and maintenance of the site will require an ongoing adaptive and multi-pronged management system
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 39 Patons Lane Resource Recovery Centre Orchard Hills
Figure 7
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 40 Patons Lane Resource Recovery Centre Orchard Hills
Figure 8
Figure 9
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 41 Patons Lane Resource Recovery Centre Orchard Hills
Revegetation planting is to occur as indicated on the attached plan Drawing No PL201709A particularly around dams along the boundaries in bioswales on the bund walls and in the Blaxland Creek Riparian Zone This will supplement natural regeneration and provide enhanced competition against encroaching weed species Clumped planting along drainage swales to be undertaken to stabilize disturbed areas prone to erosion During the site establishment construction works it is essential to minimize the disturbance of site soils The only areas where the site soil will be disturbed is to build new dams construct spillways desilt existing dams stabilize creek banks construct access tracks and form up bioswales Site topsoils are valuable for the rehabilitation works particularly if they contain a healthy seed bank of native species Its preservation aids the ability of the site to be rehabilitated through natural regeneration To benefit from these soils it is proposed to reuse it by translocating the top 100-200mm of topsoil prior to any earthworks progressing To maintain the viability of the seed bank it cannot be stockpiled and must be respread in a 100-200mm layer Translocating soil will greatly assist the rehabilitation of the site Initially the first topsoil stripped from a work area can be spread in a temporary location where it will not be disturbed Once a reasonable section of earthworks are completed this topsoil (or topsoil stripped from current work areas) can then be directly respread to restore disturbed areas such as bioswales dam walls edges of access tracks stockpile sites and new bund walls It is preferable to move the soil in one operation if possible as it is more efficient and effective This is easily achieved by progressing the work in such a fashion that as works progress forward topsoil is stripped and carried back to be spread on areas behind the work face that need restoration Applying the bush regeneration and revegetation techniques (including soil relocation) to the northwest west and southwest boundaries will establish and protect the EECs present as detailed later in this section This will help to reduce ongoing maintenance assist erosion control on disturbed ground and establish increased levels of natural bushland The same techniques to the southern and eastern boundaries will expand and establish a good strip of native vegetation also reflecting the Cumberland Plain Woodland Community once common to the area All plants will be sourced from locally endemic seed stock according to the species list for each plant community All plants to be supplied as forestry tubes hiko tubes or viro cells for some species and ground covers The species list of each plant community is attached in Table 5 The location of tree planting will occur to ensure they maximize site screening and add variety to the uniformity of the landform All revegetation works fall within two Plant Communities and the plants will be selected as per Table 5 Revegetation Species List The communities are CumberlandPlainWoodlandCommunity RiverFlatEucalyptusForestCommunity
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 42 Patons Lane Resource Recovery Centre Orchard Hills
Figure10
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 43 Patons Lane Resource Recovery Centre Orchard Hills
Figure 11
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 44 Patons Lane Resource Recovery Centre Orchard Hills
Figure 12
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 45 Patons Lane Resource Recovery Centre Orchard Hills
The planting density will vary and is to be determined on site according to levels of disturbance erosion and natural regeneration Five plants per square metre are considered a minimum whether through natural regeneration or revegetation work The aim is to establish a minimum planting density of five native species per square metre (5m2) A variety of strata levels is to be achieved that includes trees shrubs and ground covers The planting matrix as depicted in Richard Lambs Report forms the basis of the rehabilitation and revegetation works as shown in Figure 13 below Plant protection is to be installed if required following monitoring inspections Protection can be either fencing (refer to 353Vegetation Fencing) or individual plant protectors ldquoTerracottumrdquo crystals will be mixed into the site soils to minimize maintenance increase growth rates and reduce plant losses To ensure the standard of 90 survival rate revegetated areas are to undergo regular maintenance of watering weeding replacement of dead or dying plants and adjustment of rabbit bags or protective fencing where necessary At the completion of site establishment works the landform will be rehabilitated primarily with native riparian and woodland planting Planting of temporary bunds with grasses for stabilization and woodland species for screening will also have been completed Planting of grasses to stabilize bund walls and other disturbed areas will be undertaken using appropriate hydromulching techniques These are outlined in Section 381 below Figure 13 Native Plant Revegetation Planting Matrix (source Richard Lamb and Associates)
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 46 Patons Lane Resource Recovery Centre Orchard Hills
Table 5 Revegetation Species List
Cumberland Plain Woodland Community River Flat Eucalyptus Forest Community Botanical Name Common Name Botanical Name Common Name Trees TreesAcacia parramattensis subsp parramattensis
Parramatta Green Wattle Acacia parramattensis subsp parramattensis
Parramatta Green Wattle
Acacia decurrens Sydney Green Wattle Angophora floribunda Rough-barked Apple Corymbia maculata Spotted Gum Casuarina glauca Swamp She-Oak Eucalyptus moluccana Grey Box Eucalyptus tereticornis Forest Red Gum Eucalyptus euginioides Thin-leaved Stringybark Eucalyptus amplifolia Cabbage Gum Eucalyptus crebra Narrow-leaf Ironbark Eucalyptus moluccana Grey Box Eucalyptus tereticornis Forest Red Gum Melaleuca decora White Feather Honeymyrtle Exocarpos cupressiformis Cherry ballart Melaleuca linarifolia Snow-in-summer Melaleuca linearifolia Tea-tree Low Trees and Shrubs Low Trees and ShrubsAcacia falcata Silver Leafed Wattle Acacia implexa Black Wattle Acacia implexa Black Wattle Bursaria spinosa Blackthorn Acacia elongata Wattle Grevillea juniperina Grevillea Astroloma humifusum Cranberry Heath Melaleuca thymifolia Thyme Honey-myrtle Bossiaea prostrata Bossiaea Solanum prinophyllum Forest Nightshade Breynia oblongifolia Breynia Bursaria spinosa Blackthorn Ground LayersChloris truncata Windmill Grass Altemathera denticulata Lesser Joyweed Daviesia ulicifolia Gorse Bitter Pea Carex appressa + Tall sedge Dillwynia sieberi Prickly Parrot Pea Glycine sp GlycineClimbing Pea Dodonaea viscose Wedge-Leaf Hop Bush Persicaria decipiens Spotted Knotweed Indigofera australis Australian Indigo Entolasia stricta Entolasia Lissanthe strigosa Native Cranberry Juncus usitatus + Common Rush Melaleuca nodosa Tea-tree Themeda australis Kangaroo Grass Melaleuca styphelioides Prickly-leaved Tea-tree Microlaena stipoides Weeping Rice Grass Pultenaea mycrophylla Bush Pea Pratia purpurascens White Root Solanum prinophyllum Forest Nightshade Lomandra longifolia + LomandraMat Rush Lomandra multiflora LomandraMat Rush Ground Layers Aristida vagans WireSpear Grass Austrodanthonia racemosa
Wallaby Grass
Brunoniella australis + Blue Trumpets Desmodium varians Slender Tick-trefoil Dichondra repens Kidney Weed Dianella revolute + Blue Flax Lily Dichelachne micrantha Short-haired Plume Grass Dodonaea viscose Hop Bush Einadia nutans Climbing Saltbush Entolasia stricta Entolasia Glycine sp GlycineClimbing Pea Ponds Dams and Bioswales Lomandra filiformis + LomandraWattle Mat Rush Cyperus sp + Themeda australis Kangaroo grass Juncus sp + Rush Wahlenbergia gracilis Native Bluebell Typha sp + Cumbungi Indicates plants suitable for use as canopy screen planting in revegetation areas of bund walls Indicates plants already represented on the site + Indicates plants suitable for planting in ponds dams and bioswales
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 47 Patons Lane Resource Recovery Centre Orchard Hills
Note All plants to be indigenous species propagated from local provenant seed An allocation has been included in the budget for collecting seed and propogating plants The proposed rehabilitation works are important for the protection enhancement and restoration of the Endangered Ecological Communities (EECs) located on the site and adjacent to the site The boundary planting of Cumberland Plain Woodland achieves four main objectives Expands the size of the current adjacent community Protects the current community by providing a buffer Increases connectivity Re-establishes the original community and habitat that was once in the area
The revegetation and rehabilitation of the River Flat Eucalyptus Forest achieves the same four main objectives Expands the size of the current on site and adjacent community Protects the current community by providing an expanded buffer Increases connectivity to other communities Re-establishes the original community and habitat that was once in the area
38 Stage 1 Landform Rehabilitation and Landscaping Plan Rehabilitation of completed areas is to occur as indicated on the attached plan Drawing No PL201710A particularly on bund walls surrounding Cell 1 and in areas of Cell 1 that have been filled capped and final landform achieved The works should be carried out as quickly as possible and will include expansion of the already completed Cumberland Plain Woodland plantings installed during site establishment It will primarily include vast areas of pasturelandgrassland implemented through hydromulching techniques as detailed below It is noted that prior to final capping and rehabilitation of the site finished stages of each cell may be subject to static stockpile loadings The purpose of this is to limit the amount of unnecessary movement of cover materials reduce double handling and most importantly to limit the amount of future post closure settlement that may occur The site sections depicting this process are shown on drawing no PL201710A The purpose of the timely rehabilitation works is to provide competition against encroaching weed species and therefore reduce ongoing maintenance of existing revegetated areas It will also assist erosion control on disturbed ground and provide stable vegetation cover to the final landform At the completion of staged site rehabilitation the final landform will revegetated primarily by pasture grasses and woodland planting Planting of temporary or modified bunds with grasses for stabilization and woodland species for screening will continue to be undertaken As these works enter their maintenance phases the appropriate protective fencing and silt fencing will be adjusted where existing and installed into new locations Maintenance and monitoring will commence on newly completed areas Initially the maintenance will be quite high but as these areas become established and more mature the weight of the work will progressively shift into the newer areas of rehabilitation (See Section 4 Maintenance Monitoring and Key Performance Indicators) The entire boundary areas of the site are completed in the initial Site Establishment stage The remainder of the site is progressively rehabilitated as the landfill cells are filled capped and completed and will take place over about 25 years The vast majority of this work is the
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 48 Patons Lane Resource Recovery Centre Orchard Hills
establishment of pasturegrassland as outlined above with some further pockets of woodland planting As feasible sections of the site are completed they will be rehabilitated in this progressive manner and maintenance commenced This will continue in regular stages until the Final Landform and Landscaping is achieved as outlined in Figure 11 (Figure 222 of the Further Modified Preferred Project Report) This is shown in greater detail and with minor modifications in Huon Designs plan number PL201711A Final Landform and Landscaping dated 10 January 2017 The key changes are increased areas of native vegetation modified dam layouts and more variety in the grades of the landform All these are intended to achieve a more natural looking landscape It is possible that the final configuration of woodland planting dams and gradients may alter slightly as the project progresses in order to achieve improved environmental outcomes 381 Hydromulching Techniques Revegetation of grasses to areas of pasture will be undertaken using appropriate hydromulching techniques The same technique and seed mixture will be used to stabilize stockpiles and bund walls Although more expensive than other seed mixes it is a crucial aspect of this VMP This mixture will help to suppress the growth of weeds and reduce erosion without bringing more weeds onto the site In the medium and long term this will help to keep ongoing maintenance costs lower Native grass seeds will be sourced from locally endemic seed stock The seed mix below is based on current best practice industry standards but has been further enhanced through the increase in application rates Prior to hydromulch application the site soils are to be ripped to 200mm and finely cultivated to a depth of 100mm Once applied it will be necessary to perform establishment maintenance practices on the newly seeded areas until they are firmly stabilized This will require watering weed control over seeding erosion monitoring and finally mowingslashing andor whipper snipping
Table 6 Hydromulching Seed Mix List
Botanical Name Common Name of Seed Mix Kilogramshectare Native Grass Species Austrodanthonia racemosa
Wallaby Grass 10 5kgha
Dichelachne micrantha Short-haired plume grass 10 5kgha Microlaena stipoides Weeping Rice Grass 10 5kgha Themeda australis Kangaroo grass 10 5kgha Zoysia sp Nara grass 10 5kgha Non Native Cover CropsGrasses Bromus catharticus Prairie Grass 10 5kgha Festuca arundinacea Tall Fescue 10 5kgha Lolium perenne Perennial Ryegrass 30 15kgha Application products and fertiliser Organic fertiliser 200kgha Wood fibre mulch 2500kgha Tackifier binding agent 75litresha Water 20000litresha
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 49 Patons Lane Resource Recovery Centre Orchard Hills
39 Dust Management Strategies In respect of the landscaping and rehabilitation activities particular care will be paid to implementing dust management strategies which are summarized as follows Minimising areas to be disturbed as any one time Implementing hydromulching broad acre mulching or planting immediately following the
disturbance of the areas to be rehabilitated Stabilising temporary stockpiles with hydromulch or a proprietary surface binding agent to
mitigate any dust emissions Wetting disturbed areas with sprinklers and irrigation systems Postponingceasing the disturbance of any areas in adverse weather conditions ie high winds ndash
particularly where the wind direction may result in adverse impacts on neighbours Stabilisingwetting of temporary access roads servicing rehabilitation activities
Additionally section 52 of the Air Quality Plan sets out additional dust mitigation measures as follows Site induction to include air quality management requirements to ensure awareness of potential
air quality impacts Activities are to be assessed during adverse weather conditions and modified as required (eg
cease activity where reasonable levels of dust cannot be maintained using the available means) Visual surveillance of dust plumes from all activity Haul roads and plant should be sited away from sensitive receptors where possible The site will have an acoustic bund which can act as a wind break to minimise on-site wind
erosion and Direct traffic to designated entrance and exit points The area of exposed surfaces should be kept to a minimum such as by shaping stockpiles in a
manner which reduces the exposed surface area or by covering exposed surfaces Exposed areas and stockpiles should be watered on a daily basis (or more frequently as required)
to keep moisture levels sufficient to minimise wind erosion Exposed areas should have barriers or coverings or should be temporarily rehabilitated if inactive
for periods of greater than three months Stockpiles should be located as far away from sensitive receptors as possible All material to be stored in designated storage bays to reduce exposed surface and wind flows
over material By scheduling material logistics the amount of stockpiled materials on-site can be minimised by
reducing their residence time by methods such as by receiving deliveries only when the amount of materials on-site is considered low or by focusing on delivery of materials to customers when there are high amounts of material on-site An appropriate storage amount should be used such that there would be no shortage of materials
Construction activities should be progressively staged The size of staging areas should be minimised by working on small areas and completing them before progressively proceeding to disturb another area
Completed sections will have commenced rehabilitation within three months and Ancillary vehicles should be kept off exposed areas to avoid potential disturbances of these areas When loading and unloading material the drop height of the material should be minimised the
front end loader should tip the bucket only when it is close to the ground the bed of the truck or the material pile being added to
Minimise spillage from loadingunloading and clean up any spillage immediately
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 50 Patons Lane Resource Recovery Centre Orchard Hills
Use of watering to ensure moisture content of material handling is sufficient to minimise dust generation and
During periods of high wind speeds (gt8ms) and winds blowing towards the sensitive receivers the material handling activities should be minimised or cease when excessive visible plumes of dust cannot be abated
Haul roads should be watered regularly using water carts such that the road surface has sufficient moisture to minimise on-road dust generation but not so much as to cause muddirt track out to occur
Roads that are heavily used or used for a long term and cannot be maintained in a low-dust state by watering should be sealed
Sealed haul roads should be cleaned regularly on a weekly basis or more frequently as required using a street sweeper or similar type of equipment When spillage occurs it should be cleaned as soon as possible
Vehicle traffic should be restricted to designated routes that can be managed by regular watering A speed limit of no more 40 kilometres per hour should be imposed on-site To minimise mud or dirt track out (eg during prolonged wet rainy periods) a wheel wash or
grids are to be installed and used near exit points Public streets should be cleaned regularly on a weekly basis or more frequently as required to
remove any dirt tracked onto sealed roads Vehicle loads should be secured and covered when transporting materials off-site The exposed
surface of dusty materials to be hauled may be watered if necessary Materials should be loaded onto vehicles in a uniform level manner and not be higher than the
highest part of the vehicle load compartment and The number of trips should be minimised by maximising the vehicle load but not overloading
40 MAINTENANCE MONITORING AND KEY PERFORMANCE INDICATORS Once the project commences weed management and maintenance of the existing and proposed vegetation becomes the most critical aspect of the Plan As the works progress over the 25 year life of the project the areas to maintain will increase significantly but established areas will gradually require less intense maintenance In effect the maintenance effort and costs will largely remain constant over the length of the project This will include 5 years of post closure maintenance As such an ongoing maintenance budget for 30 years is calculated as follows Say 40hrsweek for 52 weeksyear for a total of 30 years $45hour = 40 x 52 x 30 x 45 = $2808000 plus CPI or an average of $93000year The maintenance works will be guided at all times by the principles outlined in this Plan and according to best practice Bush Regeneration techniques For this reason it is necessary that the works be undertaken by an approved and qualified bush regeneration company The native plant communities that are created during the Site Establishment stage will largely maintain themselves once they are well watered and survived the first summer The majority of the maintenance work involves the management and control of weeds This work is to be carried out on an ongoing basis from the commencement of the project and according to the best practice Bush Regeneration techniques outlined specifically in Section 36 Weed Management Strategy All the management principals as outlined in Section 30 Site Management are to be part of this maintenance strategy including erosionstormwater controls fencing follow up seeding and
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 51 Patons Lane Resource Recovery Centre Orchard Hills
revegetation of native forest and woodlands Particular attention will be paid to identifying and addressing areas of post closure settlement Attention is drawn to the fact that it is proposed to place temporary stockpiles on completed sections of each cell in order to provide static loading and hence reduce the incidence of post closure settlement Where necessary filling topdressing and reseeding will be undertaken If it does occur it is likely to be in the pasturegrasslands of the site The site will be monitored on a regular basis and will include monthly and annual reporting Monthly reports will cover the following
Revegetation and fencing works undertaken (areas distance quantities and locations) Maintenance works undertaken (areas techniques herbicides used and locations) Significant incidents in terms of weather events impacts by RRC activities pests disease
feral animals Analyse and adjust works program to suit site conditions and progress
Annual reports will summarize the yearrsquos activities and performance as follows
Areas stabilized and revegetated Analysis of plant growth rates and survival rates Analysis of weed densities varieties and distribution Maintenance works undertaken and handover of stable areas as new areas come online Monitor and address any areas of settlement or areas where unwanted ponding occurs Reassess restoration works program and budget Make recommendations of what changes could be incorporated into the Plan to better achieve
the stated aims and objectives At the end of each year the works will be subject to independent audit as per consent conditions and application will be made for partial release of bond monies Those areas that are completed and signed off will enter the maintenance phase of the project They should be fenced off and access limited to maintenance staff Key Performance Indicators (KPIs) will be used to assess progress on the site and will include the following
Photo Monitoring Points (as located on Drawings PL201709A and PL201710A) Photo Monitoring Points will also include Commonwealth Land to the south and west of the
site and private land to the north and east of the site Analysis of plant growthsurvival rates through calculations of native plant densitysize Analysis of weed infestation and controls through calculations of weed densitysize and
weed speciesdistribution The values that the Plan is aiming for is as detailed in Table 7 below The existing situation is regarded as the baseline level In regards to native plants the datumbaseline level is currently 1m2 and 150mm high In regards to weeds the whole site is considered to be heavily infested by dense plumes of numerous species as indicated in Table 3 above As rehabilitation progresses further Photo Monitoring points will be added to assess newly completed areas
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 52 Patons Lane Resource Recovery Centre Orchard Hills
Table 7 Key Performance Indicators PERFORMANCE CRITERIA DURATIONTIME LEVEL REQUIRED Reduction in weeds on site (densitysize) Year 1 50 Year 2 60 Year 3 70 Year 4 80 Year 5 (ongoing) 90 Reduction in weeds on site (speciesdistribution) Year 1 10 Year 2 20 Year 3 30 Year 4 40 Year 5 (ongoing) 50 Increase in native plant density Year 1 200 Year 2 50 Year 3 10 Year 4 10 Year 5 (ongoing) 10 Increase in native plant size Year 1 100 Year 2 100 Year 3 100 Year 4 80 Year 5 60
50 RESTORATION WORKS PROGRAM Based on the current information for the operation of the Resource Recovery Centre the following program has been developed It will be subjected to regular modifications as the project is delivered and the annual reports are prepared and analysed
Table 8 Estimated Restoration Works Program TASK ITEM DURATIONTIME RESPONSIBILITY Stage 1 Site Establishment Works 12 MonthsWeek 1 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Mowslash boundary Zone 2 1 weekweek 2 Target and address erosionstormwater problems Ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 3-4 weeksweek 3 SRC and Huon Target and remove flowering spreading weeds in Zones 2 and 3
24 weeksweek 4 SRC and Huon
Revegetation works to Zone 2 (earthworks complete) 4 weeksweek 24 SRC and Huon Erectmodify exclusion and sediment fencing Zone 2 1 weekweek 24 SRC and Huon Revegetation works to Zone 3 (earthworks complete) 4 weeksweek 36 SRC and Huon Erectmodify exclusion and sediment fencing Zone 3 1 weekweek 36 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 53 Patons Lane Resource Recovery Centre Orchard Hills
TASK ITEM DURATIONTIME RESPONSIBILITY Stage 1a Site Establishment Works ndash Riparian Zone 12 MonthsWeek 1 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Target and address erosionstormwater problems ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 1 weeksweek 2 SRC and Huon Target remove flowering spreading weeds in Zone 1 3-4 weeksweek 3 SRC and Huon Revegetation works to Zone 1 (earthworks complete) 1-2 weeksweek 8 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
TASK ITEM DURATIONTIME RESPONSIBILITY Stage 2 Rehabilitation Phase (Stage 1 Cell 1) 12 MonthsYear 2-3 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Cultivate and prepare soils for rehabilitation progressivelyweek 2 SRC and Huon Target and address erosionstormwater problems ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 1 weeksweek 3 SRC and Huon Revegetation works to Zone 3 (earthworks complete) 1-2 weeksweek 4 SRC and Huon Hydromulching to Zone 3 1 weekweek 5 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
TASK ITEM DURATIONTIME RESPONSIBILITY STAGE 3 On-going RehabilitationMaintenance and Monitoring Phase
25-30 YearsYear 2
Rehabilitation of sections of site as earthworks complete and as per Stage 2 above
Ongoing SRC and Huon
Ongoing maintenance and monitoring (All Zones) Ongoing SRC and Huon Monthly Reports Monthly SRC and Huon Annual Reports Annually SRC and Huon
As each new section of the site is completed capped and handed over for rehabilitation the program for its final rehabilitation sign off and closure will proceed as outlined above in Stage 2 Rehabilitation Phase Progressively this process will work through Stage 2 Cell 1 to Stage 6 Cell 1 and so on until completed for instance at Stage 6 Cell 3 60 RESTORATION WORKS BUDGET The restoration works budget has been prepared to give an accurate outline of the expected costs to implement the BWLampVMP It includes all costs up to and including 5 years post closure maintenance and monitoring As part of the monitoring process and annual reporting both the budget and the program will be assessed and modified as required All costs are based on current industry rates in 2017 dollar terms and will require the application of annual CPI increases for future budgets
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 54 Patons Lane Resource Recovery Centre Orchard Hills
Table 9 Restoration Works Budget
Estimated Quantity for Life of Project and Allocation (2017 dollars)
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
All Site setup
Inductions SWMS programs administration Item 8 $100000 $1000 $1000 $1000 $5000 $8000
Collect seeds and propagate
Collect and propagate locally endemic species Seedlings 120000 $050 $10000 $10000 $10000 $5000 $25000 $60000
Annual reporting
Prepare and present annual reports as per Plan
Yearly item 30 $50000 $500 $500 $500 $500 $500 $12500 $15000
Monthly reporting
Prepare and present monthly reports as per Plan
Monthly item 360 $10000 $1200 $1200 $1200 $1200 $1200 $30000 $36000 $119000
Yearly total $12700 $11700 $12700 $6700 $2700 $72500
1 Riparian Zone River Flat Eucalyptus Forest
Fencing
Supply and install stockexclusionsilt fencing metre 500 $2500 $10000 $1500 $1000 $12500
Bioswales
Shape swales and respread stripped topsoil metre 200 $3000 $5000 $1000 $6000
Access tracks
Strip topsoil shape and compact track with site gravel metre 150 $4000 $5000 $1000 $6000
Erosion controls - General
Supply and place jute stones boulders and coir logs metre 250 $4000 $3000 $2000 $5000 $10000
Erosion controls - Construction works Controlled Activity Approval Works
Desilting of Dam 2 installation of outlet structures including spillways and erosion protection of the dam discharge and other water flows to Blaxland Creek as per CAA Application Item 1 $7500000 $75000 $75000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 15000 $1000 $30000 $30000 $30000 $20000 $15000 $25000 $150000
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 55 Patons Lane Resource Recovery Centre Orchard Hills
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 12000 $1000 $40000 $40000 $20000 $2000 $1000 $17000 $120000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 15000 $1000 $30000 $30000 $30000 $20000 $10000 $30000 $150000 $529500
Yearly total $198000 $105500 $80000 $42000 $26000 $78000
2 Boundary Zone Cumberland Plain Woodland
Fencing
Supply and install stockexclusionsilt fencing metre 3600 $2500 $30000 $30000 $20000 $10000 $90000
Bioswales
Shape swales and respread stripped topsoil metre 4000 $3000 $40000 $40000 $20000 $20000 $120000
Access tracks
Strip topsoil shape and compact track with site gravel metre 2700 $3500 $40000 $40000 $10000 $90000
Erosion controls Supply and place jute stones and coir logs metre 2000 $2000 $20000 $10000 $10000 $40000
Slashing
Slash pastures and prepare for weed control revegetation
square metre 40000 $050 $10000 $5000 $1000 $500 $500 $3000 $20000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 40000 $1000 $50000 $50000 $50000 $40000 $30000 $180000 $400000
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 35000 $1000 $60000 $60000 $50000 $5000 $5000 $170000 $350000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 40000 $1000 $45000 $45000 $40000 $10000 $10000 $250000 $400000 $1510000
Yearly total $295000 $280000 $201000 $55500 $45500 $633000
3 QuarryLandfill Zone
Pasture land and screen planting
Fencing
Supply and install stockexclusionsilt fencing metre 3000 $2500 $20000 $20000 $10000 $25000 $75000
Bioswales
Shape swales and respread stripped topsoil metre 1000 $3000 $5000 $5000 $20000 $30000
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 56 Patons Lane Resource Recovery Centre Orchard Hills
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Access tracks (temporary)
Strip topsoil shape and compact temporary track with site material metre 3000 $2000 $10000 $10000 $10000 $30000 $60000
Erosion Controls Supply and place jute stones and coir logs metre 3000 $2000 $5000 $5000 $5000 $45000 $60000
Slashing
Slash pastures and prepare for weed control revegetation
square metre 530000 $050 $10000 $10000 $5000 $5000 $5000 $230000 $265000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 530000 $100 $20000 $20000 $20000 $10000 $10000 $450000 $530000
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 40000 $500 $30000 $30000 $20000 $20000 $20000 $100000 $220000
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Hydromulching
Apply hydromulch to disturbed and completed landforms
square metre 530000 $200 $60000 $60000 $20000 $20000 $20000 $880000 $1060000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 530000 $200 $20000 $20000 $20000 $20000 $20000 $960000 $1060000 $3360000
Yearly total $180000 $180000 $95000 $90000 $75000 $2740000
TOTAL $685700 $577200 $388700 $194200 $149200 $3523500 $5518500 $5518500
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 57 Patons Lane Resource Recovery Centre Orchard Hills
70 PLAN REVIEW AND MODIFICATION PROCEDURES As discussed previously in this plan the success of the entire rehabilitation process is dependent upon a number of unknown and dynamic natural processes taking place on the site The principles of bush regeneration recognize factors and must work with their impacts constantly in mind These natural processes include the following
Changing weather and soil conditions Varying rates of plant growth Uncertain seed banks Changing sources and causes of weed outbreaks Uncertain rates of natural regeneration
Short term and long term changes in any of these factors will affect the rehabilitation works being undertaken It is for this reason that the Plan presented here is an adaptive management plan This allows the scope of works to be adjusted and modified on a regular basis and as required The annual and monthly reports will monitor and identify any opportunities or constraints that may occur The regular reporting will then formulate the best work procedures to adopt and modify the plan to suit the site conditions This will enable prioritization of the budget and manpower to capitalize on any advantageous conditions and to control any threatening processes 80 SUMMARY AND CONCLUSION The current site is an environmentally degraded site The proposed Resource Recovery Centre has an opportunity to restore the entire site into a valuable and usable landscape that combines stock grazing with native bush land of high ecological significance and biodiversity It will help protect conserve and enhance a number of EECs and restore the rural setting of the site Implementation and on-going management of the site as proposed in this Bund Wall Landscaping and Vegetation Management Plan and the associated Rehabilitation Plan will achieve the required outcomes if it is implemented thoroughly and in a timely manner The Plan complies with all the relevant conditions of approval The Plan will exceed the environmental outcomes specified in the FMPPR and project approval The four key factors to be achieved by this Plan are detailed above and summarized below Control unnecessary further degradation during the site establishment and operation
phases by limiting the footprint created by the earthworks quarrying activities and the delivery of services on the site
Monitor and treat weed outbreaks with best practice bush regeneration techniques while encouraging native regeneration and undertaking revegetation
Restore the site to the natural mature landscape as quickly as possible Protect the two Ecologically Endangered Communities ndash Cumberland Plain Woodland
and River Flat Eucalyptus Forest
Rodney Cox AAILA
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Appendix 1
Site Establishment ndash Rehabilitation and Landscaping
Plan Drawing No PL201709A dated 10 January 2017
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Appendix 2
Landform and RehabilitationLandscaping Plan Drawing No PL 201710A dated 10 January 2017
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 1
Approval from DPampE to Stage Plan
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 2
Approval from DPampE for Huon Designs to undertake Plan
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 3
GHD Plans and Cross sections for Bund Reshaping and Related Works
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 4
Survey of Riparian Zone and DPI Water policies and guidelines
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 5
Report on EEC Impacts Project Approval Document Schedule 6 Condition 5 c
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 6
Reconciliation of the Requirements of Schedule 7 of the Project Approval
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 7
Response from Agencies
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Appendix 1
Site Establishment ndash Rehabilitation and Landscaping Plan Drawing No PL201709A dated 10 January 2017
Page 58 of 136
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Appendix 2
Landform and RehabilitationLandscaping Plan Drawing No PL 201710A dated 10 January 2017
Page 60 of 136
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Attachments 1
Approval from DPampE to Stage Plan
Page 62 of 136
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~-tk ---NSW GOVERNMENT
Planning amp Environment
Mr David White General Manager - Operations and Compliance Patons Lane RRC davidwhitepatonslanecomau
Dear Mr White
Contact Emma Barnet Phone 9228 6412 Email emmabarnetplanningnswgovau
Orchard Hills Waste and Resource Management Facility (MP 09_0074)
Thank you for your email of 8 February 2015 and letter of 5 May 2016 requesting the Secretarys approval for the staging of the submission of the Quarry Operation Management Plan (required by Condition 4 of Schedule 5) and engineering plans (required by Condition 6 of Schedule 3) in accordance with Condition 32 of Schedule 3 of the above Project Approval
The Department notes that Patons Lane RRC is seeking approval to submit the above plans in three distinct Stages as follows
1 Stage 1- which would cover the period to the end of the excavation of Cell 1 2 Stage 2 - which would cover the period to the end of the excavation of Cell 2 and 3 Stage 3 - which would cover the period to the end of the excavation of Cell 3
The Department has reviewed your request and approves the staging of the pre-site establishment management plans as above
If you have any enquires on this matter please contact Emma Barnet on 9228 6412 or emmabarnetplanningnswgovau
Yours sincerely
C auie_ C~ris Ritchie cf r 6 Director Industry Assessments As the delegate of the Secretarys
Department of Planning amp Environment 23-33 Bridge Street Sydney NSW 2000 I GPO Box 39 Sydney NSW 2001 I T 02 9228 6111 I F 02 9228 6455 I wwwplanningnswgovau Page 63 of 136
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 2
Approval from DPampE for Huon Designs to undertake Plan
Page 66 of 136
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Moumlbius p a r t n e r s ACN 605 342 550
MarketingEducationPlanningMediaCommunicationIssuesManagementStrategySustainabilityRecoveryRecyclingWasteDiversionTechnology
4 August 2015 Ms Carolyn McNally Secretary Department of Planning and Environment (DPampE) GPO Box 39 Sydney NSW 2001 Attention Mr Chris Ritchie Manager Industry by Email ChrisRitchieplanningnswgovau Re Orchard Hills Waste Project - Land amp Environment Court ndash Director Generals Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works Further to our letter of 27 April 2015 and conversations that your David Mooney has had with our Ben Haynes from Jensen Bowers since our meeting on 9 June 2015 we provide an amended schedule of consultants to address the issues raised by DPampE The changes to Table 1 (previously provided) have been highlighted in red for ease of reference These changes have been summarised below
1 Noise Expert assisting Lead Auditor ndash Richard Hayden of Acoustic Dynamics
We have replaced EMMGA with Richard Hayden of Acoustic Dynamics to assist the lead Auditor in addressing the noise issues relating to the audit Richardrsquos CV is also attached
2 Civil and Structural Engineers assessing capacity of Road Bridge on Luddenham Road - Taylor Thompson Whiting
We understand that DPampE had some concerns that the traffic engineer Craig Hazel did not have the technical expertise to undertake the investigations relating to the structural capacity of the Bridge on Luddenham Road south of the Mamre Road intersection We confirm that we propose to use TTW a very reputable firm of structural and civil consulting engineers to undertake this specialist task Details of this firm can be found at httpwwwttwcomau We note the Consent requirement for ldquoThe investigation must be carried out in consultation with Council and to the satisfaction of the Director Generalrdquo 3 Quarry Operation Management Plan ndash Greg Thompson of VGT
We propose Greg Thompson of VGT to undertake the preparation of the Quarry Operation Management Plan Greg has considerable experience in this field and was the preferred consultant for CSR Brickmaking who wish to extract the clay and shale resource
We note that no formal DPampE approval endorsement of the consultants undertaking this task was required by the Consent for this task We have however provided a CV as a courtesy
Page 68 of 136
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Re Director Generalrsquos Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works
Page 2 of 3
4 Asbestos and Contamination Management Plan (and CLM Act Audit Statement)
a Preparation of Asbestos and Contamination Plan - HIBBS amp ASSOCIATES PTY LTD Occupational Health amp Safety Consultants Environmental Management Consultants
We previously nominated SGA ndash KPMG for this role Hibbs and Associates have considerable experience with asbestos related issues and we believe that this firm is better suited to this particular task CVs for each of the staff members for this project including the principal Philip Hibbs are attached for DPampE review We disclose that Hibbs and Associates provided the previous owner with a quotation for hourly rates to undertake works on the site We confirm that no works were undertaken whatsoever and no payments we made to Hibbs and Assocaites in respect of this project by anyone Under these circumstances Hibbs and Associates meet the requirement of the Consent that they are independent We attach the only document relating to Hibbs and Associates which is a two page quotation
b Audit ndash Dr Ian Swane (Jacobs) We also wish to clarify that the Audit component of these works will be undertaken by Dr Ian Swane who is also an accredited EPA auditor Dr Swanersquos CV details have been provided previously
5 Establishment of Community Liaison Committee and Website Construction and Communications Plan ndash OFP Communications
These two tasks will be undertaken by Diana Forrester and Oliver Forrester of OFP Communications
We note that no formal DPampE approval endorsement of the consultants undertaking this task was required by the Consent for this task We have however provided a CV as a courtesy We also advise that the scope of works undertaken by OFP will include broader community consultation and liaison issues as we discussed during our last meeting on 9th June 2015 A CV for OFP is also attached confirming their experience with quarrying and waste related projects
We would appreciate your early response to our nominations
Yours sincerely
David White ndash Director Mobius Partners
Mobile 0434 560 022 Email davidwhiteraconsultingnetau
Page 69 of 136
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Re Director Generalrsquos Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works
Page 3 of 3
Attachments
Table 1 ndash Audit Tasks and Consent Conditions ndash cross referenced to nominated consultants ndash changes to original Table 1 highlighted in red CVs
1 Noise Expert assisting Lead Auditor ndash Richard Hayden of Acoustic Dynamics 2 Quarry Operation Management Plan ndash Greg Thompson of VGT 3 Preparation of Asbestos and Contamination Plan - HIBBS amp ASSOCIATES PTY LTD Occupational
Health amp Safety Consultants Environmental Management Consultants a CVs b Quotation Document
4 Establishment of Community Liaison Committee and Website Construction and Communications Plan ndash OFP Communications
Page 70 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
1 36 Detailed Engineering Plans
1A
Douglas Partners (geotechnicallandfill
engineeringleachate andgroundwater)
1A1 John Russell1A2 James Pitcher
1A3 Mike Nash1A4 Mike Thom
Inhouse NPER3 Engineer requiredNo formal DPampE approval endorsement of consultants
required by Consent for this task
Previously worked on project
1B
Not required
1C
Dr Ian Swane Jacobs (Geotechnicallandfill engineering leachate and
groundwater)
Table 1 Nomination of Consultants and Auditors 30 7 15 1 of 10Page 71 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
2 311 Pre Site Establishment Audit
2A
Not required see Column C
2B
Not required see Column C
2C1
Lead Auditor Trevor Brown Trevor Brownand Associates
Alternates
2C2 Ken Holmes KMH Environmental
2C3 Julie Dickson DECA
3 313 Surrender of Existing Consents
3A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
3B
Not required see Column C
3C
Not required done by Lead Auditor
4 315Obtaining Licences (EPL) and other
Approvals
4A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
4B
Not required see Column C
4C
Not required done by Lead Auditor
Table 1 Nomination of Consultants and Auditors 30 7 15 2 of 10Page 72 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
5 33 Dilapidation Report
5A
To be done by registered consultingengineer No formal DPampE approval
endorsement of consultantsrequired by Consent for this task
5B
Not required see Column C
5C
Lead Auditor assisted by Mark Tooker NPCConsulting (civil engineering)
6 47Asbestos and Contamination Management
Plan (and CLM Act Audit Statement)
6A
Consent condition requires thatindependent consultant be used for
these works
6B
Philip Hibbs and AssociatesAsbestos and Contamination
Management Plan
6B1 Philiip Hibbs6B2 Michael Fisher
6B3 Samantha OCallaghan6B4 Vanessa Bannatyne
6C1
Dr Ian Swane (asbestos and contaminatedland issues and audit)
7 416Air Quality and Greenhouse Gas
Management plan
7A
Aleks Todoroski Todoroski AirSciences (air quality and greenhouse
gas)
7B
Not required
7C
Iain Cowan ERM (air quality andgreenhouse gas)
Table 1 Nomination of Consultants and Auditors 30 7 15 3 of 10Page 73 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
8 42 Soil Water and Leachate Management Plan
8A1 (see 1A1 4)
James Pitcher John Russell MikeNash Mike Thom Douglas Partners
(Leachate and groundwater)
8A2
Craig Bagnall Niche EH (surfacewater soils)
8A3
Mark Wainwright BMT WBM(surface water soils)
All previously worked on project
8B
Not required
8C1 (see 1C)
Dr Ian Swane Jacobs (GeotechnicalLand ll engineering)
8C2 (see 52)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
Table 1 Nomination of Consultants and Auditors 30 7 15 4 of 10Page 74 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
9 426 Noise Management Plans
9A
John Wasserman and Brian ClarkeWilkinson Murray (Acoustic
Consultants) Previously worked onproject
9B
Not required
9C
Richard HaydenAcoustic Dynamics (PrincipalManaging
Director)
10 43Construction Traffic Management Plan and
Bridge Investigation
10A
No formal DPampE approval endorsement of consultants
required by Consent for this task
Craig Hazel Traffic Solutions Pty Ltd(Traffic Engineers) Previously
worked on project
Bridge Investigations beingundertaken by specialist structural
and civil engineering firm TTW(Taylor Thompson Whiting)
10B
Not required
10C
Tim Rogers andor Josh Hollis ColstonBudd Hunt amp Kafes Pty Ltd (Traffic
Engineers)
Table 1 Nomination of Consultants and Auditors 30 7 15 5 of 10Page 75 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
11 439 Landscaping at 202 Luddenham Rd
11A
No formal DPampE approval endorsement of consultants
required by Consent for this task
Huon Designs (Landscape Architectslandform design constructionrestora on and maintenance)
11A1 Rod Cox11A2 Robyn Cox
11B
Not required
11C
Alex Fraser Fraser Environmental(Statutory compliance environmental
rehabilitation natural resourcemanagement)
12 44Bund Wall Landscaping and Vegetation
Management Plan
12A (see 11A)
No formal DPampE approval endorsement of consultants
required by Consent for this task
Huon Designs (Landscape Architectslandform design constructionrestoration and maintenance)
12B
Not required
12C (see 11C)
Alex Fraser Fraser Ecological Consulting(Statutory compliance environmental
rehabilitation natural resourcemanagement)
Table 1 Nomination of Consultants and Auditors 30 7 15 6 of 10Page 76 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
13 443 Fire and Emergency Management Plan
13A
Planager Pty Ltd (Risk Assessmentand Emergency Planning)
13A1 Karin Nilsson13A2 Anne Lewis
13B
Not required
13C
Dean Shewring Pinnacle Risk Management(Risk Assessment and Emergency Planning)
14 445 Install Site Security
14A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
14B
Not required
14C
Lead Auditor
15 446 Rehabilitation Plan
15A (see 11A)
Rod Cox and Robyn Cox HuonDesigns (Landscape Architectslandform design constructionrestoration and maintenance)
15B
Not required
15C (see 11C)
Alex Fraser Fraser Environmental(Statutory compliance environmental
rehabilitation natural resourcemanagement)
Table 1 Nomination of Consultants and Auditors 30 7 15 7 of 10Page 77 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
16 51Establishment of Community Liaison
Committee
16A
Diana ForresterOFP Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
16B
Not required
16C
Lead Auditor
17 54 Quarry Operations Management Plan
17A
Mr Greg ThompsonVGT Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
17B
Not required
17C
Phil Towler EMGA Mitchell McLennan(Environmental assessment amp
management)
Table 1 Nomination of Consultants and Auditors 30 7 15 8 of 10Page 78 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
18 55Landfill Environmental Management Plan
LEMP
18A1 (see 1A1 4)
John Russell Mike Nash Mike ThomDouglas Partners (Leachate and
groundwater)
18A1 (see 8A2 and 8A3)
Craig Bagnall Niche EH and MarkWainwright BMT WBM (surface
water soils)
All previously worked on project
18B
Not required
18C1 (see 1A)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
18C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
19 51Website Construction and Communications
Plan
19A
Diana ForresterOFP Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
19B
Not required
19C
Lead Auditor
Table 1 Nomination of Consultants and Auditors 30 7 15 9 of 10Page 79 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
20 7Fn Plan for Disposal of Water in Cell 1
20A
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
20B
Not required
20C (see 1A)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
20C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
21 7I Installation and Monitoring of Piezometers
21A (see 1A)
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
21B
Not required
21C (see 1C)
Dr Ian Swane Jacobs(GeotechnicalLandfill)
22 7J Construction Quality Assurance Plan
22A (see1A)
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
22B
Not required
22C1 (see 1C)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
22C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
Table 1 Nomination of Consultants and Auditors 30 7 15 10 of 10Page 80 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 3
GHD Plans and Cross sections for Bund Reshaping and Related Works
Page 81 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SEDIMENT DAM 4 RELOCATION (401)
CONTINGENCY STOCKPILE AREA (601 AND 602)
NORTHEASTERN BUND(101 AND 102)
ADDITIONAL TRIMMING FORNORTHEASTERN BUND(INCLUDED IN 101 AND 102)
ADDITIONAL TRIMMING FORNORTHWESTERN BUND(INCLUDED IN 103 AND 104)
NORTHWESTERNBUND (103 AND 104)
SOUTH AND SOUTHWESTERNBUND (105)
RRA PLATFORM (501 AND 502)
NORTHERN RRA BUND (503)
SOUTHERN RRA BUND (504)
INITIAL LEACHATE EVAPORATIONDAM (301 AND 302)
SEDIMENT DAM 5 (402)LOCATION UNDER REVIEW
CELL 1 (201 AND 202)
CELL 2 (203 AND 204)
CELL 3 (205)
INTERCELL BUNDEXCAVATION (206)
EASTWEST BUND BOUNDARY
NORTHEASTERN BUND EXCAVATION - DELAYED WORKS(106)
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 429 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK001dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
BULK EARTHWORKS
001
B
21-25736
PRELIMINARY
1100
SEP 2016
A INITIAL ISSUE AD 060916
B REVISED AD 101016
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW FREEBURN
LAND ENGINEERING amp MINING SURVEYORS DATEDAUGUST 2007 AND SEPTEMBER 2016
2 TO BE READ IN CONJUNCTION WITH PRELIMINARY BULKEARTHWORKS ESTIMATES (GHD 2016)
3 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
Page 82 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
CH 200CH 400
CH 500CH 600
CH 700
CH 800
CH 900
CH 1000
CH 1100
CH 0CH 100
CH 200
CH 300
CH 400
CH 500
CH 700
CH 800
CH 100
CH 300
CH 1200
CH 600
CH 0
CH 100
CH 200
CH 300
NORTHERN BUNDREFER SK003 - SK005
NORTHERN BUNDREFER SK003 - SK005
SOUTHERN BUNDREFER SK006 - SK008
SOUTHERN BUNDREFER SK006 - SK008
RRA BUNDREFER SK009
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 423 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK002dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED PERIMETER BUNDS
002
C
21-25736
PRELIMINARY
12000
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW FREEBURN
LAND ENGINEERING amp MINING SURVEYORS DATEDAUGUST 2007 AND SEPTEMBER 2016
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPERTY BOUNDARY
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 83 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 100
-100
0036
0835
05-9
490
3660
3539
-895
238
0035
75-8
363
3877
3609
-784
837
8636
28
-722
637
5936
53
-657
137
5936
79
-592
437
5937
05-5
384
3759
3726
-467
137
5937
54-4
143
3759
3776
-349
437
7338
27-2
899
4001
4099
4182
-221
042
3343
9544
13-1
664
3901
4630
4475
-109
835
1148
7345
40
000
3399
5300
4630
611
3392
5127
4660
1699
3386
4598
4714
2207
3376
4604
4739
3288
3334
4317
4793
3799
3301
4112
4818
4340
3100
3898
4845
5087
2900
3601
4881
5734
2846
3342
4913
6475
2709
3048
4949
7016
2548
2832
4975
7614
2403
2594
5003
8126
2381
2398
5018
8653
2335
2325
5033
9384
2218
2330
5055
1000
022
2223
9550
73
OFFSET
EXISTING SURFACE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL 95
CH 300
-100
0036
2236
22-9
396
3669
3670
-847
937
3437
41
-768
938
0037
99
-675
838
7838
69-6
238
3918
3913
-544
539
5739
82
-445
540
5840
91
-374
042
3441
69-3
229
4231
4212
-266
944
0043
7142
42
-203
946
0146
0342
75-1
512
4768
4797
4303
-919
4898
5015
4332
000
4753
5300
4377
569
4400
5146
4405
1195
4116
4836
4437
1776
4020
4548
4465
2432
4033
4448
4498
3024
4053
4439
4527
3548
4047
4229
4554
4103
3852
4007
4581
4691
3516
3772
4610
5203
3201
3567
4634
6264
3124
3143
4686
7707
3105
3027
4756
9008
3063
3005
4819
9601
2987
2997
4848
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 165
CH 400
-100
0040
7740
62
-887
641
1340
99
-689
941
8641
99-6
386
4204
4207
-413
342
3043
06
-344
643
0043
37
-250
044
0044
4243
78-2
000
4567
4632
4400
-143
247
6848
4744
26
000
4892
5300
4491
530
4527
5135
4515
1157
4300
4822
4544
1692
4311
4555
4568
2537
4333
4313
4605
5489
4354
3238
4728
8657
4368
2823
4864
9328
4300
2844
4891
9978
4252
2864
4918
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 145
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
CH 200
-100
0037
093
3703
-920
437
359
3739
-865
537
627
3764
-796
038
000
3795
-740
940
000
3863
3901
-683
643
000
3942
3968
-623
344
221
4025
4040
-564
846
507
4112
4116
-510
949
691
4192
4279
-445
252
000
4235
4476
-359
652
261
4287
4733
-286
052
453
4333
4954
-229
852
000
4368
5123
-169
151
000
4405
5300
-110
248
382
4434
5205
000
4257
744
8946
9355
640
000
4517
4505
1230
3716
745
5145
1217
9734
018
4380
4580
2821
3141
939
9446
31
3451
3185
237
6146
6239
5730
000
3577
4687
5584
2803
430
1247
68
6378
2800
029
4548
08
7074
2800
029
4048
42
7915
2800
029
3448
83
9690
2760
929
2249
69
OFFSET
EXISTING SURFACE
DATUM RL 150
4088
4156
4205
FINAL LANDFORM
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1052 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 1
003
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 84 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 500
-100
0041
7041
48-9
408
4175
4146
-854
041
8041
45
-788
641
8141
50-7
301
4185
4159
-661
041
8941
73-6
108
4190
4184
-535
142
0842
05-4
820
4303
4228
-427
741
2342
51-3
757
4220
4274
-320
242
8543
5942
98-2
640
4599
4537
4324
-213
649
0046
9843
48
-149
549
1349
0343
78
-881
4701
5100
4407
000
4294
5300
4450
1078
3996
4849
4501
1829
4001
4486
4538
2771
4007
4244
4583
4528
4020
3682
4668
5178
4026
3275
4700
5686
4173
2936
4724
6660
4383
2903
4772
7329
4349
2923
4805
8454
4340
2955
4860
9358
4370
2980
4904
1000
043
8929
9749
36
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 160
CH 600
-100
0040
0640
00
-922
940
2440
26
-849
140
4640
51
-709
641
0041
13
-556
741
5741
95
-490
041
6942
28
-352
641
9943
1942
93-2
947
4570
4492
4320
-243
248
9946
4543
45
-164
550
0648
8043
82-1
075
4800
5049
4409
000
4427
5300
4461
645
4320
5077
4492
2247
4378
4367
4569
3154
4405
4395
4612
3898
4427
4216
4646
4925
4494
3729
4693
5791
4485
3222
4732
6367
4643
3007
4757
7298
4536
3036
4800
8208
4459
3064
4843
8994
4444
3088
4881
9538
4454
3104
4907
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 170
CH 700
-100
0040
5940
57
-920
640
8940
71
-750
941
3941
18
-501
842
0041
91
-433
042
0242
18
-336
242
1742
63-2
804
4440
4370
4289
-217
747
9745
9643
19
000
5083
5303
4419
2419
5080
4421
4538
3780
5061
4511
4604
4324
5076
4573
4627
4909
5087
4623
4654
6932
5128
4360
4746
9573
5101
4088
4875
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 260
CH 800
-100
0042
40
-922
342
68
-837
242
71
-733
042
8643
44
-668
043
0043
54
-591
843
2243
72
-495
343
2843
94
-372
343
2844
00-3
200
4400
4471
4400
-266
046
9946
6744
68-2
123
5000
4862
4543
-957
5220
5285
4625
000
5209
5508
4651
761
5203
5172
4663
1477
5125
4822
4668
2632
5114
4544
4668
3147
5108
4544
4668
3907
5095
4548
4665
4424
5100
4566
4660
4964
5110
4586
4654
5586
5100
4589
4646
6560
5015
4620
4640
7252
4909
4641
4632
7769
4859
4636
4627
8406
4780
4675
4622
8921
4695
4688
4619
9509
4616
4458
4616
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 285
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1053 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 2
004
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 85 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 900
-100
0044
2644
29
-836
144
5544
73
-621
044
9145
46-5
665
4499
4564
-484
346
0046
6245
91-4
296
4898
4777
4639
-378
951
7348
8347
09-3
188
5410
5008
4803
-236
253
9951
8149
32
-163
153
8953
3450
00
-905
5398
5485
5000
000
5331
5605
5008
1914
5163
4889
5049
3583
5100
4370
5085
4106
4837
4121
5088
4701
4572
3838
5091
5430
4600
3409
5099
6014
4557
3326
5113
8751
4555
3299
5137
9298
4793
3293
5143
1000
048
6332
8751
45
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 200
CH 1000
-100
0045
83
-937
745
8745
95
-766
845
9046
00-7
078
4599
4600
-455
646
3946
87
-382
347
0048
4547
23-3
321
4979
4969
4754
-280
152
6650
9647
85
000
5564
5672
5032
863
5500
5333
5052
1394
5168
5104
5064
1932
4831
4950
5077
4154
4720
4301
5129
4741
4722
4016
5143
5968
4753
3462
5172
8214
4742
3500
5224
8786
4744
3500
5236
9325
4800
3500
5248
1000
050
7034
4052
63
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 215
CH 1100
-100
0047
17
-903
447
35
-808
347
5647
29
-662
747
7547
81
-523
047
9948
00
-386
748
3448
00
-284
448
3348
8648
00-2
241
4900
5092
4800
-166
351
9152
8948
53-1
072
5567
5496
4932
000
5658
5738
5013
528
5652
5499
5024
2128
5600
4967
5060
2715
5300
4951
5072
3287
5000
4679
5085
3806
4901
4432
5096
6678
4932
2904
5155
7291
4942
2911
5168
8643
4936
2926
5193
9857
4932
2939
5213
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 165
CH 1200
-100
0047
50
-899
447
5446
72
-801
047
5247
37-7
508
4759
4746
-682
447
6147
43-6
285
4759
4747
-569
647
6547
59
-489
347
6647
60
-394
047
6947
56
-326
147
6047
68-2
705
4800
4882
4782
-215
951
4950
9647
95-1
607
5500
5312
4801
-100
958
9955
4648
20
000
5853
5804
4847
680
5851
5529
4866
1696
5900
5085
4890
2212
5600
4898
4901
2741
5248
4906
4909
3296
4900
4836
4912
5786
4888
3421
4975
7537
4935
3038
5006
1000
049
9230
6650
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 175
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION(INFERRED AT THIS LOCATION)
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 407 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 3
005
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 86 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
-100
0048
31
-927
748
08
-750
347
4747
53-6
959
4757
4765
-606
047
2447
50
-530
247
0347
42
-462
047
0047
35
-372
248
0047
31
-306
848
1748
05-2
475
4710
4821
-117
547
1048
56
-570
4710
4869
000
4710
4872
681
4710
4881
1350
4710
4891
4714
4710
4914
5537
4710
4919
6365
4710
4925
6885
4710
4928
7612
4710
4931
8151
4710
4931
1000
047
1049
14
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 325
CH 100
-100
0051
34
-920
651
55
-851
751
62
-778
051
56
-707
851
50
-596
951
0051
13
-535
151
0650
98
-365
050
2850
66-3
111
5007
5063
-256
452
6350
61-1
976
5574
5045
-142
559
7050
5056
22
000
6145
5067
5715
890
6101
5082
5750
1411
5863
5098
5727
1918
5580
5103
5575
2503
5201
5109
5505
3122
5035
5114
5286
3880
5008
5122
5018
4804
4985
5133
4939
5739
4982
5149
4934
6585
4983
5158
4929
7245
4998
5163
4926
7750
5013
5167
4923
8338
5039
5171
4920
8881
5063
5175
4917
9403
5071
5178
4914
9962
5053
5182
4911
OFFSET
EXISTING SURFACE
CELL DESIGN LEVEL
FINAL LANDFORM
SOUTHERN BUND DESIGN LEVEL
RRA PLATFORM
DATUM RL 360
CH 200
-100
0055
84
-920
955
52
-838
056
01
-759
556
00
-671
155
97
-606
855
87
-510
755
5255
62
-429
455
2255
33
-318
655
2155
14-2
612
5506
5505
-199
857
9955
0357
06-1
497
6049
5502
5714
000
6365
5496
5736
1467
6306
5493
5758
2105
6099
5495
5768
2654
5801
5497
5776
3194
5798
5499
3698
5167
5493
4403
4960
5483
5146
4976
5476
5877
5000
5477
7271
5009
5468
7872
4970
5466
9103
4921
5453
9997
4921
5448
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CH 300
-100
0057
88
-585
057
7756
00
-441
257
6456
00
-307
257
0156
00-2
544
5974
5600
5816
-199
162
8256
0058
06
-126
665
0756
0057
90
000
6485
5600
5761
1116
6400
5600
5736
1812
6346
5600
5722
2542
6318
5600
5708
3196
6001
5600
5699
3699
5800
5600
5691
4216
5611
5600
4903
5517
5600
5693
5399
5600
6290
5275
5593
6862
5238
5582
7589
5233
5570
8101
5138
5560
8921
5091
5547
9485
5000
5537
1000
049
4955
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
5657
5463
5207
4919
4915
4909
4906
4900
4895
5595
5419
5219
5152
5165
5129
5033
4971
4928
4914
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1056 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 1
006
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 87 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 400
-100
0054
5954
52
-938
054
5854
63-8
798
5457
5467
-678
254
9354
70
-611
455
0654
70
-546
155
0054
72
-361
954
8854
92-3
039
5756
5501
-249
960
2455
1058
76-1
944
6300
5518
5874
000
6439
5543
5866
1064
6476
5556
5862
1689
6400
5565
5860
2273
6300
5572
5857
3106
5926
5579
5844
3645
5669
5583
4465
5400
5588
5172
5200
5591
5786
5008
5593
6777
4976
5594
8721
4945
5593
9385
4952
5592
1000
049
6155
89
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CH 500
-100
0052
65
-908
352
4952
59
-773
552
6752
65
-566
252
8152
85
-469
852
9052
99
-400
352
9753
11
-334
053
0053
22-2
808
5600
5332
-227
559
0053
4157
87-1
765
6189
5349
5795
000
6329
5379
5823
1022
6300
5391
5845
1639
6000
5400
5859
2247
5887
5405
5890
2770
5700
5409
3517
5389
5414
4034
5085
5417
4803
4869
5421
5309
4876
5423
6268
4800
5426
6862
4768
5428
8266
4795
5430
9415
4816
5430
1000
048
2854
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 350
CH 600
-100
0050
4450
35
-908
150
4450
33
-820
950
3850
38-7
645
5035
5036
-612
550
2950
27
-532
150
2350
28
-451
850
1150
24
-347
551
0050
44-2
897
5458
5050
-234
658
0050
6057
40-1
845
6108
5073
5744
-666
6283
5105
5754
000
6292
5123
5760
1453
6300
5162
5774
2007
6100
5177
5779
2523
5800
5191
5784
3143
5400
5200
3661
5100
5221
4575
5057
5249
5482
5069
5284
6218
5090
5312
7375
5093
5357
7913
5100
5378
8683
5166
5400
9219
5171
5400
9970
5172
5400
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 350
CH 700
-100
0052
6151
23
-938
752
4251
02-8
876
5200
5088
-826
052
8950
71
-757
152
8750
50-7
011
5286
5032
-624
552
6350
21-5
704
5271
5017
-499
252
5250
14-4
400
5219
5016
-385
851
4150
20
-325
051
4950
29-2
681
5165
5038
-201
154
0050
54-1
490
5634
5069
-846
5999
5087
5750
000
6289
5111
5732
873
6269
5137
5719
1425
6315
5154
5697
1999
5930
5170
5411
2614
5518
5188
5104
3223
5110
5206
4800
3784
4862
5217
4761
4778
4713
4533
5240
6494
4652
3639
5262
8174
4701
2996
5286
8707
4700
2992
5291
9245
4630
2988
5296
9843
4443
2983
5298
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 170
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
5698
5355
5050
4889
4892
4896
4897
4899
5732
5465
5268
4960
4848
4846
4844
4846
4848
4850
5545
5337
4971
4791
4793
4797
4798
4800
4801
4803
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1055 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 2
007
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 88 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 800
-100
0050
8350
95
-828
550
6650
59
-554
050
1150
01
-336
649
3749
85
-232
649
4649
59-1
804
5299
4947
-121
857
0149
32-6
8660
6649
1957
19
000
6478
4902
5720
784
6373
4889
5719
1401
6309
4895
5476
1907
6005
4904
5247
2514
5604
4922
4968
3107
5202
4946
4811
3765
4829
4971
4811
4337
4789
4582
4991
5673
4847
3945
5021
6362
4900
3531
5035
6869
5018
3193
5040
7483
5100
2897
5047
8096
5096
2891
5052
8633
4926
2886
5057
9141
4700
2881
5058
9988
4599
2873
5061
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 160
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1055 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 3
008
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 89 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
-100
0046
0054
7931
13
-890
245
6954
7931
29-8
370
4600
5476
3183
-525
946
6654
5242
26
-449
146
7654
4544
79
-358
646
8654
3346
86
-278
547
0054
2447
79-2
284
4755
5418
4964
-172
148
5554
1051
46-1
164
4927
5403
5325
-647
4981
5393
5492
000
5049
5376
5700
559
5089
5358
1416
5157
5332
1989
5159
5315
2663
5200
5294
3253
5261
5275
3813
5300
5260
4412
5326
5241
4912
5346
5228
5471
5346
5218
5991
5338
5207
6581
5359
5201
7131
5386
5200
7773
5388
5200
8297
5350
5200
8990
5338
5202
9606
5364
5210
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DESIGN SURFACE
DATUM RL 185
CH 100
-100
0049
0056
3132
18
-900
549
0056
2532
45-8
436
4700
5621
3261
-747
147
0056
1532
53
-617
647
0056
0732
37
-551
346
6756
0335
91
-449
346
5955
8641
44
-348
846
8055
6446
39
-286
047
0055
5047
00
-159
147
0055
2250
96
-580
4700
5499
5477
000
4673
5486
5700
606
4646
5473
5593
1387
4640
5455
4789
2062
4655
5440
4789
2784
4689
5424
3946
4698
5400
4560
4700
5400
5236
4699
5400
6023
4763
5400
4809
6608
4821
5400
4812
7391
4896
5400
4816
7914
4930
5400
4819
8447
4965
5400
4822
8990
4990
5400
4824
9613
4970
5400
4828
OFFSET
EXISTING SURFACE
DATUM RL 195
CH 200
-100
0049
7253
91-9
470
4948
5397
-892
849
4154
02
-729
049
2554
14-6
747
4900
5418
-609
349
0054
22
-541
649
0054
26
-426
549
0054
30-3
759
4904
5431
-323
249
3454
32
-257
049
7454
31
-176
850
0054
29
-111
750
0054
26
000
5000
5418
655
5000
5411
1334
5000
5403
2047
5082
5392
2719
5300
5376
3229
5336
5365
3995
5400
5349
4565
5200
5335
5141
5064
5320
5741
5000
5330
6592
4886
5343
7221
4867
5353
7835
4847
5363
8560
4824
5374
9206
4804
5384
9893
4760
5395
OFFSET
EXISTING SURFACE
DATUM RL 180
CH 300
-100
0048
5448
4948
54
-928
648
8248
6548
82
-868
248
8348
8048
83
-802
649
0048
9449
00-7
496
4900
4906
4900
-698
949
8949
2049
89-6
450
5000
4936
5000
-592
649
1449
5249
14
-507
249
1049
7749
10
-380
549
4650
1350
57-3
233
4956
5028
5153
-220
249
5550
5453
26-1
697
4965
5060
5412
-637
5000
5081
5592
000
5001
5095
5700
1365
5037
5123
5214
2315
5061
5143
4862
3330
5100
5164
4860
3906
5158
5176
4859
4409
5252
5187
4857
4937
5500
5198
4856
5515
5700
5200
4855
6269
5700
5206
4853
6884
5304
5222
4852
7393
4987
5237
4851
7984
4900
5255
4850
8497
4900
5270
4849
9551
4865
5302
4846
OFFSET
EXISTING SURFACE
DATUM RL 295
FINAL LANDFORM
DESIGN SURFACE
FINAL LANDFORM
DESIGN SURFACE
FINAL LANDFORM
DESIGN SURFACE
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
3102
3116
3131
3168
3270
3700
4187
4741
4904
4934
4974
5115
5324
5700
5625
5227
4876
4818
4819
4820
4821
4822
4823
4825
4826
4827
4828
4829
4830
5658
5307
5368
5409
5428
5447
5476
5481
5471
5483
5517
5516
5508
5500
5488
5505
4793
4799
4802
4805
TOP OF WASTE
CLAY SHALE INTERFACE
TOP OF WASTE
CLAY SHALE INTERFACE
TOP OF WASTE
CLAY SHALE INTERFACE
CLAY SHALE INTERFACE
RRA PLATFORM
RRA PLATFORM
RRA PLATFORM
RRA PLATFORM
CELL 3
CELL 3CELL 3
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1054 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK009dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
NORTHERN RRA BUND
CROSS SECTIONS - SHEET 1
009
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 90 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
35
35
35
35
35
35
40
40
40
45
45
45
45
50
50
50
55
55
55
55
50
50
20
20
25
25
30
30
30
30
3030
3030
30
30
30
30
30
30
3030
30
30
30
30
30
3030
30
35
35
35
35
35 35
35
35
3535
35
35
35
35
3535
35
35
35
35
35
35
35
35
3535
35
35
40
40
40
40
40
40
40
40
45
45
45
45
30
35
35
35
40
40
40
40
404040
40
4045
45
45
45
45
45
45
4545
45
4545 45
45
5050
50
50
50
5050
50
5050
50
5050
50
50
50
50
5555
55
55
55
5555
5540
45
4545
45
50
5050
50
40
50
50
50
55
55
55
55
50
55
55
55
5050
50
50
50
5555
55
50
50
5050
55
55
5555
45
45
45
50
50
50
50
50
ASK021
BSK021
CSK022
DSK022
ESK023
EXTENT OF TRANSMISSION LINE EASMENT
30m PYLON EXCLUSION ZONE
30m PYLON EXCLUSION ZONE
30m PYLON EXCLUSION ZONE
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 426 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK020dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
020
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N LEGEND
DESIGN CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED AUGUST 2007 AND SEPTEMBER2016
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPERTY BOUNDARY
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 91 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONASK020 2000SCALE 1
SECTIONBSK020 2000SCALE 1
032
632
632
39
2035
6335
6334
47
4036
9536
9535
45
6037
6437
6436
32
8037
5937
5937
06
100
376
376
379
120
3908
4593
4446
140
344
5346
28
160
3383
4635
4723
180
3279
4025
4813
200
266
3235
4879
220
2016
2427
4901
240
2016
1849
1
260
2016
1849
02
280
2315
2409
4893
300
2374
2783
4927
320
2355
2804
4967
340
2824
283
4997
360
4395
285
5002
380
5137
2896
4978
400
5225
3567
4921
420
5406
4583
4865
440
6007
5033
4817
460
6374
5725
48
480
5346
5346
4837
4988
649
3649
3649
06
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -1030 0
3991
3991
3988
2042
541
3141
41
4046
1245
8442
67
6048
2653
4365
8041
3644
6144
66
100
4038
4067
4566
120
3116
3269
4665
140
3088
3017
4763
160
2962
2994
4862
180
2889
2972
4962
200
2862
295
5062
220
2858
2928
5161
240
2875
2922
5251
260
3025
2944
5339
280
3162
2966
5419
300
4013
2988
5455
320
4414
3008
5479
340
4488
303
549
360
4461
3052
5498
380
4514
3249
5509
400
4601
3333
552
420
4592
3443
5516
440
4609
448
5498
460
465
4924
5472
480
4715
5641
5444
500
4777
4768
5406
520
4838
478
5351
540
5009
479
5316
560
5179
4853
2
580
5275
481
5323
600
5303
482
5327
620
4959
483
5374
640
478
484
542
660
496
485
5453
680
5157
486
5487
700
5319
487
5521
720
5069
488
5555
740
4975
489
559
760
5002
5150
56
780
6143
567
56
800
6427
5729
56
820
6469
5793
56
840
5721
5721
5684
886
5746
5746
56
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -920
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
CLAY SHALE INTERFACE
NORTHWEST BUND
CELL 1
CELL 1 SUMP TOP OF WASTECLAY SHALE INTERFACESOUTHERN BUND
FINAL LANDFORM
CLAY SHALE INTERFACE
NORTHWEST BUND
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
NORTHERN RRA BUND
FINAL LANDFORM
RRA PLATFORM
SOUTHERN RRA BUND
INDICATIVE TEMPORARY EXCAVATION BATTER
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 328 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
021
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 92 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONCSK020 2000SCALE 1
SECTIONDSK020 2000SCALE 1
041
0641
0641
25
2041
6441
6442
27
4045
9845
1143
2
6046
8551
0544
14
8043
1448
5945
1
100
4402
4379
4608
120
4419
3629
47
140
4509
3018
4794
160
4441
3077
4889
180
4476
3137
4983
200
4969
3197
508
220
5059
3231
5178
240
454
3171
5258
260
4568
317
5331
280
4605
323
5363
300
4653
329
5388
320
5449
3498
5394
340
5467
2994
5396
360
4829
3653
96
380
4886
2951
5386
400
4934
2998
536
420
5486
3041
5329
440
5504
3024
5302
460
4928
3082
5262
480
4962
314
5214
500
5005
3121
5158
520
5014
306
5091
540
5007
3627
5036
560
4986
4663
4992
580
4958
4958
4953
600
4871
4871
4913
620
4816
4816
4882
640
4797
4797
4862
660
471
471
4872
680
471
471
488
700
471
471
4898
720
471
471
4912
740
471
471
4904
760
4704
4704
4895
780
471
471
4885
800
471
471
4867
820
471
471
4816
840
4716
4716
4761
8488
647
3247
3247
76
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -910 0
3868
3868
3876
2042
7942
7939
92
4033
0233
0243
44
6020
1618
4741
8020
1618
50
100
2016
1850
38
120
2343
1829
5079
140
2513
267
5119
160
2703
2874
5158
180
2722
2833
5197
200
2762
2861
5215
220
2846
2883
525
240
2876
2905
5262
260
2893
2927
5273
280
2888
2949
5286
300
2908
2956
53
320
3087
3003
5312
340
3681
3074
5326
360
4456
3159
534
380
445
2987
5353
400
445
2992
536
420
4655
2998
5363
440
4539
3018
5356
460
4503
3037
5349
480
4513
3056
5341
500
4527
3076
5326
520
4533
3095
5314
540
4536
3115
5306
560
4553
3134
529
580
456
3153
5292
600
458
3173
5259
620
4596
3192
5234
640
4593
3214
5208
660
4592
324
5184
680
4636
4082
5141
700
4641
4916
5096
720
5332
5582
505
740
5466
5317
5005
760
511
4901
4732
780
4538
4538
4586
7907
453
453
4566
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -1030
FMPPR EXTENT OF EXTRACTIONFMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTIONFMPPR EXTENT OF EXTRACTION
NORTHEAST BUND
CELL 2
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 3
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 2
CELL 1 SUMP NORTHEAST BUNDINDICATIVE TEMPORARY EXCAVATION BATTER
CLAY SHALE INTERFACE
INDICATIVE TEMPORARY EXCAVATION BATTER
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1141 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
022
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 93 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONESK020 2000SCALE 1
042
1342
1342
1
2044
6244
6243
03
4036
0436
1645
63
6034
7328
7348
8
8035
2228
0850
22
100
3416
2865
5067
120
3282
2927
5112
140
3493
2988
5157
160
3515
3003
5202
180
3563
2943
5247
200
3573
2957
5292
220
3718
3014
5337
240
3934
3064
5382
260
407
3122
5426
280
4434
3068
547
300
4477
3048
5514
320
4495
3323
5558
340
454
3161
5601
360
4596
3145
5629
380
4701
3124
5651
400
4684
3111
5663
420
4691
3094
5662
440
4713
3077
5642
460
489
306
5617
480
5041
3044
5595
500
5114
3027
5552
520
5148
301
5508
540
5178
2994
5464
560
5223
2977
542
580
5288
296
5377
600
5439
2944
5333
620
5201
2927
5289
640
4795
2909
5245
660
4788
2891
5201
680
4774
3604
5154
700
4778
4637
5108
720
546
5082
5061
740
5598
5665
5015
760
5122
513
4809
780
4726
4738
4738
7907
4718
4718
4708
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -920
FMPPR EXTENT OF EXTRACTION FMPPR EXTENT OF EXTRACTION
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 3
NORTHEAST BUNDINDICATIVE TEMPORARY EXCAVATION BATTER
CLAY SHALE INTERFACE
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1141 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
023
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 94 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
LOT 4DP 242968
LOT 2DP 586093
LOT 2DP 238092
LOT 42DP 738126
PATONS LANE
PATONS LANE
EASTWEST BUNDBOUNDARY
INITIALLEACHATEEVAPORATIONDAM
RRAPLATFORM
CELL 3
CELL 2CELL 1
LONG-TERMLEACHATEEVAPORATIONDAM
CONTINGENCYSTOCKPILEAREA
NORTHEASTERNBUND
NORTHWESTERNBUND
SOUTH ANDSOUTHWESTERNBUND
NORTHERN RRABUND
SOUTHERN RRA BUND
ADDITIONAL TRIMMING FORNORTHEASTERN BUND
ADDITIONAL TRIMMING FORNORTHWESTERN BUND
SEDIMENT DAM 5(PRELIMINARY CAPACITY 53MLSUBJECT TO DESIGN)
SEDIMENT DAM 6(CAPACITY 33ML SUBJECT TO DESIGN)
OUTLET AND SPILLWAY TOADJACENT PROPERTY
LANDFILL CELLACCESS ROAD
HAUL ROAD
SEDIMENT DAM 4A(PRELIMINARYCAPACITY 75MLSUBJECT TO DESIGN)
PROPOSED COMBINEDOUTLET STRUCTURE
30m PYLON EXCLUSION ZONE
SEDIMENT DAM 3B(PRELIMINARY CAPACITY 31 ML SUBJECT TO DESIGN)
OUTLET TO ADJACENT PROPERTY
SEDIMENTDAM 6A(IF REQUIRED)
30m PYLON EXCLUSION ZONE
SPILLWAY
BLAXLAND CREEK
OUTLET TO BLAXLAND CREEK
DUPLICATE CULVERTTHROUGH BUND TO INCASE OF BLOCKAGE
AVERAGE CHANNELGRADE ~ 13
AVERAGE CHANNELGRADE ~ 19
AVERAGE CHANNELGRADE ~ 30
AVERAGE CHANNELGRADE ~ 16
AVERAGE CHANNELGRADE ~ 23
EXTENT OF TRANSMISSION LINE EASMENT
SEDIMENT DAM 3A(PRELIMINARY CAPACITY 31 ML SUBJECT TO DESIGN)
BIOSWALECONVEYINGDAM 3A OUTFLOW
SEDIMENT DAM 2A(CAPACITY SUBJECT TO DESIGN)
EXISTING DAM 2
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No16 December 2016 - 433 PM G2125736CADDDrawings21-25736-SK010dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
SURFACE WATER
010
F
21-25736
PRELIMINARY
12000
DEC 2016
E REVISED AD 081216
F REVISED AD 161216
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN - LAND ENGINEERING amp MININGSURVEYORS DATED SEPTEMBER 2016
2 TO BE READ IN CONJUNCTION WITH SK011CATCHMENT PLAN (GHD 2016)
3 SUBJECT TO CHANGE BASED ON DEVELOPMENT OFCONCEPT DESIGN
4 ON-SITE DRAINAGE TO BE DESIGNED TO PROVIDECAPACITY FOR THE 1 IN 20 YEAR AVERAGERECURRENCE INTERVAL (ARI) STORM EVENT
5 INTERNAL ROAD CULVERTS AND PIPES THROUGHBUNDS TO BE DESIGNED FOR 1 IN 100 YEAR ARISTORM CAPACITY
6 SEDIMENT BASINS TO BE DESIGNED TO PROVIDE FOR90TH PERCENTILE 5 DAY RAINFALL CAPACITY INACCORDANCE WITH THE REQUIREMENTS OFMANAGING URBAN STORMWATER - SOILS ANDCONSTRUCTION MANUAL (DECC 2004)
7 SEDIMENT DRAINAGE CHANNELS GENERALLY TOCOMPRISE GRASSED SWALES LAID ON EROSIONCONTROL MATTING AND UNDERLAIN BY TOPSOIL
8 BIORETENTION DRAINS GENERALLY TO COMPRISEGRASSED CHANNEL UNDERLAIN BY BELOW GROUNDFILTER MEDIA
9 PERIMETER DRAINS TO CONVEY SEDIMENT LADENRUNOFF DURING BUND RESHAPING WORKS ASSHOWN TO BE CONVERTED TO CLEAN WATERDRAINS FOLLOWING BUND REVEGETATION
10 ROCK RIPRAP OUTLET PROTECTION TO BE PROVIDEDAT OUTLETS OF ALL SEDIMENT BASINS
11 ALL SEDIMENT BASINS TO INCORPORATE GABION ORROCK LINED EMERGENCY SPILLWAY
12 SEDIMENT AND EROSION SOURCE CONTROLS TO BESHOWN SEPARATELY ON SEDIMENT AND EROSIONCONTROL PLAN INCORPORATING STAGING OFESTABLISHMENT WORKS
13 ALL CAPACITIES AND SIZINGS ARE INDICATIVE ONLYAND SUBJECT TO DESIGN
DAM
CLEAN WATER DRAINAGE CHANNEL
SEDIMENT DRAINAGE CHANNEL
HEADWALL AND CULVERT
ACCESS ROAD
ROCK CHECK DAM
LOW LEVEL BERM TO EXCLUDECLEAN WATER RUN-ON
Page 95 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 4
Survey of Riparian Zone and DPI Water policies and guidelines
Page 96 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
35
35
40
40
40
20
30
3535
35
30
35
35
35
40
40
40
4545
45
4545 45
45
50
50
5050
50
50
5040
4545
45
5050
50
40
20
40
PROPOSED COMBINEDOUTLET STRUCTURE
40m RIPARIAN CORRIDOR BUFFER
20m RIPARIAN CORRIDOR BUFFERRIPARIAN CORRIDOR
PROPOSED DAM 3A
RELOCATED DAM 4A
PROPOSED NORTHWESTERN BUND
PYLON EXCLUSIONZONE
PYLON EXCLUSIONZONE
PROPOSED DAM 2A
EXISTING DAM 2
BLAXLAND CREEK
SITE BOUNDARY
SITE BOUNDARY
DAM 4 OUTLET TO DAM 3B
WESTERN BOUNDARY CLEAN WATER DRAIN
DAM 3B CLEAN WATER OVERFLOW
DAM 2A OUTLET TO DAM 2
DAM 3A OVERFLOW TO DAM 2A
20
40
PROPOSED COMBINEDOUTLET STRUCTURE
40m RIPARIAN CORRIDOR BUFFER
20m RIPARIAN CORRIDOR BUFFERRIPARIAN CORRIDOR
PROPOSED DAM 3A
RELOCATED DAM 4A
PROPOSED NORTHWESTERN BUND
PYLON EXCLUSIONZONE
PYLON EXCLUSIONZONE
PROPOSED DAM 2A
EXISTING DAM 2
BLAXLAND CREEK
SITE BOUNDARY
SITE BOUNDARY
DAM 4 OUTLET TO DAM 3B
WESTERN BOUNDARY CLEAN WATER DRAIN
DAM 3B CLEAN WATER OVERFLOW
DAM 2A OUTLET TO DAM 2
DAM 3A OVERFLOW TO DAM 2A
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No8 December 2016 - 1144 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK026dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
SURFACE WATER
026
C
21-25736
PRELIMINARY
11000
DEC 2016
B REVISED AD 071216
C REVISED AD 081216
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN - LAND ENGINEERING amp MININGSURVEYORS DATED SEPTEMBER 2016
2 PROPOSED WORKS ARE SUBJECT TO CHANGE BASEDON DEVELOPMENT OF DETAILED DESIGN
DAM
CLEAN WATER DRAINAGE CHANNEL
SEDIMENT DRAINAGE CHANNEL
HEADWALL AND CULVERT
ACCESS ROAD
STORMWATER ARRANGEMENT OVER EXISTING SURVEY
STORMWATER ARRANGEMENT OVER PROPOSED SURFACE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
TRANSMISSION LINE EASEMENT
Page 97 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for instream works on waterfront land These guidelines relate to the design and construction of works within a watercourse or on waterfront land Instream works include modifications or enhancements to the watercourse channel realignment bed control structures pipe laying and cable trenching etc
Instream works are regulated by the controlled activity provisions of the Water Management Act 2000 (WM Act) The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means that a controlled activity approval must be obtained from the NSW Office of Water before commencing the controlled activity
What are the aims and objectives for instream works The design and construction of works or activities within a watercourse or adjoining waterfront land should protect and enhance water flow water quality stream ecology and existing riparian vegetation Impacts on the hydrologic hydraulic and geomorphic functions of a watercourse should also be minimised
Consultation with relevant government agencies at the concept stage of development and during the design phase is recommended so that good outcomes can be identified planned for and achieved
The design and construction footprint and the extent of disturbances within waterfront land should be minimised
Asset protection zones and all ancillary infrastructure such as utility easements detention basins and water quality control structures roads pathscycle ways should be located outside the riparian corridor or in accordance with the NSW Office of Water guidelines for riparian corridors which may allow some works to be located within the outer 50 per cent of the vegetated riparian zone
All waterfront land disturbed by the construction or installation of a controlled activity should be rehabilitated in such a way that the integrity of the watercourse and its riparian corridor is restored or rehabilitated
What should be considered The design and construction of instream works should consider but not be limited to the following
Identify the width of the riparian corridor in accordance with the NSW Office of Water guidelines for riparian corridors
Consider the full width of the riparian corridor and its functions in the design and construction of any instream works Where possible the design should accommodate fully structured native vegetation
Identify alternative options and detail the reasons for selecting the preferred options Minimise the design and construction footprint and proposed extent of disturbances to soil and
vegetation within watercourse or waterfront land Maintain or mimic existing or natural hydraulic hydrologic geomorphic and ecological functions of the
watercourse Demonstrate the instream works will not have a detrimental impact on these functions
Page 98 of 136
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Maintain the natural geomorphic processes o Accommodate natural watercourse functions o Establish natural bed and bank profiles for example meanders chain of ponds surface water
pools and riffles and bed controls o Allow for the movement of sediment and woody debris o Prevent increased scour and erosion of the watercourse bed or banks in any storm events o Avoid locating works or structures on bends in the channel unless they are structures to restore
stability o Address existing bed degradation to protect structures and restore channel and bed stability
Maintain the natural hydrological regimes o Accommodate site hydrological conditions for example maintain low flows o Do not alter natural bank full or floodplain flows Modifications to watercourses should be based on
roughness coefficients that represent the lsquonaturalrsquo state including fully structured mature riparian vegetation
o Do not change the gradient of the bed except to address existing bed and bank degradation o Do not increase velocities by constricting flows
Protect against scour by designing and providing necessary scour protection for example rock rip-rap and vegetation
Stabilise and rehabilitate all disturbed areas including topsoiling revegetation mulching weed control and maintenance in order to adequately restore the integrity of the riparian corridor
Monitor and maintain all in-stream works until suitably stabilised
What information should be submitted for assessment When seeking approval to construct instream works the NSW Office of Water will rely on the above information to undertake its assessment and to determine if the activity should be approved All instream worksactivities should be designed and certified by suitably qualified persons
The following additional information will also be required
Detailed design drawings of proposed works (engineering certification may also be required) Detailed design drawings which include a surveyed plan cross sections (across the watercourse) and
a long section of the watercourse showing the proposed works relative to existing and proposed bed and bank profiles and water levels The cross section should extend to the landward limit of the identified riparian corridor All plans must include a scale bar
Detailed report of pre and post construction hydraulic conditions The report should address bank full discharge velocity tractive force or sheer stress afflux (Modified RTA method is acceptable) Froude and Manningrsquos lsquonrsquo roughness values relative to the proposed structure
Detailed plans of permanent bed and bank stabilisation works for scour protection Photographs of the site To assist with future monitoring and reporting all photo points should be
identified by GPS coordinates or by survey - particularly for large scale earthworks or extractive industries
A vegetation management plan prepared in accordance with NSW Office of Water guidelines for vegetation management plans
Sediment and erosion control plan A site management plan incorporating a works schedule sequence and duration of works
contingencies (in case of flood or similar) erosion and sediment controls and proposed monitoring and reporting periods
Costing of all works (materials labour) and stages of works (channel stabilisation rehabilitation) Copies of other relevant approvals for example land ownerrsquos consent or development consent
Page 99 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Controlled activities on waterfront land ndash Guidelines for instream works on waterfront land
3 NSW Office of Water July 2012
Will a maintenance period be necessary Applicants will also need to provide for a maintenance period of between three and five years after practical completion of each stage or until the site is stable The maintenance period will depend on the scope size and level of risk Engineering certification may be required at the end of the maintenance period
Maintenance includes sediment and erosion control the replacement of any works vegetation or areas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Maintenance should include sediment and erosion control replacement of any worksareas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Will a security deposit be required Applicants should note that if the likelihood of significant impact on the watercourse or waterfront land is identified security (as bank guarantees) may be required before the controlled activity is commenced The amount of security is usually based on the costings provided
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_b
Page 100 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for outlet structures on waterfront land These guidelines relate to the design of stormwater outlets and spillways from infrastructure including roads buildings constructed basinswetlands swales or other drainage works into a watercourse or waterfront land
Outlet structures on waterfront land are a controlled activity under the Water Management Act 2000 (WM Act)The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means a controlled activity approval must be obtained from the NSW Office of Water before commencing the controlled activity
What are the aims and objectives for outlet structures The design and construction of stormwater outlets should aim to be natural yet provide a stable transition from a constructed drainage system to a natural flow regime as seen in Figure 1
Figure 1 Natural outlet structure
Page 101 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
The design and construction footprint and extent of disturbance within the riparian corridor should be minimised even allowing for the intended discharge function to be achieved Refer to the NSW Office of Water guidelines for riparian corridors
All ancillary drainage infrastructure such as oil or grease interceptors sediment and litter traps constructed wetland detention basins or any works requiring on-going access or maintenance should be located outside the riparian corridor or in accordance with the NSW Office of Water guidelines for riparian corridors
Water run-off from the site should be of appropriate quality and quantity before being discharged into a riparian corridor or watercourse
Appropriate rehabilitation of disturbed areas following the installation of outlet structures should adequately restore the integrity of the riparian corridor
What should be considered in the design and construction of outlet structures The design and construction of outlet structures should consider but not be limited to the following
Define the infrastructure route and identify the specific point of discharge Where possible select a route along an existing cleared or disturbed area that avoids trees preferably beyond their drip line
Choose a stable section of the stream for the discharge point preferably mid-way between bends Alternatively incorporate outlet discharge points into disturbederoded areas which are to be stabilised or rehabilitated
Minimise construction footprint and proposed extent of disturbance to soil and vegetation within the watercourse or waterfront land
Demonstrate that changes to the hydrology of the receiving watercourse have been assessed and there is no detrimental impact on discharge volumes and channel velocities Discharge velocities and flow rates should mimic natural flows and not initiate erosion
Discharge from an outlet should not cause bed or bank instability Protect the bed of the watercourse below the outlet if not bedrock or if bed scour is likely Consider
bank material and outlet jet effect and protect the opposite streambank if required Point outlet structure and direct discharge downstream The outlet should not protrude beyond the streambank but tie in with the adjoining bank alignment Calculate tractive stresses generated from outlet discharges and from bank full discharges to
determine appropriate rock size requirements for the structure Rock rip-rap is the preferred material to provide a natural outlet Rip-rap should extend for the full
extent of the design scour apron and adjoining flanksstreambank Rip-rap must be appropriately keyed in to withstand the velocities of runoff or discharge from the site and cut-off trenches should be provided where necessary
Rip-rap should consist of durable angular run-of-quarry rock placed over a bedding layer of angular cobbles over geotextile Where possible incorporate vegetation such as sedges and rushes into scour management as Figure 1 for further stability
Grade scour apron to bed level of the watercourse or just below any permanent water created by any stable feature such as a rock bar within the watercourse
Stabilise and rehabilitate all disturbed areas including topsoiling revegetation and regeneration mulching weed control and maintenance
What information should be submitted for assessment When seeking approval to outlet structures across a watercourse or waterfront land the NSW Office of Water will rely on the above information to undertake its assessment and to determine if the activity should be approved All works and activities within watercourses should be designed by suitably qualified persons
Page 102 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Controlled activities on waterfront land ndash Guidelines for outlet structures on waterfront land
3 NSW Office of Water July 2012
The following additional information may also be required
Detailed design drawings which include a surveyed plan cross sections across the watercourse and a long section of the watercourse showing proposed works relative to existing and proposed bed and bank profiles and water levels The cross section is to extend to the landward limit of the identified riparian corridor All plans must include a scale bar
Detailed plans should include a location plan plan view elevation view and cross section of the proposed outlet structure
Detailed plans of any permanent bed and bank stabilisation works for scour protection Sediment and erosion control plan Detailed report of pre and post construction hydraulic hydrologic and geomorphic conditions Photographs of the site should be supplied To assist with future monitoring and reporting all photo
points should be identified by GPS coordinates or by survey particularly for large scale earthworks or extractive industries
A vegetation management plan prepared in accordance with the NSW Office of Water guidelines for vegetation management plans
A site management plan incorporating a works schedule sequence and duration of works contingencies such as in case of flooding erosion and sediment controls and proposed monitoring and reporting periods
Costing of all works including materials and labour and stages of works including outlet structure installation and rehabilitation
Copies of other relevant approvals for example development consent
Will a maintenance period be necessary Applicants may need to allow for a minimum maintenance period of two years after practical completion of each stage or until the site is stable The maintenance period will depend on the scope size and level of risk Engineering certification may be required at the end of the maintenance period Maintenance until stable includes sediment and erosion control the replacement of any works vegetation or areas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Will a security deposit be required Applicants should note that if the likelihood of significant impact on the watercourse or waterfront land is identified security (as bank guarantees) may be required before the controlled activity is commenced The amount of security is usually based on the costings provided
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_d
Page 103 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for riparian corridors on waterfront land Controlled activities carried out in on or under waterfront land are regulated by the Water Management Act 2000 (WM Act) The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means that a controlled activity approval must be obtained from the Office of Water before commencing the controlled activity
What is a riparian corridor A riparian corridor (RC) forms a transition zone between the land also known as the terrestrial environment and the river or watercourse or aquatic environment Riparian corridors perform a range of important environmental functions such as
providing bed and bank stability and reducing bank and channel erosion protecting water quality by trapping sediment nutrients and other contaminants providing diversity of habitat for terrestrial riparian and aquatic plants (flora) and animals (fauna) providing connectivity between wildlife habitats conveying flood flows and controlling the direction of flood flows providing an interface or buffer between developments and waterways providing passive recreational uses
The protection restoration or rehabilitation of vegetated riparian corridors is important for maintaining or improving the shape stability (or geomorphic form) and ecological functions of a watercourse
Changes to controlled activities within riparian corridors On 1 July 2012 new rules commenced regarding controlled activities within riparian corridors The new rules amend the riparian corridor widths that apply to watercourses providing more flexibility in how riparian corridors can be used and making it easier for applicants to determine the Office of Water controlled activity approval requirements Key aspects of the changes include
Provision of greater flexibility in the allowable uses and works permitted within riparian corridors The core riparian zone and vegetated buffer have been combined into a single vegetated riparian
zone (VRZ) The width of the VRZ within the riparian corridor has been pre-determined and standardised for
first second third and fourth order and greater watercourses Where suitable applicants may undertake non-riparian corridor works or development within the
outer 50 per cent of a VRZ as long as they offset this activity by connecting an equivalent area to the RC within the development site
A new lsquoriparian corridors matrixrsquo enables applicants to determine what activities can be considered in riparian corridors
Page 104 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
These changes will simplify the controlled activities application and assessment process provide greater flexibility help make more land available for housing support floodplain stormwater and bush fire management and allow riparian corridors to be used for public amenity whilst continuing to deliver environmental outcomes required under the WM Act
The riparian corridor consists of
the channel which comprises the bed and banks of the watercourse (to the highest bank) and the vegetated riparian zone (VRZ) adjoining the channel
Figure 1 The riparian corridor
Riparian corridor widths The Officer of Water recommends a VRZ width based on watercourse order as classified under the Strahler System of ordering watercourses and using current 125 000 topographic maps (see Figure 2 and Table 1) The width of the VRZ should be measured from the top of the highest bank on both sides of the watercourse
Figure 2 The Strahler System Table 1 Recommended riparian corridor (RC) widths
Watercourse type VRZ width
(each side of watercourse)
Total RC width
1st order 10 metres 20 m + channel width
2nd order 20 metres 40 m + channel width
3rd order 30 metres 60 m + channel width
4th order and greater (includes estuaries wetlands and any parts of rivers influenced by tidal waters)
40 metres 80 m + channel width
Note where a watercourse does not exhibit the features of a defined channel with bed and banks the Office of Water may determine that the watercourse is not waterfront land for the purposes of the WM Act
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Objectives for riparian corridor management The overarching objective of the controlled activities provisions of the WM Act is to establish and preserve the integrity of riparian corridors
Ideally the environmental functions of riparian corridors should be maintained or rehabilitated by applying the following principles
Identify whether or not there is a watercourse present and determine its order in accordance with the Strahler System
If a watercourse is present define the RCVRZ on a map in accordance with Table 1 Seek to maintain or rehabilitate a RCVRZ with fully structured native vegetation in accordance
with Table 1 Seek to minimise disturbance and harm to the recommended RCVRZ Minimise the number of creek crossings and provide perimeter road separating development from
the RCVRZ Locate services and infrastructure outside of the RCVRZ Within the RCVRZ provide multiple
service easements andor utilise road crossings where possible Treat stormwater run-off before discharging into the RCVRZ
The Office of Water however does allow for a range of works and activities on waterfront land and in riparian corridors to better meet the needs of the community so long as they cause minimal harm as outlined in the riparian corridor matrix below
Riparian corridor matrix The riparian corridor matrix enables applicants to identify certain works and activities that can occur on waterfront land and in riparian corridors Applicants should note that the matrix relates to controlled activity approvals under the WM Act only They are still required to comply with other relevant government legislation such as threatened species flood planning levels and fisheries guidelines
Table 2 Riparian corridor matrix
Detention basins
Road crossings Stream order
Vegetated Riparian
Zone (VRZ)
RC off-setting for non
RC uses
Cyclewaysand paths
Only within 50 outer VRZ
Online
Stormwater outlet
structures and
essential services
Stream
realignment
Any Culvert Bridge
1st 10m
2nd 20m
3rd 30m
4th + 40m
Key Stream order The watercourse order as classified under the Strahler System based on 125000 150000 or 1100000 topographic maps whichever is the smallest scale available A full list is provided at Part 2 Schedule 2 of the Water Management (General) Regulation 2011 Vegetated riparian zone (VRZ) The required width of the VRZ measured from the top of the high bank on each side of the watercourse Riparian corridor (RC) off-setting for non RC uses Non-riparian uses such as Asset Protection Zones are allowed within the outer 50 per cent of the VRZ so long as offsets are provided in accordance with the averaging rule as seen in Figure 3
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Cycleways and paths Cycleways or paths no wider than four metres total disturbance footprint can be built in the outer 50 per cent of the VRZ Detention basins Detention basins can be built in the outer 50 per cent of the VRZ or online where indicated Refer to the Office of Waterrsquos Controlled activities Guidelines for outlet structures and Controlled activities Guidelines for instream works Online basins must be dry and vegetated be for temporary flood detention only with no permanent water holding have an equivalent VRZ for the corresponding watercourse order not be used for water quality treatment purposes Stormwater outlet structures and essential services Stormwater outlets or essential services are allowed in the RC Works for essential services on a fourth order or greater stream are to be undertaken by directional drilling or tied to existing crossings Refer to the Office of Waterrsquos Controlled activities Guidelines for laying pipes and cables in watercourses and Controlled activities Guidelines for outlet
structures
Stream realignment Indicates that a watercourse may be realigned Refer to the Office of Waterrsquos Controlled activities Guidelines for instream works
Road crossings Indicates permitted road crossing methods Refer to the Office of Waterrsquos Controlled activities Guidelines for watercourse crossings and NSW DPI policy and guidelines for fish friendly waterway crossings for Class 1 and 2 waterways
What is the averaging rule Non riparian corridor works and activities can be authorised within the outer riparian corridor so long as the average width of the vegetated riparian zone can be achieved over the length of the watercourse within the development site That is where appropriate 50 per cent of the outer vegetated riparian zone width may be used for non-riparian uses including asset protection zones recreational areas roads development lots and infrastructure However an equivalent area connected to the riparian corridor must be offset on the site (see Figure 3) and the inner 50 per cent of the vegetated riparian zone must be fully protected and vegetated with native endemic riparian plant species
Bridges cycleways paths stormwater oulets and other essential services do not need to be offset but must comply with the requirements set out in the riparian corridor matrix (Table 2) and other relevant Office of Water controlled activities guidelines Offline detention basins do not need to be offset so long as there is an equivalent VRZ for the corresponding watercourse and they are built in compliance with the Office of Waterrsquos Controlled activities Guidelines for watercourse crossings and Controlled activities Guidelines for in-stream works If a proposed basin will not have an equivalent VRZ for the corresponding watercourse it may still be built in the outer 50 per cent of the VRZ but must be offset
The averaging rule should generally be applied to cleared waterfront land Development proposals involving waterfront lands that contain existing native vegetation should seek to preserve that riparian vegetation in accordance with the minimum riparian corridor requirements outlined in Table 1 Figure 3 Averaging rule
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Controlled activities on waterfront land - Guidelines for riparian corridors on waterfront land
5 NSW Office of Water July 2012
Applications for controlled activity approvals Applications for controlled activities approvals should be informed by the riparian corridor matrix shown in Table 2 and prepared using the Application for a Controlled Activity Approval for works on waterfront land form and the Guideline for completing an application for a Controlled Activity Approval
Other controlled activity guidelines are available on the Office of Water website and outline relevant considerations for applicants when proposing activities and works on waterfront lands
Streamlined assessment Where applications are presented in accordance with the riparian corridor matrix (Table 2) and other Office of Water controlled activity guidelines they will be assessed under a streamlined process This may decrease the amount of time it takes the Office of Water to make a determination saving applicants time and money
Applications that do not conform to the matrix andor relevant Office of Water controlled activity guidelines will continue to be subject to merit assessment to ensure that the proposals meet the requirements of the WM Act All applications will still need to demonstrate that minimal harm will occur to waterfront land before a controlled activity approval will be issued
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_e
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 5
Report on EEC Impacts Project Approval Document Schedule 6 Condition 5 c
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of2010
Casuarina glauca
Acacia parramattensis
Eucalyptus amplithornlia
Eucalyptus moluccana
DELLARA PTY LTDProposed Orchard Hills Facility
Response to ltem 1(e)in Short Minutes of Order - 12 May 2011
in the Land and Environment CourtProceeding No 1 0928 of 201 0
INTRODUCTION
Point 1(e) in Short Minutes of Order nominates the following
Riparian Zone and EEC
(e) Provide information on the impacts of dust surface water and
groundwater upon the vegetation within the riparian zone and EECwithin the conservation zone both on and off the Project Site
Based on detail provided by NPWS 119971 the Blaxland Creek riparian zone within and
outside the Project Site comprises tree and shrub vegetation including
Mel aleuca line ar iithornliaBursaria spinosa and
Grevillea juniperina
plus a range offerns and other grass and herb groundcover species
The adjoining endangered ecological community west of the Project Site (on Commonwealth
land) |NPVS 1997] comprises tree and shrub vegetation including
Acacia decurrens Breynia oblongifolia
Eucalyptus moluccana Phyllanthus virgatus
Meleleuca lineariifolia Acacia elongata
Melaleuca stypheloides Acaciafalcata
Melaleuca nodososlash
Dodonaea viscosa subsp cunesta
Bossiaea prostrata and
Eremophila debilis
Astroloma humifusum Pultenqea microphylla
plus a range ofgrass and herb groundcover species
I have set out below the impacts that I consider will occur on the vegetation within both theBlaxland Creek riparian zone and the adjoining endangered ecological community
DUST IMPACTS
Dust which accumulates in high concentrations on plant leaves can have the effect ofinterfering with photosynthesis by reducing the amount of light reaching the photosynthetic
apparatus of the leaves and increasing leaf temperature In addition dust can have an impacton water vapour loss by preventing the leaf stomates from closing as they would normally do
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of2010
DELLARA PTY LTDProposed Orchard Hills Facility
Reference to PAE Holmes [2011] identifies that predicted total deposited dust levels in thevicinity of the subject vegetation communities would be in the order of 2 to 8gmm2 permonth (Scenario 1) and 2 to 4gmlm2 per month (Scenario 3) These levels include ihebackground deposited dust levels and the^predicted contribution from the facility It isnoteworthy that the higher level of Sgmlmlmonth would only be applicable at the closestpoint of the Blaxland Creek riparian vegetation and then it would only occur for the durationof activities represented by Scenario 1 ie only for a 6 month period during siteestablishment
Doley 12006] quotes Farmer [1993] as showing that direct physical impacts on vegetationbecame apparent at relatively high surface loads [eg gt Tgmlm] On the other handchemical effects of reactive materials such as cement dust may become evident at rate ofdeposition of 2gmlmz Dusts containing chemically reactive materials such as sulphates ornitrates can also have major impacts on vegetation tissue
Holmes [Henschke perscomm Muy 2011] also indicates that the dust likely to be generatedfrom activity at the site would be relatively inert mineral material rather than dust that has adeleterious impact on plant tissue by virtue of its chemical properties
The rate of dust deposition resulting from proposed activity ^at
the Orchard Hills site iscalculated by PAE Holmes [2011] to be of the order of 2-8 gmmper month
The potential rate of dust deposition calculated by PAE Holmes [2011] also assumes that thereceptive surface collects and retains all of the deposited dust and is based on collections in adust gauge from which no material can escape In practice this would not be the case sincedust is removed from leaf surfaces in the field by wind action the flexing of branches andby incident rainfall with the consequence that large proportions of any potential dust wouldnot accumulate on leaf surfaces at all or for any length of time
In this regard it is interesting to note the work of Keller and Lamprecht fcited by Doley20061in vegetation adjacent to a busy unsealed highway in the Alaskan tundra showed thatover 850o of deposited dust may be dislodged
Table 1 contains records from the Bureau of Meteorology site at Orchard Hills TreatmentWorks that show that rainfalls of gt1mm are received between 5 and 8 times each monthduring the year with a total ofjust over 76 days per year when such falls are recorded
Rainfalls of gtlmm would be sufficient to remove most of the dust from all but the mosthorizontally-orientated leaves As a consequence the levels of dust accumulation calculatedby PAE Holmes [2011] would be somewhat lessened in their magnitude generally speakingby the impacts of rain and wind on the vegetation surfaces Dust would accumulate to somedegree for a few days and then effectively be removed following wind or rain events
The amount of dust that is deposited on the leaves of growing plants is affected by theorientation of the leaves their age their surface roughness surface waxiness and wettability
For instance most eucalypt leaves are erect or pendulous in orientation rather than horizontalin presentation fGMCunningham pers obs Doley 2006] As such these leaf surfacesprovide a difficult medium for dust accumulation per se or for dust to create a debilitatingproblem
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of 2010
DELLARA PTY LTDProposed Orchard Hills Facility
Table IRainfafl Observations from Orchard Hills Treatment Works Iacute1970-20111
Month Mean Rainfallfmml
Mean Number ofRain Davs
January 1017 83
Februarv 1113 85
March 894 77
April 625 62
May 641 59
June 520 49
Julv 375 43
Auqust 398 38
September 365 51
October 563 69
November 758 78
December 723 72
Total 801 1 766Source Bureau of Meteorology website - 16 May 201 1
The other main native tree and shrub species within the Blaxlands Creek and adjoiningDefence lands at Orchard Hills are listed above These species also have generally verticalnear vertical or pendulous leaf orientations that serve to reduce dust accumulation and thusany impact on plant growth
In the light of the above considerations I conclude that there would not be any deleteriousimpacts on the vegetation of Blaxland Creek or the adjoining Defence lands from dustpotentially generated within the Project Site
SURFACE WATER IMPACTS
Reference to GSS EnvironmentaliBMTWBM (2010) and GHDGSS Environmental (2011)
identifies that no contaminated water would flow from the Project Site towards theendangered ecological community on the western side of the Project Site It is noted that thesite stormwater management system addresses sediment-laden runoff from disturbed areas
not in contact with emplaced waste and is specifically designed and maintained in separation
to the cell leachate management system Similarly the same report identifies that a range ofsuitably sized dams (in accordance with the Blue Book) would be constructed to containsurface water run off from the outer slopes of the northern and eastern faces Stormwaterrunoff inside the facility will be managed by a series of internal sediment dams within thecells (including treatment where required) which is preferentially used internally for aspects
such as dust suppression Vater surplus to usage requirements meeting required water qualitycriteria may be transferred to external sediment Dam 2 for monitored licenced discharge inaccordance with an EPL noting this is also downstream of the EEC Consequentlyconcentrations of suspended solids would be sufficiently low so as not to adversely affecteither water quality within Blaxland Creek or the adjoining riparian vegetation
In light of the proposed surface water management controls referred to above neither theendangered ecological community nor Blaxland Creek riparian vegetation will be adverselyaffected by the proposed project
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GEOFF CUNNINGHAM DELLARA PTY LTDResponse to Point 1(e) Proposed Orchard Hills FacilityLampE Court Proceeding No 10928 of2010
GROUNDWATER IMPACTS
Reference to Aquatena Consulting (2010) confirms that the installation of clay linedemplacement cells (with leachate management) and the inherently low permeability of thesurrounding claylshales that groundwater beyond the Project Site will not be adverselyaffected by the project Consequently the adjoining endangered ecological community andthe Blaxland Creek riparian vegetation will not be adversely impacted upon by the project
REFERENCES
Aquaterra Consulting Pty Ltd [20101 - Cell Design and Groundwater Assessmentprepared on behalf of Dellara Pty Ltd (Part2 of the Specialist Consultant Studies
Compendium)
Doley [20061 - Airborne Particulates and Vegetation Review of Physical Interactions CleanAir and Environmental Quality a0 p)36-42
Farmer AM [1993] - The Effects of Dusts on Vegetation - a Review EnvironmentalPollution 7963-75
GHDGSS Environmental (2011) - Report on Additional Information prepared for DellaraPty Ltd v Minister for Planning and Anor - 19 l|4ay 20Il
GSS Environmental BMT WBM [2010] - Surface Water Assessment prepared on behalfof Dellara Pty Ltd (Part 3 of the Specialist Consultant Studies Compendium)
Kellero J and Lamprecht R [1995] - Road Dust as an Indicator for Air PollutionTransport and Deposition An Application of SPOT imagery Remote Sensing of theEnvironmenI54 I-I2
NPWS l99ll Urban Bushland Biodiversity Survey of Vyestern Sydney FloraAppendices 3 NSW National Parks and Wildlife Service Hurstville
PAE Holmes [2011] - Supplementary Air Quality Assessment - Modified Preferred Project
- Orchard Hills Waste amp Resource Management Facility prepared for Dellara Pty Ltd - 18
May 2011
Geoff Cunningham B ScAgr fHons] FAIAST
Managing Director and Principal Ecologist and Soil Scientist
Geoff Cunningham Natural Resource Consultants Pty Ltd
19th May 2011
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 6
Reconciliation of the Requirements of Schedule 7 of the Project Approval
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Page1of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND
OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
A Minimum design requirements for CampI Waste stockpile buildingstormwaterleachate systems The CampI Waste Stockpile building must include the following measures unless otherwise approved by the EPA
a Stormwater management measures
i The design of the CampI storage facility stormwater conveyance system must be for the 20 year ARI stormwater event and discharge to stormwater management system (SMS)
ii The sediment dams storage for the SMS is are to be designed for a 90th percentile 5 day rainfall event to ensure that stormwater and leachate are not mixed The conveyance system is to be designed for the 20 year ARI stormwater event
b Leachate management measures
i Washdown water from within the CampI Waste Stockpile building is to be separated from stormwater and managed as leachate
ii The SMS and the LMS must be completely separate around the border of the CampI waste stockpile building
iii The concrete floor must be designed to support the mass of CampI waste and to shed washdown water to the LMS The concrete floor must have a slope to facilitate flows of washdown water into the leachate management system (LMS)
Items A a and b have been addressed in the design of the CampI Waste Stockpile Building shown in the Appendices of the LEMP specifically Drawing Vaughan Construction SK010D ndash Design and Operation of the CampI Warehouse showing Material and vehicle movements Items A a and b have been addressed in the design of the CampI Waste Stockpile Building shown in the Appendices of the LEMP specifically Drawing Vaughan Construction SK010D ndash Design and Operation of the CampI Warehouse showing Material and vehicle movements
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Page2of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
B Minimum design requirements for Gas collection systems
a The lateral collection pipes of the gas collection system are to be located not more than 50m apart
b Chimney drains are to be no more than 200 metres apart and must comprise non calcareous granular material with a permeability greater than 1x10-3 msec
c Chimney drains will be installed on the side liner to facilitate gas venting and prevent perching of leachate
d The landfill gas management system should be designed in accordance with the Handbook for the design construction operation monitoring and maintenance of a passive landfill gas drainage and biofiltration system UNSW and GHD NSW DECCW March 2010 unless otherwise approved by the EPA
SeeAuditTask18ndashLandfillEnvironmentalManagementPlanspecificallysection410andAuditTask7ndashAirQualityandGreenhouseGasManagementPlanSeeSection25oftheLandfillEnvironmentalManagementPlan(LEMP)
C Minimum design requirements for Cell liners
a The clay basal liner within each cell must
i Extend up the side of the quarry wall for at least 2m to provide for capture of leachate and prevent leakage at the join of the HDPE side liner and the clay base liner
ii Achieve an infiltration rate equivalent to or less than 90cm of compacted clay with a maximum permeability of 1 x 10-9 msec
iii The extension of the clay liner up the side of the quarry wall
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
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Page3of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
shall be of equivalent thickness (when measured perpendicular to the liner surface) and permeability as the basal liner
iv Refer to additional conditions regarding cell 2 below
b A groundwater depressurisation system (as described in Appendices of the (Revised) Overview Report for the Further Modified Project Report (Ex Z in Appeal No 10928 of 2010) accompanying the Further Modified Preferred Project Report (Ex Z in Appeal No 10928 of 2010) must be installed between the landfill cell liner and the natural geology where the cells are below the ground level The design for the groundwater depressurisation system must be included in the design for the landfill cells and accompany the application for the EPL
c The HDPE side liner must
i Overlap with the basal clay liner (which must extend up the side wall for at least 2m)
ii Be placed against an appropriate geotextile cushion material against the side of the quarry wall
iii If in the opinion of a certified CQA assessor the HDPE will be damaged by the roughness of the inside wall surface then a composite clay-HDPE liner system must be placed against the entire quarry wall unless otherwise approved by the EPA
iv Have a minimum thickness of 15mm and conform to the relevant Australian Standards
d Geotextile must be placed on either side of the HDPE side liner
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
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Page4of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
e All cell construction works are to be assessed by the CQA assessor and certified as suitable before emplacement of waste begins
f All cells and sub cells must include an active leachate extraction or drainage system as per Section 284 of the FMPPR
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
D Minimum design requirements for Capping
a The capping design must be the modified cap design incorporating a geomembrane liner and drainage layer (as specified in Table 24 of the FMPPR) (note that the drainage layer is not optional)
b The drainage layer permeability must be greater than 1x10-3 msec The aggregate used in the drainage layer must not include crushed concrete
c The sealing clay layer must be a minimum of 600mm thick and have a permeability of not greater than 10 -8 msec
d The subsoil layer must be a minimum thickness of 750mm
e The bund walls on the north eastern and eastern boundaries of the site must be conditioned as part of the site development works and before any waste is placed on the site
f All barrier and drainage layers including geomembrane must be the
Seesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeplansinAppendicestoBundwallLandscapingandVMPandRehabilitationPlan
1 SiteEstablishmentndashRehabilitationandLandscapingPlanDrawingNoPL201709Adated10January2017
2 LandformandRehabilitationLandscapingPlanDrawingNoPL201710Adated10January2017
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Page5of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
subject of approval by the EPA
E Minimum design requirements for Cell 2 An additional groundwater depressurisation layer behind the HDPE side liner of Cell 2 must be installed if required to relieve groundwater pressure caused by the increase in depth
ThisrequirementisnotrelevantuntilplansforStage2(Cell2)aresubmittedfollowingthecompletionofStage1(Cell1)
F Landfill operational requirements
1 In addition to the leachate management system specifications indicated above the landfill operation must comply with the following requirements to ensure that leachate is minimised and that leachate is separated from stormwater throughout the operation of the Project unless otherwise approved by the EPA
a The active landfilling face must not exceed 420 m2 in plan area at any time
b The daily cover must be placed on the active landfill area to a minimum thickness of 150mm The area of landfilled waste with daily cover should not exceed 1ha
c The active cell must be covered with intermediate cover of clay rich soil to a minimum thickness of 300mm should it not be landfilled within 90 days of placement of daily cover
d The combined area of daily cover and intermediate cover should not exceed 3 ha at any one time excluding temporary batter slopes and any sub-cell that is undergoing final capping and revegetation unless otherwise approved by the EPA
SeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)
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Page6of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
e Batter slopes must be covered with intermediate cover where exposed for more than 90 days The final capping and revegetation works of any subcell should be completed within 3 months of all of the landfilled waste in that subcell reaching the approved final landform unless otherwise approved by the EPA
f The cell must be progressively capped with the final capping profile as per condition D(a-f) of Schedule 7
g The active landfilling faces must be bunded to prevent run-off and run-on of stormwaterleachate from the exposed waste
h Collect and extract stormwater runoff from daily and intermediate covered areas and discharge this water as stormwater subject to testing and compliance with the specifications in the EPL
i All leachate drainage and capping drainage material must achieve a permeability of greater than 1x10-3 msec and comprise non calcareous granular material
j The leachate head is to be monitored as part of the monitoring program
k The leachate head on the liner system should not exceed 300mm above the cell floor throughout the operation of the facility unless leachate is required to be stored in the landfill under extreme wet weather conditions
SeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)andSeeplansinAppendicestoBundwallLandscapingandVMPandRehabilitationPlan
SiteEstablishmentndashRehabilitationandLandscapingPlanDrawingNoPL201709Adated10January2017andLandformandRehabilitationLandscapingPlanDrawingNoPL201710Adated10January2017
SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)
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Page7of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
l If the leachate head exceeds 300mm additional leachate extraction measures are to be implemented immediately to reduce the leachate head to acceptable level
m The Leachate Management Plan must include contingency measures in the event of failure or severe storm event or excess leachate volumes greater than the modelled predictions or fugitive leachate emission
n During site establishment the material within the dam in the Cell 1 area is to be treated as follows
i Water is to be tested prior to pumping and appropriately disposed of
ii Sediment is to be tested classified and appropriately disposed of
iii Testing procedures are to be carried out in accordance with EPA procedures and for EPA analyte list
Seesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeeAuditTask20ndashStormwaterDewateringManagementPlanapprovedbytheEPA7March2017
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Page8of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
G Waste inspection procedures 1 Detailed waste screening procedures for all waste received at the site and all waste extracted from bund walls are to be prepared and implemented to ensure that all waste meets the classification of general solid (non-putrescible) or special waste for asbestos recovered from the on-site bunds The procedures must include
a Visual inspection of all received waste
b All staff members that monitor the site entrance shall be trained in the identification and classification of solid waste Vehicles with unacceptable loads of waste will be refused entry to the site
c Require documentation for all soils received from the site to confirm their origin
d Random sampling and testing of soils to confirm that they meet the classification of general solid (non-putrescible) waste
e Prominent signage at the entrance to the landfill defining acceptable wastes and directing users to contact the gateperson for information regarding disposal of other wastes
f Random daily inspection of vehicles entering the landfill All vehicles suspected of containing unacceptable waste will be refused permission to deposit waste until the waste is verified as being acceptable Staff shall require and collect appropriate evidence from the driver of the vehicle eg test certificate approvals etc as appropriate as verification that the waste is acceptable
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
Page 122 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Page9of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
g Directing vehicles with unacceptable wastes to an appropriate disposal facility
h Random monitoring and inspection of wastes as they are discharged from vehicles at the waste disposal areas by site personnel All waste suspected of being unacceptable will be segregated and checked as to its acceptability eg by detailed inspection andor testing as deemed appropriate by site staff
i Monitoring of the deposited waste during spreading compaction and covering at the landfill or stockpiling at the site All waste suspected of being unacceptable will be segregated and checked to determine its acceptability eg by detailed inspection andor testing as deemed appropriate by site staff and
j Recording of all incidences of identification of unacceptable wastes in the sitersquos daily log The record will include
i Details of the waste eg type
ii Source of the waste eg vehicle identification driver identification and generator of the waste
iii Recommended waste management facility(s)
iv Result(s) of contacting the waste management facility and
v Date contacting the EPA
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
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confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Page10of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
k In the event that unacceptable waste is identified in an incoming vehicle the vehicle will be refused entry re-directed and details of the incident recorded as described above Site personnel will advise the driver of the vehicle of appropriate waste management facilities or to contact the EPA for advice on appropriate management of the unacceptable waste
l In the event that unacceptable waste is identified during deposition by a vehicle staff will immediately segregate and contain the waste away from the active landfilling area or recycling amp re-processing area Site personnel will record the details of the waste such as type the source and the vehicle and driver identification Site personnel will advise the driver of the vehicle that the waste is not acceptable and may load the waste back onto the vehicle where practical and safe to do so The vehicle will then be escorted from the landfill by Site personnel Site personnel will advise the driver of the vehicle to contact the EPA for advice on the appropriate management of the unacceptable waste
m In the event that unacceptable waste is identified during the spreading and compaction of deposited waste or stockpiling at the site site personnel will segregate and contain the waste away from the active waste disposal or recycling amp re-processing areas Site personnel will make all practical efforts to identify the source of the waste including
i Inspecting the waste for possible identification labels on containers and
ii Identifying the type of waste and consequently the possible
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
Page 124 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Page11of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
sources
n Site personnel will contact the EPA to confirm appropriate management options and will document the final disposition of the unacceptable waste in accordance with the EPAs requirements
o In the case of asbestos and other waste contained in the bund walls a screening procedure must be developed based on information contained in the Preliminary In-Situ Waste Classification dated September 2009 to identify the procedures for ensuring all extracted waste from the bunds is appropriately classified and managed This procedure should be implemented before waste activities commence at the site
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
H Surface water and groundwater management
1 A minimum total of seven groundwater observation bores will be drilled around the perimeter of the facility as part of the site establishment works Bore construction will be in accordance with EPA requirements and sampling will be carried out in accordance with monitoring plan in the LEMP and in accordance with the EPL
2 Prior to commencement of waste emplacement the groundwater will be sampled and monitored for an EPA approved analyte list using the bores to establish background conditions in surface water and groundwater
3 Groundwater will be sampled and monitored throughout the operation of the facility and post closure for as long as deemed necessary by the EPA and at intervals specified by the EPA
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwells
Page 125 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Page12of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
4 Stormwater runoff from intermediate cover areas (minimum 300mm thick) and bunded areas of the cell floor will be isolated from contact with the waste and will be collected and pumped from the landfill area and treated as stormwater in the stormwater management system
5 Surface water runoff and leachate must be kept separate at all times To ensure this occurs the applicant is to ensure the control and mitigation measures referred to in the surface water report of GSS are to be incorporated into the design and implemented during each stagephasecell of the development including but not limited to
a Construct sedimentation dams for sediment-laden runoff
b The surface water management system is to include measures to treat run off to where required to reach acceptable discharge under the EPL according to guidelines from Managing Urban Stormwater - Soils and Construction Manual (DECC 2004) and EPA requirements
c Re-use water from sedimentation dams for dust suppression and revegetation
d Water discharged from site via a licensed discharge point where its quality is monitored
e Temporary erosion and sediment control measures to be installed during construction
f Clean runoff is must be directed away from disturbed areas
AuditTask8ndashSoilWaterandLeachateManagementPlan
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confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Page13of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
g Maintenance of sediment control structures
h Contingency procedures for breaches and cross-contamination between stormwater and leachate
6 Only stormwater is to be reused onsite for dust suppression and revegetation with excess stormwater managed and treated where required for monitored licensed discharge
7 The Stormwater Soil Water and Leachate Management Plan must identify the location of licensed discharge points for stormwater and monitoring parameters and frequency of monitoring
8 The stormwater system must be designed in accordance with the Managing Urban Stormwater ndash Soils and Construction Manual (the ldquoBlue Bookrdquo) ndash DECC 2004
9 Monitoring requirements for surface water and groundwater (parameters and frequency) must be included in the Plan
AuditTask8ndashSoilWaterandLeachateManagementPlan
I Monitoring
1 All groundwater piezometers must be installed around the site as per Annexure 5 in Appendix 1 contained the Cell Design and Groundwater Assessment (Aquaterra 2010) These piezometers must be installed and appropriately sampled during site establishment and before any waste is received at the site to determine background groundwater characteristics (groundwater quality and groundwater flow conditions)
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwells
Page 127 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Page14of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
2 The piezometers must be sampled during the detailed engineering design and site establishment phases to identify and confirm background groundwater characteristics and clarify the connectivity between groundwater and the creek
3 The operator must engage an independent party (or parties) to monitor the following during the life of the project in accordance with the LEMP and the EPL
a Groundwater levels and quality
b Leachate levels in cells and quality
c Leachate levels in dams and quality
d Surface water quality at offsite discharge point
e Cover and capping operations on waste cells
f Background groundwater characteristics and
g Clarify the connectivity between the groundwater and Blaxland Creek
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwellsInadditionseeAuditTask18‐LEMPsection493
Page 128 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Page15of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
4 Leachate modelling must be validated through independent assessment and monitoring of leachate flows levels and volumes in leachate storage ponds
5 If validation assessment of the leachate model indicates excess leachate storage is required then potential contingency arrangements must be developed and implemented to the satisfaction of the EPA If directed by the EPA further waste receipt must be suspended until the EPA is satisfied with the arrangements
6 Results of leachate validation assessment compared to the model provisions must be provided to the EPA upon request
GroundwaterMonitoringPlanisincludedinAuditTask8ndashSoilWaterandLeachateManagementPlan
J Construction Quality Assurance Plan
1 A Construction Quality Assurance Plan (CQA) must be prepared and implemented for the entire site including development works cell construction stormwater and leachate management measures capping and post closure rehabilitation
2 The CQA plan must include provisions for the following in accordance with the POEO Act
a Sources of construction material
b Testing of construction materials
c Inspection and testing procedures for constructed cell liners (basal and side)
SeeAuditTask22ndashConstructionAssuranceQualityPlan
Page 129 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Page16of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
d Construction methodology for compacting clays including number of lifts and moisture conditioning for each cell
e Inspection and testing procedures for HDPE and geomembrane liners
f Rectification of non conforming components
g Certification sign off by suitably qualified assessor on the completion of each of the specified works
h An independent certification report must be prepared to confirm that each of the specified works were completed as required and in accordance with the CQA plan and any EPL conditions This report is to be submitted to the EPA at the completion of each of the specified works
i The CQA plan must be included in the LEMP
j Contingency measures in the event of failure or sever storm event or fugitive leachate emission and
k Leachate modelling for the Project must be provided to confirm the efficacyadequacy of the proposed final leachate management and surface water management design and incorporated into the SWLMP
SeeAuditTask22ndashConstructionAssuranceQualityPlan
Page 130 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Page17of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
K Minimum Design Requirements for Rehabilitation and Post Closure Management
1 The cap design must include a drainage layer
2 Appropriate vegetation must be properly established on site and cap
3 Erosion must be controlled and managed
4 Surface water runoff must meet discharge water quality requirements as specified in the surface water assessment dated February 2010 prepared by GSS Environmental and the EPL
5 Surface water and testing must be incorporated into the monitoring plan of management
6 The final landform height and profile is not to exceed the height and shape specified in Figure 220 of the FMPPR
SeeAuditTasks12and15ndashBundwallLandscapingandVegetationManagementPlanandRehabilitationPlanThisPlanacknowledgesthecappinglayerspecifiedintheFMPPRHoweverStage1ofoperations(uptothecompletionoftheexcavationofcell1isnotlikelytoinvolvetheconstructionoffinalcappingInterimfinalcappingwillbeusedalongwithstaticloadingwithmaterialstockpilestominimizethepotentialforsettlementSeeAuditTask8ndashSoilWaterandLeachateManagementPlanandAuditTask18LEMPAuditTask8ndashSoilWaterandLeachateManagementPlanandAuditTask18LEMPDetailshavebeenincorporatedinAuditTask1ndashDetailedEngineeringPlans
Page 131 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Page18of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
7 In order to ensure there is no need to increase the height of the landform any settlement areas that may result in ponding of surface water will need to be backfilled and this process will continue until the EPA determines that the facility is stable and does not represent a risk to human health or the environment The following actions must be undertaken
a Regular maintenance of slopes through backfilling and revegetation of settled areas to prevent ponding of water and facilitate runoff and
b All backfilling activities are to be undertaken with subsoil of the same composition as proposed subsoil (on site clays) referred to the in the cap profile
8 Regular inspection and reporting by an independent suitably qualified assessor on an annual basis to assess the integrity of the cap the grade and the existence of differential settlement areas where ponding could occur
9 All reports identified above are to be provided to the EPA and relevant certifying bodies within four weeks of the inspection date Reports are also to be made publicly
10 Monitoring is to continue until the EPA determines the facility is stable and no longer represents a risk to human health or the environment
SeeAuditTasks12and15ndashBundwallLandscapingandVegetationManagementPlanandRehabilitationPlanThisPlanacknowledgesthecappinglayerspecifiedintheFMPPRHoweverStage1ofoperations(uptothecompletionoftheexcavationofcell1isnotlikelytoinvolvetheconstructionoffinalcappingInterimfinalcappingwillbeusedalongwithstaticloadingwithmaterialstockpilestominimizethepotentialforsettlement
Page 132 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 7
Response from Agencies
Page 133 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
From Irene ZingerTo davidwhitepatonslanecomauCc John GaleaSubject OUT1710124-DPI Water response - PLRRC Bund Wall Landscaping and Vegetation Management Plan and
RehabilitationDate Monday 6 March 2017 90041 PMAttachments OUT17_10124 DPI Water response - PLRRC Bund Wall Landscaping and Vegetation Management Plan and
Rehabilitationpdf
Hi David
Please fiend enclosed DPI Waters comments
For further information please contact John Galea Water Regulation Officer ParramattaOfficer telephone 8838 7520 or email johngaleadpinswgovau
Best regardsIrene
Irene Zinger | ARegional Manager - MetroWater Regulation OperationsNSW Department of Primary Industries - WaterLevel 11 10 Valentine Avenue | Parramatta NSW 2150PO Box 3720 | Parramatta NSW 2124T 02 9842 8513 M 0419 406416 F 02 9895 7501E irenezingerdpinswgovauW wwwdpinswgovau wwwindustrynswgovau
This message is intended for the addressee named and may contain confidential information If you are not the intended recipientplease delete it and notify the sender Views expressed in this message are those of the individual sender and are not necessarilythe views of their organisation
Page 134 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 2 Patons Lane Resource Recovery Centre Orchard Hills
TABLE OF CONTENTS PAGE 10 Introduction and Executive Summaryhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip5 11 Purpose of Planshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip5 12 Overviewhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip5 13 Management Plan Frameworkhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip6 14 Statement of Aims and Objectiveshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip8 15 Scope of Site Works and Activities Included in Stage 1helliphelliphelliphelliphelliphelliphelliphelliphellip9
16 Scope of Site Works and Activities Included in Site Establishment and Construction of the Recycling and Reprocessing Areahelliphelliphelliphelliphelliphelliphelliphelliphelliphellip10
17 Scope of Site Works and Activities Included in Site Establishmenthelliphelliphelliphelliphellip10 18 Scope of Site Works and Activities Included in the Construction
of the Recycling and Re-processing Area (RRA)helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip14 19 Scope of works included in operation of Stage 1helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip15 110 Project Approval and Consent Conditionshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip17
20 Site Descriptionhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip26 21 Location and Ownershiphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip26 22 Abiotic Factorshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip26 221 Climatehelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip26 222 Geology and Soilshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip26 223 Topography and Aspecthelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip26 224 Catchment and Drainagehelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip26 225 Erosionhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip26 226 Acoustics and Scenic Amenityhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip27 23 Biotic Factorshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip27 231 Florahelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip27 232 Faunahelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip27 24 Condition of Bushland and Weedshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip28 241 Site Resilience helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip28 242 Causes of weed invasionhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip29
243 Weed Management Zoneshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip30 244 Weedshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip30 30 Site Management helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip31 31 Zone 1 Conserve areas of moderate resilience - Riparian Zonehelliphelliphellip31 32 Zone 2 Restore and rehabilitate areas of low resilience ndash Property Boundarieshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip31 33 Zone 3 Maintain and control weeds in grazingquarry areas of no resiliencehelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip32 34 Erosion Strategyhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip32 341 Overland water flow across disturbed bushland areas and cleared areashelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip33 342 Storm water runoff along bio swales and dam overflowhelliphelliphelliphellip33 343 Storm water runoff down roadways and drainage swaleshelliphelliphelliphellip33 35 Fencing Strategyhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip33 351 Protective Fencing ndash Exclusion and site delineationhelliphelliphelliphellip34 352 Erosion and Sediment Fencinghelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip34 353 Vegetation Fencinghelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip34 36 Weed Management Strategyhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip34
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 3 Patons Lane Resource Recovery Centre Orchard Hills
361 Management of Causes of Weed Invasionhelliphelliphelliphelliphelliphelliphelliphelliphelliphellip35 362 Management of Weed Removal and Encouragement of Natural Regenerationhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip35 37 Site Establishment ndash Rehabilitation and Landscapinghelliphelliphelliphelliphelliphelliphelliphelliphellip36 38 Stage 1 Landform Rehabilitation and Landscaping Planhelliphelliphelliphelliphelliphelliphelliphellip47 381 Hydromulching Techniqueshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip48 39 Dust management Strategieshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip49 40 Maintenance Monitoring and Key Performance Indicatorshelliphelliphelliphelliphelliphelliphelliphelliphellip50 50 Restoration Works Programhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip52 60 Restoration Works Budgethelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip53 70 Plan Review and Modification Procedureshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip57 80 Summary and Conclusionhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip57 List of Tables Table 1A Project Approval and Consent Conditions BWLampVMPhelliphelliphelliphelliphelliphelliphelliphelliphellip17 Table 1B Project Approval and Consent Conditions Rehabilitation Planhelliphelliphelliphelliphelliphellip23 Table 2 Causes of weed invasionhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip29 Table 3 Weeds on site at time of inspectionhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip30 Table 4 Addressing causes of weed invasionhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip35 Table 5 Revegetation Species Listhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip46 Table 6 Hydromulching Seed Mix Listhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip48 Table 7 Key Performance Indicatorshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip52 Table 8 Restoration Works Programhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip52 Table 9 Restoration Works Budgethelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip54 List of Figures Figure 1 Management Plan Frameworkhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip7 Figure 2 Management Plan Approval Processhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip7 Figure 3 Site Establishmenthelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip12 Figure 4 Recycling and Reprocessing Areahelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip14 Figure 5 Cell 1 General Layouthelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip16 Figure 6 Indicative Emplacement and Cell Rehabilitation Staging helliphelliphelliphelliphelliphelliphelliphelliphellip38 Figure 7 Stage 0 Operations from the FMPPRhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip39 Figure 8 Northern Face Typical Sectionshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip40 Figure 9 Indicative Deconstruction of the Eastern Facehelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip40 Figure 10 Rehabilitation Status Following Site Establishmenthelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip42 Figure 11 Final Landform and Landscaping helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip43 Figure 12 Schematic Landscape Plan Appendix 3 MPPRhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip44 Figure 13 Native Plant Revegetation Planting Matrix helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip45
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 4 Patons Lane Resource Recovery Centre Orchard Hills
Appendices Page
1 Site Establishment ndash Rehabilitation and Landscaping Plan 58 Drawing No PL201709A dated 10 January 2017
2 Landform and RehabilitationLandscaping Plan 61 Drawing No PL 201710A dated 10 January 2017
Attachments
1 Approval from DPampE to Stage Plan 62
2 Approval from DPampE for Huon Designs to undertake Plan 66
3 GHD Plans and Cross sections for Bund Reshaping 81 and Related Works
4 Survey of Riparian Zone and DPI Water policies and guidelines 96
5 Report on EEC Impacts Project Approval 109 Document Schedule 6 Condition 5 c
6 Reconciliation of the Requirements of Schedule 7 of 114 the Project Approval
7 Response from Agency Consultation 113
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 5 Patons Lane Resource Recovery Centre Orchard Hills
10 INTRODUCTION AND EXECUTIVE SUMMARY Rodney Cox of Huon Designs has been engaged by SRC Properties Pty Ltd (SRC) to provide a Bund Wall Landscaping and Vegetation Management Plan (BWLampVMP) and a Rehabilitation Plan for the proposed Resource Recovery Centre at Patons Lane Orchard Hills 11 Purpose of Plans The specific purpose of the attached plans and report is to address and fulfill the Project Approval Consent Conditions of MP09 0074 as outlined in Tables 1A and 1B below which also identify where each of the consent conditions is addressed in this Plan The two plans have been combined for ease of reference given the overlap of issues and documents relating to the two respective plans The BWLampVMP and Rehabilitation Plan (the ldquoPlanrdquo) comprises three documents including this report Site Establishment ndash Rehabilitation and Landscaping Plan Drawing No PL201709A dated 10 January 2017 and Landform and RehabilitationLandscaping Plan Drawing No PL 201710A dated 10 January 2017 (Appendices 1 amp 2 respectively) These plans and report acknowledge incorporate and further develop the following relevant approved plans and reports in the project approval Further Modified Preferred Project Report (FMPPR) Schematic Landscape Plans and Schedules as prepared by Richard Lamb and
Associates Flora Assessment dated September 2009 prepared by Geoff Cunningham and
Response to Point 1(e) Short Minutes of Order 12 May 2011 Fauna Assessment dated September 2009 prepared by Aquila Ecological Surveys
12 Overview
Located in Orchard Hills NSW Patons Lane Resource Recovery Centre (lsquothe sitersquo) is a
resource management facility within the former Erskine Park Quarry owned by SRC
Properties Pty Ltd (the PrincipalProponent) approved for the landfilling of commercial
and industrial (CampI) and construction and demolition (CampD) waste types (which are
classified as general solid (non-putrescible) waste) Project Approval MP09_0074 was
granted in August 2012
The objectives of the Orchard Hills Waste and Resource Management Facility are to provide
a facility to assist the NSW Government to meet the recycling targets for CampI and CampD
waste to recover a high proportion of clayshale resources for the brick and construction
industry to receive and emplace wastes and residuals from the on-site recycling and to
progressively rehabilitate a disused quarry to re-instate the agriculturally productive land
consistent with the surrounding lands
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 6 Patons Lane Resource Recovery Centre Orchard Hills
13 Management Plan Framework
The Project Approval requires that this Plan and other plans of management be approved by
the Department of Planning and Environment (DPampE) prior to the commencement of the Site
Establishment works and activities (ie construction works) Additionally verification of
these Plans and other documentation is required via the Pre-Site Establishment Audit process
prior to the commencement of any Site Establishment works These Plans have been
developed to acquit these requirements and once approved by DPampE are required to be
attached to the Landfill Environmental Management Plan (LEMP) which will provide the
overarching environmental management framework for the project Once completed and
verified by the Pre-Site Establishment Audit the Proponent can proceed to commence the Site
Establishment works These requirements are set out schematically in Figures 1 and 2
Additional Plans are required to be approved and verified via a separate Pre-Operational
Compliance Audit which must be completed prior to the commencement of operations (ie
the receipt of any waste materials)
Given the long term nature of the project (25 years) approval was obtained from DPampE
pursuant to Condition 32 of Schedule 3 of the Project Approval to submit all but two Plans in
stages with Stage 1 defined as being works and activities up to the completion of the
extraction of Cell 1 which is estimated to take 5 ndash 7 years These Stage 1 Plans will need to
be updated prior to undertaking subsequent Stages 2 and 3
The other two plans required to be submitted prior to the commencement of Site
Establishment works have been prepared to cover Site Establishment works including the
construction of the Recycling and Re-processing Area which are expected to take 18 months
to complete The scope of the Site Establishment works Construction of the RRA and Stage
1 works and activities are set out in further detail below
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 7 Patons Lane Resource Recovery Centre Orchard Hills
Figure 2
Additional Plans required to be incorporated in the LEMP
ConstructionTrafficManagementPlanandBridgeInvestigation
SiteEstablishmentNoiseManagementPlan(SENMP)
Landfill Environmental Management Plan
Plans to be incorporated in the LEMP QuarryOperationManagementPlan DetailedEngineeringPlans AsbestosandContaminationManagementPlan AirQualityandGreenhouseGasManagementPlan SoilWaterandLeachateManagementPlan FireandEmergencyManagementPlan RehabilitationPlan LandfillEnvironmentalManagementPlan
ConstructionQualityAssurancePlan BundWallLandscapingandVegetationManagement
PlanandRehabilationPlan
Plans Covering Stage 1 of the Project ndash (construction works and operation for 5-7
years)
Plans Covering Site Establishment works and construction of the RRA (ie construction works only ndash no operations ndash first 18 months of the
j )
Management Plan Approval Process
Proponent Consultation with Agencies in development of Plans
Submission of Plans to DPampE
DPampE Approval of Plan
Inclusion of Plans in Audit Documentation Pre-Site Establishment Audit Completed
Lodgement of Audit with DPampE Site Establishment works can commence
Figure 1
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 8 Patons Lane Resource Recovery Centre Orchard Hills
14 Statement of Aims and Objectives
The aim of the Plan is to provide the technical detail required for SRC Properties Pty Ltd to protect conserve and enhance the native plant communities in the area The life of the project is estimated at 25 years and at the end of its operation and restoration it will be returned to pasture land and native bushland as intended in the FMPPR In keeping with the intent of the FMPPR the aim is to restore and maintain any disturbed areas This will minimize the impact of the proposed development on the sitersquos surrounding natural ecosystem and the adjacent land uses The aim of the plan is to ensure the development has positive impacts on the visual amenity of the area and the health of the vegetation communities within the area now and into the future The objectives of this plan are to identify the abiotic and biotic factors relating to the site in order to discuss the management strategies required to satisfy the Project Approval Consent Conditions satisfy the aims identified above with reference to managing existing and new native
vegetation areas weed and erosion threats final land use and visual aesthetic amenity provide a framework to implement maintain and monitor the rehabilitation of the site
There are two key vegetation communities associated with this site They are the Cumberland Plain Woodland (CPW) and the River Flat Eucalyptus Forest (RFEF) The Cumberland Plain Woodland is primarily located in Commonwealth Defence Department land to the west south west and south of the site It is an Endangered Ecological Community (EEC) and remnant species still exist on site They occur where the land has been undisturbed by previous quarry operations along the property boundaries and in the vicinity of Blaxland Creek The River Flat Eucalyptus Forest is also an Endangered Ecological Community and occurs in the northwest corner of the site It is the vegetation community associated with the riparian zone of Blaxland Creek
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 9 Patons Lane Resource Recovery Centre Orchard Hills
15 Scope of Site Works and Activities Included in Stage 1
The Department of Planning and Environment approved the lodgement of all but two
management plans on a staged basis Stage 1 is defined as being up to the completion of
excavation of Cell 1 which includes all Site Establishment works and Cells 1A 1B and 1C
Management plans will be updated in future prior to additional works being commenced
(such as Cells 2 and 3) which constitute stages 2 and 3
Stage 1 works and activities are made up of the following components
Site Establishment works and activities
Construction of the Recycling and Reprocessing Area (RRA)
Operation of the Landfill and the RRA and cell construction up to the completion of
the excavation of Cell 1 (made up of Cells 1A 1B and 1C)
Stage 1 is expected to take 5-7 years to complete It is confirmed that Plans for Stage 1 have
been prepared based on the impacts of the above activities being carried out on a full
operational level ie up to the maximum permitted tonnages and vehicle movements as
permitted by the Project Approval which are summarised below
Hours of Construction Monday to Friday 7am to 6pm and Saturday 8am to 2pm General Operating Parameters
Total input up to 450000 tonnes per annum (tpa)
Waste recycled up to 350000 tpa
Waste landfilled up to 205000 tpa
Heavy Vehicles up to 250 heavy vehicle movements per day
Maximum resource export rate 160000 tpa
Maximum stockpile height RL 54 m AHD
Construction 10 ndash 15 people
Operation 20 people full time plus up to 10 part-time contractors
Hours of Operation
MondaytoFriday7amto6pmand
Saturday8amto2pm
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 10 Patons Lane Resource Recovery Centre Orchard Hills
16 Scope of Site Works and Activities Included in Site Establishment and Construction of the Recycling and Reprocessing Area
These construction activities are expected to 18 months to complete and will be carried out
within the following parameters
Hours of Construction
Monday to Friday 7am to 6pm and Saturday 8am to 2pm
Personnel
Construction 10 ndash 15 people
17 Scope of Site Works and Activities Included in Site Establishment
The site establishment works and activities are as follows
Constructionshaping of the northern face and much of the eastern face to their
final rehabilitated landform and landscaping of those faces
Construction of the northern face will be achieved through the following
Reshaping the existing northeastern and northwestern bund walls by reducing
its height in some areas raising its height in other areas to create an even
northern face with a maximum elevation of 53 m AHD and a more gentle
northerly slope than currently exists The new northern face and acoustic mound
will provide acoustic protection for the earthmoving and landfilling
equipmentvehicles operating within Cells 1 and 2 The acoustic mound will be
removed at the conclusion of capping in Cell 2 when it is no longer needed for
acoustic protection
Areas to the north of the acoustic mound will be regraded to their final
rehabilitated landform with slopes of approximately 5 Final landscaping of
these areas will occur during site establishment
Partial rehabilitation of the existing southern and southwestern bund walls through the
reduction in the elevation to an approximate elevation of between 57 m AHD and 58
m AHD such that they will not be visible from any residence within The Vines
Estate Once re-shaped the surface and adjoining batter slopes will be revegetated
Upgrading and sealing of Patons Lane and upgrading the entrance to the site
(from Patons Lane) together with the refurbishment of the existing dual
weighbridge and associated office
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 11 Patons Lane Resource Recovery Centre Orchard Hills
Site preparatory works within the recycling and re-processing area to create the required landform and
create a suitable pad for the materials recycling facility warehouse and mobile recycling equipment
Construction and commissioning of the on-site wheel wash facility
Upgrading and sealing the internal road network beyond the proposed wheel wash facility to the
exit point from the recycling and re-processing area
Building and construction works and infrastructure works as shown in Figure 3 below
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 12 Patons Lane Resource Recovery Centre Orchard Hills
Figure 3 ndash Site Establishment
Source ndash Figure 26 Further Modified Project Report
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 13 Patons Lane Resource Recovery Centre Orchard Hills
These works and activities will be undertaken generally in the order set out below
(and referenced on Figure 3) noting that the scheduling of specific works will be
dependent on factors such as weather commercial factors including contractor
availability specific logistical requirements and many other issues and will vary
accordingly In addition many of the works and activities will need to be undertaken
simultaneously
1 Construct Surface Water Controls (integrate dams as required) 2 Excavation of stockpiled ClayShale and Construct Northern face (external and
Internal slopes)
3 Regrading shaping areas north of the Northern Face
4 Dewatering of quarry void 5 Landscaping Northern Face
6 Construct Track for Transgrid Access 7 Construct Raw Material Stockpiles 8 Excavate Recycling and Re-processing Area to 48m AHD to 49m AHD Extraction of
clay to form required landform 9 Clay Shale Extraction in Cell 1A then 1B and 1C 10 Install Leachate Riser and Drainage Layer in Cell 1A and then 1B 11 Construct Initial Leachate Evaporation Pond 12 Construction of Recycling and Re-processing Area infrastructure (see Figure 2
overleaf for details) 13 Maintain Height of the Eastern Face of 57m to 58m AHD (outer slope reduced
for landscaping)
14 Construct re-establish Dam 3 (3AampB)
15 Construct re-establish Dam 4 (4A) 16 Construct re-establish Dam 5(5A)
17 Construct Dam 6
18 Establish Contingency Stockpile Area
19 Upgrade Internal Road Network [sealed]
20 Upgrade Internal Road Network [unsealed]
21 Construct Wheel Wash Facility
22 Upgrade Site Entrance
23 Upgrade Existing Weighbridges
24 Upgrade Existing Weighbridge Office
25 Construct Car Park
26 Construct Office
27 Reduction in Height from Southwestern Face 28 Establish Workshop Area 29 Construct Acoustic Mound
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 14 Patons Lane Resource Recovery Centre Orchard Hills
18 Scope of Site Works and Activities Included in the Construction of the Recycling and Re-processing Area (RRA)
The management plans have been based on the impacts of the construction of the entire RRA The layout of the RRA is set out below at Figure 4 These items are largely buildings and structures that will be subject to Construction Certificates BCA regulations and Occupation Certificates certified by an approved certifying authority Figure 4
Source ‐ Figure 28 from Further Modified Project Report
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 15 Patons Lane Resource Recovery Centre Orchard Hills
The infrastructure permitted to be constructed as part of the in the Approved Development in the RRA will be undertaken generally in the order set out below (and referenced on Figure 4) noting that the scheduling of specific works will be dependent on factors such as weather commercial factors including contractor availability specific logical requirements and many other issues and will vary accordingly In addition many of the works and activities will need to be undertaken simultaneously
1 Drainage works 2 CampI Storage and Reprocessing Building
3 Product Bays
4 Delivery Area - concrete apron
5 Small Dam
6 Road network
7 External CampD waste stockpile area 8 External CampD Waste processing area
9 Recycling facility Warehouse 10 Large Items Shed 11 Office
19 Scope of Site Works and Activities Included in the Operation of the Landfill and
Recycling and Reprocessing Area and cell construction up to the completion of the excavation of Cell 1
These works and activities are included in Stage 1 and will be undertaken following the
completion of the Site Establishment works (subject to confirmation via Pre Operation
Compliance Audit) and once the Recycling and Reprocessing Area is constructed (subject
to an occupation certificate) and is operational
The specific works and activities are the
Emplacement of wastes into Cell 1A Construction of Cell 1B and 1C including the selective extractive operations to
extract the clay shale resource and related stockpiling activities Receipt and processing of wastes in the RRA with residuals being emplaced in Cell
1A and 1B
Figure 5 overleaf shows the general arrangement of Cell 1
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 16 Patons Lane Resource Recovery Centre Orchard Hills
Figure 5 ndash Cell 1 General Layout
Source ndash Drawing GHD 21-25736-C003
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 17 Patons Lane Resource Recovery Centre Orchard Hills
110 Project Approval and Consent Conditions Table 1 below details the specific Project Approval Consent Conditions and where they have been addressed It is the intention that this proposed plan will surpass the requirements of the approval in terms of positive environmental outcomes Table 1A Project Approval and Consent Conditions BWLampVMP
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440 BUND WALL LANDSCAPING AND VEGETATION MANAGEMENT PLAN (BWLampVMP) The Proponent shall prepare and implement a Bund Wall Landscaping and Vegetation Management Plan to achieve the final landform and landscaping in Figure 222 of the Further Modified Preferred Project Report (Ex Z in Appeal No 10928 of 2010) This plan must
It is noted that the DPampE provided approval to submit plans on a staged basis on 1 June 2016 An error was made in not including the BWLampVMP in this request A request was made to submit this plan on staged basis as permitted with the other plans as approved by DPampE on 12 November 2016 The DPampE approved the submission of the BWLampVMP on a staged basis on 12 December 2016 This correspondence is provided as Attachment 1 Accordingly this plan is being prepared on a staged basis as per the other plans ie it deals with Stage 1 which is the completion of Site Establishment Works and the completion of the excavation of Cell 1
440a be prepared in consultation with OEH EPA and NOW by a suitably qualified and experienced expert(s)
Huon Designs have been approved by the DPampE as suitably qualified experts in correspondence dated 31 August 2015 (see Attachment 2) This Plan has been forwarded to the following authorities for consultation NOW (this is the former New South Wales Office of Water ndash this Department is now known as DPI Water) The contact is waterreferralsdpinswgovau Attention John Galea EPA ndash Contact Kathy Falconer kathyfalconerepanswgovau wasteoperationsepanswgovau Office of Environment and Heritage (OEH) Note ndash Kathy Falconer is also the contact for consultation with OEH Penrith City Council ndash Contact Peter Wood Manager Assessments
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 18 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
PeterWoodpenrithcity Robert Craig Principal Planner RobertCraigpenrithcity Carlie Fulton Senior Environmental Health Officer carliefultonpenrithcity Note the project approval did not require the proponent to consult with PCC re the BWLampVMP However the proponent is required to consult with PCC re the Rehabilitation Plan so the Plan is being forwarded to PCC The agency comments (which were favourable) from PCC and DPI Water are attached as Appendix 7 Note EPA and OEH advised that they had no comments
440b be approved by the Director-General prior to the commencement of site establishment
This Plan has been submitted to DPampE following consultation with DPI Water EPA OEH and PCC
440c specify the staging milestones for implementation of landscaping works
This Plan is prepared for Stage 1 which is defined in Section 1 This staging is shown on Plans ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and ldquoLandform and RehabilitationLandscaping Planrdquo Drawing No PL 201710A dated 10 January 2017 attached to this report Staging Milestones for the Plans are based on the Stage 1 approved by DPampE
1 Site Establishment Works 2 Excavation and partial restoration of Cell
1 The works in this Plan cover the staging shown in the FMPPR Table 25 Indicative Emplacement and Cell Rehabilitation Staging up to year 5 (approximately) ie the completion of the staging of Cell 1 This is represented in Figure 210a Stage 0 Operations and Figure 221 Rehabilitation Following Site Establishment
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 19 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440d detail specifications for the approved removal reshaping andor landscaping of the bund walls
See Section 30 Site Managementin particular Section 37 Site Establishment ndash Rehabilitation and Landscaping Plan The detailed specifications implemented for the approved removal reshaping andor landscaping of the bund walls have been developed in accordance with the project approval based on the following high level project approval documents The FMPPR provides the requirements for the bund wall works as follows 1 Page 53 paragraph 4 2 Section 29 Existing Bund Wall
Managementrdquo also commencing on page 53 3 Section 23 Site Establishment page 16 4 Section 215 Rehabilitation 5 Figure 221 Figure 222and Attachment A in
Appendix 3 of the Modified Preferred Project Report (MPPR) Schematic Landscape Plans and Schedules
6 The resultant detailed specifications for the approved removal reshaping and design of the bund walls as required in the FMPPR and Site Establishment works are set out in Attachment 3 ndash GHD Plans and Cross Sections The landscape treatment of these bunds shown in the plans is set out in Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and in Section 30 and in particular Section 37 of this report
440e
specify riparian zone management within 50m of Blaxland Creek (measured from the top of the bank)
See Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and Section 30 of this report In particular Sections 31 Zone 1 Conserve areas of moderate resilience ndash Riparian Zone and Section 37 Riparian Zone management has been extended in places up to 100m in this plan The riparian zone is now defined as being 40m (measured from the top of the bank) pursuant to the Guidelines issued by DPI Office of Water (formerly NOW) in 2012
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 20 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440e (cont)
ldquoOn 1 July 2012 new rules commenced regarding controlled activities within riparian corridors The new rules amend the riparian corridor widths that apply to watercourses providing more flexibility in how riparian corridors can be used and making it easier for applicants to determine the Office of Water controlled activity approval requirementsrdquo These guidelines and related DPI Water documents have been followed in the formulation of this plan and the controlled activity approval application to be submitted to DPI Water for works carried out within the riparian zone DPI Water guidelines and policies are appended to this report as Attachment along with a survey defining the riparian zone
440f include measures to minimise native vegetation loss and additional tree planting to offset this loss
See Section 30 Site Management of this report In particular Sections 31 32 and 33 and Huon Design Plans ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and ldquoLandform and RehabilitationLandscaping Planrdquo Drawing No PL 201710A dated 10 January 2017 attached to this report
440g include a landscape plan identifying locations of planting and identifying species to be planted
See Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and Section 30 In particular Section 37 of this report
440h specify the use of only indigenous species propagated from local provenance seed
See Table 5 Revegetation Species List of this report
440i specify the measures which shall be undertaken to protect the EECs on adjacent lands (particularly to the southern and western boundaries of the site) in particular measures to
See Section 30 of this report In particular Section 37 Consultants have previously provided information on the impacts of dust surface water and groundwater upon the vegetation within the riparian zone and EEC within the conservation zone both on and off the Project Site See Attachment 5 (Consent Condition Schedule 6 Condition 5c This information has been used to assist developing strategies which are included
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 21 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
i) stabilize exposed soils ii) control of invasive weeds to prevent weeds from migrating to the EECs iii) prevent dust from impacting on the EECs iv) control sediment stormwater and surface run-off from impacting on the EECs v) prevent leachate from entering into the groundwater or migrating off-site and vi) include all of the above measures in corresponding management plans
in this plan protect the EECs on adjacent lands These issues are dealt with in section 30 of this Report and Section 40 Maintenance Monitoring and Key Performance Indicators of this Report See Section 30 of this report In particular Section 34 Erosion Strategy In addition see Soil Water and Leachate Management Plan - Audit Task 8 See Section 3 in particular Sections 31 32 33 and 36 Weed Management See Section 39 ndash Dust Management strategies In addition other dust management strategies relating to site operations not related to rehabilitation are set out in Audit Task 7 - Air Quality and Greenhouse Gas Management plan (AQampGGM Plan) and summarised in this Plan See and Section 34 andSoil Water and Leachate Management Plan Audit Task 8 and Landfill Environment Management Plan - Audit Task 18 See Section 34 which focuses on surface water control to keep surface water out of the leachate systems See specific reference in the Water and Leachate Management Plan Audit Task 8 and Landfill Environment Management Plan - Audit Task 18
440j identify protection measures for the vegetation and controls for each phase of the development
See Section 35 Fencing Strategy and Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
440k specify details of maintenance actions to ensure the vegetation is maintained at all times including
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 22 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
during the operations and for the post-closure period stipulated by the OEH and EPA
Note that post closure issues are not relevant for this Plan as it only required to deal with Stage 1 up to the end of the excavation of Cell 1
440l specify details of a monitoring and compliance program
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
440m require an annual review for inclusion in the Annual Environmental Management Review that reports on the performance of the landscaping and vegetation management including further recommendations to ensure the successful establishment of vegetation
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 23 Patons Lane Resource Recovery Centre Orchard Hills
Table 1B Project Approval and Consent Conditions Rehabilitation Plan
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
446 REHABILITATION PLAN The Proponent shall prepare and implement a Rehabilitation Plan to achieve the final landform and landscaping in Figure 222 of the Further Modified Preferred project Report (Exhibit in Appeal No 10928 of 2010) This plan must
It is noted that the DPampE provided approval to submit plans including this Rehabilitation Plan on a staged basis on 1 June 2016 This correspondence is provided as Attachment 1 This plan is being prepared on a staged basis as per the other plans ie it deals with Stage 1 ie the completion of Site Establishment Works and the completion of the excavation of Cell 1 Accordingly the works in this Plan cover the staging shown in Table 25 Indicative Emplacement and Cell Rehabilitation Staging up to year 5 (approximately) ie the completion of the staging of Cell 1 This is represented in Figure 210a Stage 0 Operations and Figure 221 Rehabilitation Following Site Establishment
446a be prepared by a suitably qualified expert whose appointment has been approved by the Director-General
Huon Designs have been approved by the DPampE as suitably qualified experts in correspondence dated 31 August 2015 (see Attachment 2)
446b be prepared in consultation with EPA NOW and Council
This Plan has been forwarded to the following authorities for consultation NOW (this is the former New South Wales Office of Water ndash this Department is now known as DPI Water) The contact is waterreferralsdpinswgovau Attention John Galea EPA ndash Contact Kathy Falconer kathyfalconerepanswgovau wasteoperationsepanswgovau Office of Environment and Heritage (OEH) Note ndash Kathy Falconer is also the contact for consultation with OEH Penrith City Council ndash Contact Peter Wood Manager Assessments PeterWoodpenrithcity
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 24 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
Robert Craig Principal Planner RobertCraigpenrithcity Carlie Fulton Senior Environmental Health Officer carliefultonpenrithcity The agency comments (which were favourable) from PCC and DPI Water are attached as Appendix 7 Note EPA and OEH advised that they had no comments
446c be submitted to and approved by the Director-General prior to commencement of the site establishment works
The Plan has been submitted to DPampE following results of consultation
446d define the objectives and criteria for rehabilitation and closure
See Sections 10 and 40 of this Report
446e comply with the minimum design specifications and operationalpost closure requirements in Schedule 7 unless specified by the EPA
Satisfied as detailed in Sections 10 38 and 40 of this Report In addition Schedule 7 of the project approval is attached to this report with details of where these requirements are addressed in various reports
446f identify the works required and the progressive timing to complete the rehabilitation of each part of the Project
See Section 30 of this report and Section 50 lsquoRestoration Works Programrdquo of this Report
446g investigate options for the removal of Dam 2 outside the riparian corridor as of the final landform once the operational purpose of the dam is complete
Not applicable in Stage 1 of the Plan
446h investigate options for the future use of the site
Not applicable in Stage 1 of the Plan
446i include provisions to monitor and manage settlement impacts during and after the operations
Not applicable in Stage 1 of the Plan except as interim preloading waste emplacement with stockpiles of quarried materials to minimize future settlement impacts See Section 40 of this report
446j describe the measures that would be implemented to achieve the specified objectives and criteria for the rehabilitation and closure
See Section 30 and Section 40 of this Report
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Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 25 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
446k calculate the cost of implementing these measures
See Section 60 ldquoRestoration Works Budgetrdquo of this Report
446l describe how the performance of these measures would be monitored over time
See Section 40 of this Report
446m address the issue of settlement post-closure and provide designs and ongoing maintenance procedures such as backfilling to maintain slope drainage and prevent ponding
See Section 40 of this Report and notes above in reference to 446i
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 26 Patons Lane Resource Recovery Centre Orchard Hills
20 SITE DESCRIPTION 21 Location and Ownership Patons Lane Resource Recovery Centre Lot 40 DP 738126 occupies an area of 60 hectares located at the end of Patons Lane Orchard Hills in the Local Government area of Penrith City Council The site is owned by SRC Properties Pty Ltd and is bordered to the west and south by bush land owned by the Commonwealth Defence Department and by private farming land to the north and east 22 Abiotic Factors 221 Climate The climate in the suburb of Orchard Hills has the historic recording associated with the western parts of the Sydney Basin and nearby Penrith The hottest days have been recorded in summer where temperatures can reach as high as 43 degrees celcius Winter temperatures can range from below freezing with occasional frosts to an average of 17 degrees celcius Rainfall averages about 800mm per annum but is often variable with the highest rainfall generally occurring in the late springsummer months 222 Geology and Soils The geology and soils of the Orchard Hills area is part of the Hawkesbury River flood plain and is typified by Wianamatta Shale soils This has resulted in relatively rich natural soils and abundance of underlying shale The valuable light-firing shale was the resource exploited in the previous quarry operations and is to be further utilized in the ongoing operations of the site The soil is dispersive and relatively erosive Large amounts of various fill materials have been imported onto the site and this will be reused in the operation of the landfill as cover material and capping material 223 Topography and Aspect The property has a predominantly neutral aspect as it has been almost totally impacted by previous quarry operations including the construction of surrounding bund walls The surrounding topography however is generally flat undulating with a slight southerly aspect Once complete the final landform will be a low hill with grades of 2-10 224 Catchment and Drainage The property is part of the Blaxland Creek Catchment that ultimately drains into the Hawkesbury-Nepean Catchment Very little of the current site drains off the property as it is contained by the surrounding bund walls and collected in existing dams The north and west perimeter of the site drains into Blaxland Creek The south and east drain into the depression running east alongside Patons Lane 225 Erosion Erosion is present in previously disturbed areas and is primarily occurring inside the existing bund walls where runoff is then directed into internal dams and ponds The surrounding bund walls are generally stable and well vegetated Blaxland Creek has some erosion along its banks more due to flash floods from upstream than any impacts created on the site
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 27 Patons Lane Resource Recovery Centre Orchard Hills
226 Acoustics and Scenic Amenity The site is currently dormant and has no activities that would impact on the acoustic or scenic amenity of the area A few cattle kangaroos and feral animals graze on the site Only the visual impact of the bund walls is significant due to their relative height uniformity and lack of bush land vegetation 23 Biotic Factors 231 Flora The site and surrounding area contains two (2) plant communities as listed in the Introduction and Executive Summary The two key vegetation communities associated with this site are the Cumberland Plain Woodland and the River Flat Eucalyptus Forest The remainder of the site is bare exposed soil or covered with pasture grasses and a range of perennial and herbaceous weeds The Cumberland Plain Woodland is primarily located in Defence Department land to the west southwest and south of the site It is an Endangered Ecological Community (EEC) and remnant species still exist on site or have germinated here It occurs where the land has been undisturbed by previous quarry operations and in the vicinity of Blaxland Creek The River Flat Eucalyptus Forest is also an Endangered Ecological Community and occurs in the northwest corner of the site It is the vegetation community that makes up the riparian zone of Blaxland Creek Plant species list and those suitable for revegetation are to be sourced from these communities and are listed in Table 5 The list is also a compilation of those prepared by Richard Lamb and Associates (Schematic Landscape Plans and Schedules) and Geoff Cunningham (Flora Assessment Report September 2009 and Response to Point 1(e) Short Minutes of Order 12 May 2011) According to the Flora Assessment there are no records of threatened plant species on the site or in the vicinity and this was confirmed by field surveys undertaken by Geoff Cunningham and Huon Designs 232 Fauna The native fauna populations on the site would be in line with fauna studies undertaken and included in the Fauna Assessment prepared by Aquila Ecological Surveys September 2009 The adjacent Defence Department land is well fenced as is the farming land The only sizeable access onto the site is via the opening to the southeast corner of the site at the end of Patons Lane The site itself does not currently provide significant habitat other than pondsdams and pasture grasslands Despite the high level of disturbance on the site native fauna would still be frequenting much of the site to forage drink and take advantage of isolated trees and vegetation Sightings of wallabies reptiles and a variety of birdlife have been reported anecdotally It should be anticipated that pest species would also frequent the site due to surrounding land uses and reported populations This would include foxes rabbits and feral cats and dogs Once the perimeter security fencing is complete there will be limited access or through movement of larger species They will only be able to enter and leave if they capitalize on the opportune use of open gates and breaks in the fencing
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 28 Patons Lane Resource Recovery Centre Orchard Hills
As stated in Aquilarsquos report if managed appropriately ldquothe Project would not have any impact upon the fauna and fauna habitat on the adjoining Commonwealth land managed by the Department of Defencerdquo Aquilarsquos report also states that the limited and modified habitats represented on the site may support a narrow range of native fauna that are common in the surrounding region Furthermore it states that ldquowhilst three fauna species listed as vulnerable on the Threatened Species Conservation (TSC) Act occur or are likely to occur there is unlikely to be a significant effect on these species or their habitatsrdquo Once complete the project will provide an increase in the amount of valuable habitat in contrast to the decrease in the surrounding areas due to future residential and commercial development pressures 24 Condition of bush land and weeds Intact and undisturbed areas of native vegetation are non-existent on the site The vast majority of the site (as identified in Cunninghamrsquos assessment) is weed invaded disturbed land The weeds present are listed in Table 3 of this report and the native grasses present are included in Table 5 Revegetation Species List The Cumberland Plain Woodland represented on the neighbouring Department of Defence land is relatively intact with moderate disturbance caused by tracks firesecurity management practices and some weeds Most weeds are impacting the site due to a range of causal factors as outlined in Table 2 The riparian zone of Blaxland Creek is intact but disturbed by weeds manmade activities and domesticferal animal grazing The narrow strip of land on the boundaries of the site between the bund walls and the security fencing is largely intact in terms of site soils but is also severely disturbed by weeds manmade activities and domesticferal animal grazing Both areas are likely to have a healthy seed bank of native species They have been hampered in their ability to regenerate due to domestic grazing weeds and pasture grasses There is also undoubtedly a substantial seed bank of weed species present One noxious weed was recorded on the site being African Boxthorn (Lycium ferocissum) a Class 4 Weed Methods for the treatment and removal of weeds are discussed in Section 362 Management of Weed Removal and Encouragement of Natural Regeneration 241 Site Resilience Site resilience relates to the ability of the natural areas to recover or lsquobounce backrsquo after disturbance It is one of the main considerations in prioritizing actions set out in this Plan In the areas of high resilience the site soils have not been disturbed the water regime remains the same and no extra nutrients have been introduced There is also a good representation of all native vegetation strata levels showing varying stages of maturity an intact native seed bank present in the soil potential habitat including hollow-bearing trees connectivity to other natural areas and areas of a size large enough to reduce levels of edge effects There are no areas of high resilience on the site Moderately resilient areas have had some disturbance are adjacent to disturbed areas andor will be affected by runoff from disturbed areas the native vegetation structure is not indicative of a highly resilient area and habitat is threatened The riparian zone adjoining Blaxland Creek exhibits moderate resilience
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 29 Patons Lane Resource Recovery Centre Orchard Hills
Areas of low to nil resilience have experienced significant disturbance such as removal of topsoil addition of fill changes in water flow erosion weeds dominating over native species and loss of habitat It is necessary to stabilize low resilient areas to reduce resources required to preserve and conserve high to moderately resilient areas now and into the future The narrow strip of land between the bund walls and the security fence may well have low to moderate resilience but is severely impacted by weeds and grazing The ability for this zone to bounce back will only be recognized over time as the management practices outlined in this Plan are implemented If it is identified that some of this area has good resilience due to a healthy native seed bank it may be possible to carry out a soil translocation operation as detailed in Section 37 below Fundamentally the theory is to use current bush regeneration techniques to control weeds and encourage natural regeneration This may include revegetation works also The remainder of the site and the bund walls has been severely impacted with no original topsoil It will be further impacted and has no worthwhile resilience These areas need to be stabilized and managed in such a manner to control weeds and to ensure that negative impacts do not place undue pressure on the other zones hence increasing costs The methods for managing areas of varying resilience are outlined in Sections 31 32 and 33 below 242 Causes of Weed Invasion Identifying the cause of weed invasion is necessary to determine work priorities to prevent further encroachment and to reduce the need for high levels of ongoing resources required to achieve outcomes The major causes of weed invasion on site as per the table below are classified as physical disturbance of soil imported soil dumped garden refuse physical disturbance of vegetation wind water and fauna dispersal Most causes of weed invasion listed below occur on the site The methods to control these factors are an important part of this Plan and are outlined below in Section 3 Site Management Recommendations
Table 2 Causes of weed invasion (Hawkesbury-Nepean Catchment Management Trust 2000)
Cause of weed invasion Code Symptoms Physical disturbance of soil S Weed established on bare soil Imported soil F Weeds established on imported soil Dumped garden refuse D Weeds centered on dumped garden refuse Physical disturbance of vegetation V Evident that moving or trampling has allowed weed growth Impacts from storm water R Growing in wet areas below storm water outlets Fauna dispersal O Weeds established in otherwise undisturbed areas Wind w Weeds established in otherwise undisturbed areasanimals not cause Water a Weeds centred on creek where weeds present in headwaters Neighbouring property n Weeds spread from neighbouring property
Measures to control the causes of weed invasion are discussed in detail in Section 361 Management of Causes of Weed Invasion 243 Weed Management Zones Weed management zones are based on site resilience position in the landscape weeds present causes of weed invasion and treatment requirements Zone 1 includes areas mapped with moderate
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 30 Patons Lane Resource Recovery Centre Orchard Hills
resilience and Zone 2 includes areas of low resilience The remainder of the site is Zone 3 has no resilience and will be highly modified over the course of the project It will be subject to rehabilitation into the future including pasture grasses and some native vegetation The Weed Management Zones are shown on the attached plans PL201709A and PL201710A dated 10 January 2017 In general terms Zone 1 represents the restoration and expansion of the Blaxland Creek Riparian corridor River Flat Eucalyptus Forest Zone 2 represents the establishment and expansion of the Cumberland Plain Woodland and its consolidation as a buffer to the neighbouring EEC Zone 3 is primarily the vast proportion of the site Zone 3 has been severely impacted and will continue to be severely impacted Ultimately it will be returned to domestic grazing land with pockets of native vegetation in a staged process as quarry and filling works are completed 244 Weeds The following Table 3 lists the weeds known or likely to occur on the site Field surveys by Geoff Cunningham and Huon Designs have corroborated this information Much of the site (about 55) is water bare soil hardstand roads and bare stockpiles This is unlikely to change significantly until Site Establishment is complete and site rehabilitation occurs Primarily this will involve the reshaping and stabilization of the new bund walls It will also include rehabilitation of the boundary areas and the vicinity of Blaxland Creek The distribution and density of the weeds present on site have been expressed as a percentage in the table below to give some indication of the problems they entail and as a baseline indicator of how successful future management techniques are
Table 3 Weeds on site at time of inspection Botanial Name Common Name Classification Method of dispersalspread Estimate
of Site Cover
Ageratina adenophora Crofton Weed Perennial Herb SeedWindWater 2 Andropogon virginicus Whiskey Grass Perennial Grass SeedWindWater 2 Araujia hortorum Moth Vine Perennial Vine SeedWind 1 Chloris gayana Rhodes Grass Perennial Grass SeedWindWater 2 Chloris virgata Rhodes Grass Perennial Grass SeedWindWater 2 Conyza bonariensis Fleabane Perennial Herb SeedWindWater 2 Cynodon dactylon Couch Grass Perennial Grass Underground Stolons 5 Dittrichia graveolens Stinkwort Perennial Herb SeedWindBirdWater 1 Echinopogon ovatus Forest Hedgehog Grass Perennial Grass SeedWindWater 1 Eragrostis curvula African Lovegrass Perennial Grass SeedWindWater 2 Genista monspessulana Montpellier Broom Woody SeedBirdWater 2 Hypochaeris radicata Flatweed Perennial Herb SeedWindWater 1 Lantana camara Lantana Woody SeedBirdWater 1 Lycium ferrocissum African Boxthorn Woody SeedBirdWater 2 Onopordum acanthium Scotch Thistle Perennial Herb SeedWind 1 Paspalum dilatatum Paspalum Perennial Grass SeedWind Water 2 Pennisetum clandestinum Kikuyu Perennial Grass StolonsImported soilWater 5 Phytolacca octandra Inkweed Perennial Herb SeedBirdWaterTubers 1 Ricinus communis Castor Oil Plant Perennial Herb SeedBirdTubers 1 Senecio madagascariensis Fireweed Perennial Herb SeedWindWater 1 Setaria pumila Pale Pigeon Grass Perennial Grass SeedWindWater 2 Sida rhombifolia Paddyrsquos Lucerne Woody SeedWater 1 Solanum sisymbrifolium Sticky Nightshade Perennial Herd SeedBirdWater 1 Solanum mauritianum Wild Tobacco Small Tree SeedBirdWater 1 Sporobolus africanus Parramatta Grass Perennial Grass SeedWindWater 2 Verbena bonariensis Wild Stattice Perennial Herb SeedWindWater 1
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 31 Patons Lane Resource Recovery Centre Orchard Hills
30 SITE MANAGEMENT All Site ResilienceWeed Management Zones are mapped on Huon Designs Drawing Nos PL201709A and PL201710A The location shape and final finish of the bund walls dams and bioswales are as designed by GHD Group Pty Ltd and as shown on Drawing nos SK010 and SK024 The site management techniques contained within this report are based on these landforms and refer to the above Huon Design Plans Huon Designs will act as the Project Manager on behalf of SRC Properties Pty Ltd (SRC) owners of the facility in order to implement this Plan 31 Zone 1 Conserve areas of moderate resilience - Riparian Zone The areas mapped with moderate resilience are to be allowed to regenerate Additional management techniques are detailed in Section 37 Site Establishment Actions to take should include but are not to be limited to the following Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Restrict vehicle and contractor access to existing tracks and designated construction zone
only (refer to section 351 Protective Fencing) Exclude domestic stock Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy) Identify and treat encroaching weed species by using best practice Bush Regeneration
techniques (refer to section 36 Weed Management Strategy) Monitor areas for future weed encroachment by regular (weekly) inspections and adapt work
program to suit new threats Revegetate Zone 1 with native tubestock of local provenance as per Table 5 Revegetation
Species List (River Flat Eucalyptus Forest) and Drawing No PL201709A Monitor for herbivore activity (scats digging damaged vegetation) and protect regenerating
native species and revegetated areas with protective fencing or plant guards as required (refer to section 355 Vegetation Fencing) and
Monitor to identify areas requiring replacement andor additional revegetation
32 Zone 2 Restore and rehabilitate areas of low resilience - Property Boundaries The priority of working areas of low resilience will be dependent upon their location in respect to moderate resilient areas and the potential of the low resilient areas to affect the surrounding areas These areas of low resilience must not become the source of weed encroachment into other zones Treatment is aimed at suppressing weed growth and stabilizing disturbed soil Weeds must not be allowed to seed and spread Clearly the areas to the northwest west and southwest of the site are the areas of particular importance as the Plan strives to establish and protect the two EECs that are present here Boundary areas to the north east and south east are less of a priority as they will have less impact on the EECs Additional management techniques are detailed in Section 37 Site Establishment Actions to take should include but are not to be limited to the following
Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Vehicle and contractor access kept to existing tracks and designated construction zone (refer
to section 351 Protective Fencing) Exclude domestic stock Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy)
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 32 Patons Lane Resource Recovery Centre Orchard Hills
Identify and treat weed species using best practice Bush Regeneration techniques (refer to section 36 Weed Management Strategy)
Monitor areas for future weed encroachment by regular (weekly) inspections and adapt work program to suit new threats
Revegetate Zone 2 with native tubestock of local provenance as per Table 5 Revegetation Species List (Cumberland Plain Woodland) and areas shown on Drawing No PL201709A
Monitor for herbivore activity (scats digging damaged vegetation) and protect regenerating native species and revegetated areas with protective fencing or plant guards as required (refer to section 355 Vegetation Fencing) and
Monitor to identify areas requiring replacement andor additional revegetation
33 Zone 3 Maintain and control weeds in grazingquarry areas of no resilience The priority of working areas of no resilience will be dependent upon their location in respect to medium and low resilient areas and their potential to affect the surrounding areas These areas of no resilience must not become the source of weed encroachment into other zones Treatment is aimed at suppressing weed growth and stabilizing disturbed soil Weeds must not be allowed to seed and spread Actions to take should include but are not to be limited to the following Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Vehicle and contractor access kept to existing tracks and designated construction zone (refer
to section 351 Protective Fencing) Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy) Identify and treat weed species using best practice Bush Regeneration techniques (refer to
section 36 Weed Management Strategy) Monitor areas for future weed encroachment by regular (monthly) inspections and adapt work
program to suit new threats Revegetation and native screen planting with native tubestock of local provenance as per
Table 5 Revegetation Species List (Cumberland Plain Woodland) and areas shown on Drawing No PL201709A and Drawing No PL201710A and
Maintain pasture grasses and reseed non-invasive grasses as required It is required that the landowner engage a qualified Bush Regeneration company to provide assistance and guidance in these works to successfully restore and protect the natural bushland communities associated with the site
34 Erosion Strategy The comments in this report are intended to support and compliment the Soil Water and Leachate Management Plan (SWampLMP) prepared by GHD Group Pty Ltd Besides managing erosion the control of surface water is integral to controlling leachate generation and the potential for leachate to impact on adjoining EECs Overland flow across areas of disturbed soilvegetation and general storm water runoff on the site has caused soil erosion Erosion has also occurred down the roadways and along open gutter swales beside roads stockpiles and bunds Construction activities (vehicles access services stockpiles and building activities) can also create erosion problems and must be controlled by appropriate protective fencing sediment fencing (refer to section 35 Fencing Strategy) and designated access tracks The number of access tracks should be minimized and clearly defined
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 33 Patons Lane Resource Recovery Centre Orchard Hills
Fortunately the site currently is well contained and most erosion runoff ends up in existing dams This is not a long-term solution as the site is developed A number of other problems will occur if soils are lost and storm water is not managed properly The SWampLMP addresses these issues and still relies on a series of dams and bioswales to clean the water prior to discharge off the site Erosion can aid the spread and establishment of weeds It can also hinder the growth and establishment of the native plant communities The strategies used to control erosion work closely and concurrently with those used to enhance native plant communities They will prevent weed encroachment and help with the establishment of native vegetation cover To mitigate the effects of soil erosion (including the current situation of the dams acting as silt traps) targeted water management techniques are to be incorporated into site works The aim is to reduce water velocity disperse water to enable greater absorption into the soil and re-establish native vegetation as outlined in sections 341 342 and 343 below 341 Overland water flow across disturbed bushland areas and cleared areas Mulching Hydromulching of bunds and long term stockpiles with non-invasive pasture grasses and
natives Strategic placement of rocks and logs (rocks taken from siteexcavation works and logs from
weed treesshrubs to be removed) Revegetation with native tubestock of local provenance (refer to Table 5 and section 355
Vegetation Fencing) Natural regeneration to be encouraged using bushland regeneration techniques
342 Storm water runoff along bioswales and dam overflows Install small rock check dams at regular intervals along swales to allow silt to drop out Install large rocks as armouring and energy dissipation to protect banks and to avoid scouring
in spillways dam overflows and Blaxland Creek (refer to Blue Book and Department of Primary Industries guidelines)
Stabilize and revegetate channels dam wall spillways and overflow with native tube stock of local provenance (refer to Table 5 and section 355 Vegetation Fencing) and
Natural regeneration to be encouraged using bushland regeneration techniques 343 Storm water runoff down roadways and drainage swales Install small rock check dams at regular intervals along swales to allow silt to drop out (using
rock from site construction activities not bushland areas) Along straight steep grades build a crowned road profile to shed water to the gutter swales Install a number of grade reversals along the steeper sections of the road in the form of a
ldquospeed bumprdquo to interrupt the water flow and direct it into the swales It is required that the landowner engage a qualified Bush Regeneration company to provide assistance and guidance in these works to successfully control erosion and the impacts of storm water 35 Fencing Strategy The purpose of the fencing strategy is limit the amount of site soils disturbed by construction activities to control erosion through the use of silt fences and to protect rehabilitated areas from unintentional damage caused by vehicles livestock feral animals site works or other human activities The fencing is to be installed as noted on Sections AA BB and CC of Drawing No
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 34 Patons Lane Resource Recovery Centre Orchard Hills
PL201709A and Sections AA of Drawing No PL201710A Exclusion zone fencing and extent of tree protection will be undertaken on site in conjunction with a representative of Huon Designs in attendance andor the Bush Regeneration company 351 Protective Fencing ndash Exclusion and site delineation Protective fencing will be required on site during site establishment and project operation to delineate the construction site from the NO GO ZONES This will protect native areas and areas undergoing rehabilitation from construction activities It will ensure the construction footprint is kept to a minimum including the movement of vehicles and machinery the delivery and storage of materials installation of services and the disposal of site excavated materials NO GO ZONES are areas excluded from any construction activities stockpiles or storage Protective fencing between construction site and NO GO ZONES will be a mixture of temporary and long term measures For long term protection the following measures shall be employed 1200mm high star pickets at maximum 25 metre spacing four strands of (12 gauge) wire 900mm high silt fencing may be attached if required and
Temporary measures shall include Flagging and bunting suspended on star pickets similar to systems used on RMS projects Signposting and notices
Location is shown in the site sections on Drawing No PL201709A and Drawing No PL201710A
352 Erosion and Sediment Fencing Sediment and erosion control fences to be located as per site sections on Drawing No PL201709A and Drawing No PL201710A They are to be installed and maintained in accordance with ldquoManaging Urban Stormwater ndash Landcom (March 2004)rdquo to protect the site from construction activities Industry standard silt barrier (900mm high minimum and 150mm minimum buried depth) is to be installed to the downhill side of all disturbed areas to all boundary fences as required to any intermediate fences and as required to all NO GO ZONE protective fencing constructed as detailed above The silt fencing will also aid in the control of feral animals and the spread of weeds For this particular reason it will be incorporated wherever possible to maximize the effectiveness of all the site fences permanent and temporary 353 Vegetation Fencing Additional fencing may be required to protect areas of regeneration andor revegetation from domestic or feral animal damage This is to be determined following monitoring of site for scats digging andor vegetation damage Fencing type to be appropriate for identified herbivore Generally the attachment of 900mm silt fencing to Protective Fencing as outlined above will be appropriate This will also help to control the dispersion of weeds into the revegetation zones 36 Weed Management Strategy The Weed Management Strategy is to address the site resilience and cause of disturbance across the site Consideration is given to the abiotic and biotic components with the goal of restoring and
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 35 Patons Lane Resource Recovery Centre Orchard Hills
preserving the natural ecological communities To achieve the goal the strategy is to prevent further weed invasion remove existing weeds suppress weed species with natural regeneration and revegetate areas of poor resilience with species of local provenance 361 Management of Causes of Weed Invasion In order to prevent further weed invasion the causes need to be addressed as detailed in Table 4 below The causes have been identified in 242 Causes of Weed invasion and Table 3
Table 4 Addressing causes of weed invasion Cause Code Mitigation Physical disturbance of soil
s No further soil disturbance is to occur outside the designated construction zones All access and tracks are to be limited controlled and clearly defined Carry out best practice bush regeneration techniques and timing Use erosion controls and fencing
Imported soil f No imported soil to enter rehabilitated areas of site or be used on areas for revegetation until it has been stockpiled and assessed for weed species Any identified imported soil with weed propagules and seeds are to be used elsewhere and out of permanent revegetation zones where possible
Dumped garden refuse
d Remove and exclude any garden refuse to prevent spread of exotic plant species Avoid the increase of nutrient levels which will encourage further weed growth
Physical disturbance of vegetation
v No further disturbance of existing native vegetation is to occur Existing and restored vegetation to be protected from activities associated with the Resource Recovery Centre (its site establishment and operation) by limited and controlled access and the use of exclusion fencing Implement best practice bush regeneration techniques Implement erosionstormwater controls and siltexclusion fencing
Impacts from storm water
r Erosion control (34 Erosion strategy)
Weed dispersal owa Strategically timed weed removal to prevent additional weed incursions andor weed seed production remove and dispose of properly any weed vegetative propagules monitor for outbreaks
Neighbouring property
n Address any source of weeds from neighbourrsquos property with neighbourrsquos cooperation to prevent ongoing incursion and therefore management Silt fencing or barriers may be incorporated if neighbour is non-compliant to offering assistance
362 Management of Weed Removal and Encouragement of Natural Regeneration The concept of restoring bushland after it has been adversely impacted is to embark upon long-term strategies to suppress weeds and encourage the natural resilience of the native bushland to recover and thrive The current weed species present (see Table 3 Weed Species) are established and will spread rapidly if not treated Their management and control is to be undertaken according with this plan and in consultation with a qualified bush regeneration company Continual monitoring of the site and regular inspections will allow an adaptive approach to be implemented From these observations it is possible to plan work practices according to the changing conditions Treatment of weeds is to be undertaken with best practice Bush Regeneration techniques aimed at minimal use of herbicides encouragement of natural regrowth the use of non-invasive grass species and the prevention of weed seed or spread Weed management work zones are outlined in Sections 31 32 and 33 above and identified on the plans Drawing No PL201709A and Drawing No PL201710A
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 36 Patons Lane Resource Recovery Centre Orchard Hills
Annual and perennial weed species and grasses are opportunistic to areas of disturbance and areas of increased light water and nutrient flows They can be prolific seeders and can spread rapidly Timing of annual and perennial weed species treatment is to be aimed at the prevention of seed formation This will reduce the density and spread of weeds and therefore reduce levels of ongoing treatment requirements Treatment will require a combination of the following hand removal including underground reproductive structures (see Table 3 Weed Species) de-seeding (if flowering and seeding has occurred) large infestations may require herbicide application as recommended on herbicide label
(spraying an annual in flower will not prevent or kill seed) soil andor leaf litter translocation and creation of canopy and competition through native regeneration and revegetation
Woody weed treatment (including for African Boxthorn) will require a combination of the following hand removal cut and paint scrape and paint and foliar spray herbicide application (not the preferred option)
Any reproductive propagules flowers and seeds are to be disposed of in an appropriate manner that they will not be able to thrive and spread Undisturbed soil and untouched bushland is an invaluable resource and will be retained and protected as it requires little or no input to manage By allowing minimal site disturbance in Zones 1 and 2 the success and ease of implementing the management plan will be greatly enhanced Refer to the section below for guidance on the use of soil translocation This technique can be very successful in smothering weeds It also is good for establishing a topsoil layer with a good native seed bank and high potential for natural regeneration 37 Site Establishment ndash Rehabilitation and Landscaping Plan Table 1A at Schedule 4 condition 40(d) notes that rehabilitation and landscaping is to be implemented in accordance with Figure 10 (Figure 222 (Final Landform) of the FMPPR) Additionally Figure 11 ( figure 222 in the FMPPR - Rehabilitation Status following site establishment) also needs to needs to be considered in implementing the approved design specification as do other sections of the FMPPR For clarities sake the high level design requirements contained in the approval documents relating to bund wall and landscaping issues relevant to this plan (noted in Table 1A) are summarised below and have been incorporated into Drawing No PL201710A Relevant excepts of these documents are attached as an Appendix to this report Figure 7
This figure shows the anticipated progression of cell rehabilitation noted as Stage 0 in the FMPPR Note this equates approximately to Stage 1 works and activities as defined by the DPampE in Section 1
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 37 Patons Lane Resource Recovery Centre Orchard Hills
Figure 6 This table sets out the indicative emplacement and cell rehabilitation staging which shows that based on maximum permitted inputs the excavation of Cell 1 is likely to be completed in approximately year 5 Accordingly allowing for market fluctuations the Proponent estimates that the completion of the excavation of Cell 1 will take 5 ndash 7 years In addition the capping of Cells 1 A and 1B will be interim capping and rehabilitation only to allow for settlement prior to final capping
FMPPR Section 23 Site Establishment This Section of the FMPPR sets out the constructionshaping of the final rehabilitated landform along the northern and eastern sides of the property together with the northern eastern and south eastern bunds as shown in Figure 3 of this report
Section 29 Bund Wall Management Further details are provided of the bund wall design ndash as shown in Figure 8 Additionally this section states ldquoan important component of the management of the northern and eastern faces would be the early completion and landscaping of both faces such that no further earthmoving activities are necessary after the site establishment phase Only maintenance of the landscaping would be required beyond the site establishment phaserdquo These works will be undertaken as a priority during Site Establishment Figures 8 and 9 provide high level designs for the norther and eastern bunds The Site Establishment Noise Management Plan (SENMP) includes additional details in relation to implementing these works and complying with noise criteria for the project
Figure 8 This figure sets out the rehabilitation works specifically required during Site Establishment These works are incorporated into this Plan
Figure 11 This figure sets out the Final landform upon completion of landfilling and capping works on site after 25 years As this Plan covers Stage 1 which is 5-7 years which means that much of Figure 8 is not relevant for this Plan However the detailed landform plans developed are based on this figure and are generally consistent with the project approval
Appendix 3 ndash Visual Assessment Modified Preferred Project Report This report contains the landscaping specifications for Site Establishment activities including layouts and planting specifications that were used to develop Figure 221 in the FMPPR (Figures 10 12 and 13 in this report)
All these Plans and tables are set out below for ease of reference Additionally the Site Establishment Noise Management Plan sets out methodologies for the deconstruction of the bund walls and the details requirements for the use of noise control barriers
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 38 Patons Lane Resource Recovery Centre Orchard Hills
Figure 6
As outlined in Sections 31 32 and 33 above the conservation restoration and maintenance of the site will require an ongoing adaptive and multi-pronged management system
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 39 Patons Lane Resource Recovery Centre Orchard Hills
Figure 7
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 40 Patons Lane Resource Recovery Centre Orchard Hills
Figure 8
Figure 9
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 41 Patons Lane Resource Recovery Centre Orchard Hills
Revegetation planting is to occur as indicated on the attached plan Drawing No PL201709A particularly around dams along the boundaries in bioswales on the bund walls and in the Blaxland Creek Riparian Zone This will supplement natural regeneration and provide enhanced competition against encroaching weed species Clumped planting along drainage swales to be undertaken to stabilize disturbed areas prone to erosion During the site establishment construction works it is essential to minimize the disturbance of site soils The only areas where the site soil will be disturbed is to build new dams construct spillways desilt existing dams stabilize creek banks construct access tracks and form up bioswales Site topsoils are valuable for the rehabilitation works particularly if they contain a healthy seed bank of native species Its preservation aids the ability of the site to be rehabilitated through natural regeneration To benefit from these soils it is proposed to reuse it by translocating the top 100-200mm of topsoil prior to any earthworks progressing To maintain the viability of the seed bank it cannot be stockpiled and must be respread in a 100-200mm layer Translocating soil will greatly assist the rehabilitation of the site Initially the first topsoil stripped from a work area can be spread in a temporary location where it will not be disturbed Once a reasonable section of earthworks are completed this topsoil (or topsoil stripped from current work areas) can then be directly respread to restore disturbed areas such as bioswales dam walls edges of access tracks stockpile sites and new bund walls It is preferable to move the soil in one operation if possible as it is more efficient and effective This is easily achieved by progressing the work in such a fashion that as works progress forward topsoil is stripped and carried back to be spread on areas behind the work face that need restoration Applying the bush regeneration and revegetation techniques (including soil relocation) to the northwest west and southwest boundaries will establish and protect the EECs present as detailed later in this section This will help to reduce ongoing maintenance assist erosion control on disturbed ground and establish increased levels of natural bushland The same techniques to the southern and eastern boundaries will expand and establish a good strip of native vegetation also reflecting the Cumberland Plain Woodland Community once common to the area All plants will be sourced from locally endemic seed stock according to the species list for each plant community All plants to be supplied as forestry tubes hiko tubes or viro cells for some species and ground covers The species list of each plant community is attached in Table 5 The location of tree planting will occur to ensure they maximize site screening and add variety to the uniformity of the landform All revegetation works fall within two Plant Communities and the plants will be selected as per Table 5 Revegetation Species List The communities are CumberlandPlainWoodlandCommunity RiverFlatEucalyptusForestCommunity
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 42 Patons Lane Resource Recovery Centre Orchard Hills
Figure10
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 43 Patons Lane Resource Recovery Centre Orchard Hills
Figure 11
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 44 Patons Lane Resource Recovery Centre Orchard Hills
Figure 12
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 45 Patons Lane Resource Recovery Centre Orchard Hills
The planting density will vary and is to be determined on site according to levels of disturbance erosion and natural regeneration Five plants per square metre are considered a minimum whether through natural regeneration or revegetation work The aim is to establish a minimum planting density of five native species per square metre (5m2) A variety of strata levels is to be achieved that includes trees shrubs and ground covers The planting matrix as depicted in Richard Lambs Report forms the basis of the rehabilitation and revegetation works as shown in Figure 13 below Plant protection is to be installed if required following monitoring inspections Protection can be either fencing (refer to 353Vegetation Fencing) or individual plant protectors ldquoTerracottumrdquo crystals will be mixed into the site soils to minimize maintenance increase growth rates and reduce plant losses To ensure the standard of 90 survival rate revegetated areas are to undergo regular maintenance of watering weeding replacement of dead or dying plants and adjustment of rabbit bags or protective fencing where necessary At the completion of site establishment works the landform will be rehabilitated primarily with native riparian and woodland planting Planting of temporary bunds with grasses for stabilization and woodland species for screening will also have been completed Planting of grasses to stabilize bund walls and other disturbed areas will be undertaken using appropriate hydromulching techniques These are outlined in Section 381 below Figure 13 Native Plant Revegetation Planting Matrix (source Richard Lamb and Associates)
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 46 Patons Lane Resource Recovery Centre Orchard Hills
Table 5 Revegetation Species List
Cumberland Plain Woodland Community River Flat Eucalyptus Forest Community Botanical Name Common Name Botanical Name Common Name Trees TreesAcacia parramattensis subsp parramattensis
Parramatta Green Wattle Acacia parramattensis subsp parramattensis
Parramatta Green Wattle
Acacia decurrens Sydney Green Wattle Angophora floribunda Rough-barked Apple Corymbia maculata Spotted Gum Casuarina glauca Swamp She-Oak Eucalyptus moluccana Grey Box Eucalyptus tereticornis Forest Red Gum Eucalyptus euginioides Thin-leaved Stringybark Eucalyptus amplifolia Cabbage Gum Eucalyptus crebra Narrow-leaf Ironbark Eucalyptus moluccana Grey Box Eucalyptus tereticornis Forest Red Gum Melaleuca decora White Feather Honeymyrtle Exocarpos cupressiformis Cherry ballart Melaleuca linarifolia Snow-in-summer Melaleuca linearifolia Tea-tree Low Trees and Shrubs Low Trees and ShrubsAcacia falcata Silver Leafed Wattle Acacia implexa Black Wattle Acacia implexa Black Wattle Bursaria spinosa Blackthorn Acacia elongata Wattle Grevillea juniperina Grevillea Astroloma humifusum Cranberry Heath Melaleuca thymifolia Thyme Honey-myrtle Bossiaea prostrata Bossiaea Solanum prinophyllum Forest Nightshade Breynia oblongifolia Breynia Bursaria spinosa Blackthorn Ground LayersChloris truncata Windmill Grass Altemathera denticulata Lesser Joyweed Daviesia ulicifolia Gorse Bitter Pea Carex appressa + Tall sedge Dillwynia sieberi Prickly Parrot Pea Glycine sp GlycineClimbing Pea Dodonaea viscose Wedge-Leaf Hop Bush Persicaria decipiens Spotted Knotweed Indigofera australis Australian Indigo Entolasia stricta Entolasia Lissanthe strigosa Native Cranberry Juncus usitatus + Common Rush Melaleuca nodosa Tea-tree Themeda australis Kangaroo Grass Melaleuca styphelioides Prickly-leaved Tea-tree Microlaena stipoides Weeping Rice Grass Pultenaea mycrophylla Bush Pea Pratia purpurascens White Root Solanum prinophyllum Forest Nightshade Lomandra longifolia + LomandraMat Rush Lomandra multiflora LomandraMat Rush Ground Layers Aristida vagans WireSpear Grass Austrodanthonia racemosa
Wallaby Grass
Brunoniella australis + Blue Trumpets Desmodium varians Slender Tick-trefoil Dichondra repens Kidney Weed Dianella revolute + Blue Flax Lily Dichelachne micrantha Short-haired Plume Grass Dodonaea viscose Hop Bush Einadia nutans Climbing Saltbush Entolasia stricta Entolasia Glycine sp GlycineClimbing Pea Ponds Dams and Bioswales Lomandra filiformis + LomandraWattle Mat Rush Cyperus sp + Themeda australis Kangaroo grass Juncus sp + Rush Wahlenbergia gracilis Native Bluebell Typha sp + Cumbungi Indicates plants suitable for use as canopy screen planting in revegetation areas of bund walls Indicates plants already represented on the site + Indicates plants suitable for planting in ponds dams and bioswales
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 47 Patons Lane Resource Recovery Centre Orchard Hills
Note All plants to be indigenous species propagated from local provenant seed An allocation has been included in the budget for collecting seed and propogating plants The proposed rehabilitation works are important for the protection enhancement and restoration of the Endangered Ecological Communities (EECs) located on the site and adjacent to the site The boundary planting of Cumberland Plain Woodland achieves four main objectives Expands the size of the current adjacent community Protects the current community by providing a buffer Increases connectivity Re-establishes the original community and habitat that was once in the area
The revegetation and rehabilitation of the River Flat Eucalyptus Forest achieves the same four main objectives Expands the size of the current on site and adjacent community Protects the current community by providing an expanded buffer Increases connectivity to other communities Re-establishes the original community and habitat that was once in the area
38 Stage 1 Landform Rehabilitation and Landscaping Plan Rehabilitation of completed areas is to occur as indicated on the attached plan Drawing No PL201710A particularly on bund walls surrounding Cell 1 and in areas of Cell 1 that have been filled capped and final landform achieved The works should be carried out as quickly as possible and will include expansion of the already completed Cumberland Plain Woodland plantings installed during site establishment It will primarily include vast areas of pasturelandgrassland implemented through hydromulching techniques as detailed below It is noted that prior to final capping and rehabilitation of the site finished stages of each cell may be subject to static stockpile loadings The purpose of this is to limit the amount of unnecessary movement of cover materials reduce double handling and most importantly to limit the amount of future post closure settlement that may occur The site sections depicting this process are shown on drawing no PL201710A The purpose of the timely rehabilitation works is to provide competition against encroaching weed species and therefore reduce ongoing maintenance of existing revegetated areas It will also assist erosion control on disturbed ground and provide stable vegetation cover to the final landform At the completion of staged site rehabilitation the final landform will revegetated primarily by pasture grasses and woodland planting Planting of temporary or modified bunds with grasses for stabilization and woodland species for screening will continue to be undertaken As these works enter their maintenance phases the appropriate protective fencing and silt fencing will be adjusted where existing and installed into new locations Maintenance and monitoring will commence on newly completed areas Initially the maintenance will be quite high but as these areas become established and more mature the weight of the work will progressively shift into the newer areas of rehabilitation (See Section 4 Maintenance Monitoring and Key Performance Indicators) The entire boundary areas of the site are completed in the initial Site Establishment stage The remainder of the site is progressively rehabilitated as the landfill cells are filled capped and completed and will take place over about 25 years The vast majority of this work is the
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 48 Patons Lane Resource Recovery Centre Orchard Hills
establishment of pasturegrassland as outlined above with some further pockets of woodland planting As feasible sections of the site are completed they will be rehabilitated in this progressive manner and maintenance commenced This will continue in regular stages until the Final Landform and Landscaping is achieved as outlined in Figure 11 (Figure 222 of the Further Modified Preferred Project Report) This is shown in greater detail and with minor modifications in Huon Designs plan number PL201711A Final Landform and Landscaping dated 10 January 2017 The key changes are increased areas of native vegetation modified dam layouts and more variety in the grades of the landform All these are intended to achieve a more natural looking landscape It is possible that the final configuration of woodland planting dams and gradients may alter slightly as the project progresses in order to achieve improved environmental outcomes 381 Hydromulching Techniques Revegetation of grasses to areas of pasture will be undertaken using appropriate hydromulching techniques The same technique and seed mixture will be used to stabilize stockpiles and bund walls Although more expensive than other seed mixes it is a crucial aspect of this VMP This mixture will help to suppress the growth of weeds and reduce erosion without bringing more weeds onto the site In the medium and long term this will help to keep ongoing maintenance costs lower Native grass seeds will be sourced from locally endemic seed stock The seed mix below is based on current best practice industry standards but has been further enhanced through the increase in application rates Prior to hydromulch application the site soils are to be ripped to 200mm and finely cultivated to a depth of 100mm Once applied it will be necessary to perform establishment maintenance practices on the newly seeded areas until they are firmly stabilized This will require watering weed control over seeding erosion monitoring and finally mowingslashing andor whipper snipping
Table 6 Hydromulching Seed Mix List
Botanical Name Common Name of Seed Mix Kilogramshectare Native Grass Species Austrodanthonia racemosa
Wallaby Grass 10 5kgha
Dichelachne micrantha Short-haired plume grass 10 5kgha Microlaena stipoides Weeping Rice Grass 10 5kgha Themeda australis Kangaroo grass 10 5kgha Zoysia sp Nara grass 10 5kgha Non Native Cover CropsGrasses Bromus catharticus Prairie Grass 10 5kgha Festuca arundinacea Tall Fescue 10 5kgha Lolium perenne Perennial Ryegrass 30 15kgha Application products and fertiliser Organic fertiliser 200kgha Wood fibre mulch 2500kgha Tackifier binding agent 75litresha Water 20000litresha
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 49 Patons Lane Resource Recovery Centre Orchard Hills
39 Dust Management Strategies In respect of the landscaping and rehabilitation activities particular care will be paid to implementing dust management strategies which are summarized as follows Minimising areas to be disturbed as any one time Implementing hydromulching broad acre mulching or planting immediately following the
disturbance of the areas to be rehabilitated Stabilising temporary stockpiles with hydromulch or a proprietary surface binding agent to
mitigate any dust emissions Wetting disturbed areas with sprinklers and irrigation systems Postponingceasing the disturbance of any areas in adverse weather conditions ie high winds ndash
particularly where the wind direction may result in adverse impacts on neighbours Stabilisingwetting of temporary access roads servicing rehabilitation activities
Additionally section 52 of the Air Quality Plan sets out additional dust mitigation measures as follows Site induction to include air quality management requirements to ensure awareness of potential
air quality impacts Activities are to be assessed during adverse weather conditions and modified as required (eg
cease activity where reasonable levels of dust cannot be maintained using the available means) Visual surveillance of dust plumes from all activity Haul roads and plant should be sited away from sensitive receptors where possible The site will have an acoustic bund which can act as a wind break to minimise on-site wind
erosion and Direct traffic to designated entrance and exit points The area of exposed surfaces should be kept to a minimum such as by shaping stockpiles in a
manner which reduces the exposed surface area or by covering exposed surfaces Exposed areas and stockpiles should be watered on a daily basis (or more frequently as required)
to keep moisture levels sufficient to minimise wind erosion Exposed areas should have barriers or coverings or should be temporarily rehabilitated if inactive
for periods of greater than three months Stockpiles should be located as far away from sensitive receptors as possible All material to be stored in designated storage bays to reduce exposed surface and wind flows
over material By scheduling material logistics the amount of stockpiled materials on-site can be minimised by
reducing their residence time by methods such as by receiving deliveries only when the amount of materials on-site is considered low or by focusing on delivery of materials to customers when there are high amounts of material on-site An appropriate storage amount should be used such that there would be no shortage of materials
Construction activities should be progressively staged The size of staging areas should be minimised by working on small areas and completing them before progressively proceeding to disturb another area
Completed sections will have commenced rehabilitation within three months and Ancillary vehicles should be kept off exposed areas to avoid potential disturbances of these areas When loading and unloading material the drop height of the material should be minimised the
front end loader should tip the bucket only when it is close to the ground the bed of the truck or the material pile being added to
Minimise spillage from loadingunloading and clean up any spillage immediately
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 50 Patons Lane Resource Recovery Centre Orchard Hills
Use of watering to ensure moisture content of material handling is sufficient to minimise dust generation and
During periods of high wind speeds (gt8ms) and winds blowing towards the sensitive receivers the material handling activities should be minimised or cease when excessive visible plumes of dust cannot be abated
Haul roads should be watered regularly using water carts such that the road surface has sufficient moisture to minimise on-road dust generation but not so much as to cause muddirt track out to occur
Roads that are heavily used or used for a long term and cannot be maintained in a low-dust state by watering should be sealed
Sealed haul roads should be cleaned regularly on a weekly basis or more frequently as required using a street sweeper or similar type of equipment When spillage occurs it should be cleaned as soon as possible
Vehicle traffic should be restricted to designated routes that can be managed by regular watering A speed limit of no more 40 kilometres per hour should be imposed on-site To minimise mud or dirt track out (eg during prolonged wet rainy periods) a wheel wash or
grids are to be installed and used near exit points Public streets should be cleaned regularly on a weekly basis or more frequently as required to
remove any dirt tracked onto sealed roads Vehicle loads should be secured and covered when transporting materials off-site The exposed
surface of dusty materials to be hauled may be watered if necessary Materials should be loaded onto vehicles in a uniform level manner and not be higher than the
highest part of the vehicle load compartment and The number of trips should be minimised by maximising the vehicle load but not overloading
40 MAINTENANCE MONITORING AND KEY PERFORMANCE INDICATORS Once the project commences weed management and maintenance of the existing and proposed vegetation becomes the most critical aspect of the Plan As the works progress over the 25 year life of the project the areas to maintain will increase significantly but established areas will gradually require less intense maintenance In effect the maintenance effort and costs will largely remain constant over the length of the project This will include 5 years of post closure maintenance As such an ongoing maintenance budget for 30 years is calculated as follows Say 40hrsweek for 52 weeksyear for a total of 30 years $45hour = 40 x 52 x 30 x 45 = $2808000 plus CPI or an average of $93000year The maintenance works will be guided at all times by the principles outlined in this Plan and according to best practice Bush Regeneration techniques For this reason it is necessary that the works be undertaken by an approved and qualified bush regeneration company The native plant communities that are created during the Site Establishment stage will largely maintain themselves once they are well watered and survived the first summer The majority of the maintenance work involves the management and control of weeds This work is to be carried out on an ongoing basis from the commencement of the project and according to the best practice Bush Regeneration techniques outlined specifically in Section 36 Weed Management Strategy All the management principals as outlined in Section 30 Site Management are to be part of this maintenance strategy including erosionstormwater controls fencing follow up seeding and
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 51 Patons Lane Resource Recovery Centre Orchard Hills
revegetation of native forest and woodlands Particular attention will be paid to identifying and addressing areas of post closure settlement Attention is drawn to the fact that it is proposed to place temporary stockpiles on completed sections of each cell in order to provide static loading and hence reduce the incidence of post closure settlement Where necessary filling topdressing and reseeding will be undertaken If it does occur it is likely to be in the pasturegrasslands of the site The site will be monitored on a regular basis and will include monthly and annual reporting Monthly reports will cover the following
Revegetation and fencing works undertaken (areas distance quantities and locations) Maintenance works undertaken (areas techniques herbicides used and locations) Significant incidents in terms of weather events impacts by RRC activities pests disease
feral animals Analyse and adjust works program to suit site conditions and progress
Annual reports will summarize the yearrsquos activities and performance as follows
Areas stabilized and revegetated Analysis of plant growth rates and survival rates Analysis of weed densities varieties and distribution Maintenance works undertaken and handover of stable areas as new areas come online Monitor and address any areas of settlement or areas where unwanted ponding occurs Reassess restoration works program and budget Make recommendations of what changes could be incorporated into the Plan to better achieve
the stated aims and objectives At the end of each year the works will be subject to independent audit as per consent conditions and application will be made for partial release of bond monies Those areas that are completed and signed off will enter the maintenance phase of the project They should be fenced off and access limited to maintenance staff Key Performance Indicators (KPIs) will be used to assess progress on the site and will include the following
Photo Monitoring Points (as located on Drawings PL201709A and PL201710A) Photo Monitoring Points will also include Commonwealth Land to the south and west of the
site and private land to the north and east of the site Analysis of plant growthsurvival rates through calculations of native plant densitysize Analysis of weed infestation and controls through calculations of weed densitysize and
weed speciesdistribution The values that the Plan is aiming for is as detailed in Table 7 below The existing situation is regarded as the baseline level In regards to native plants the datumbaseline level is currently 1m2 and 150mm high In regards to weeds the whole site is considered to be heavily infested by dense plumes of numerous species as indicated in Table 3 above As rehabilitation progresses further Photo Monitoring points will be added to assess newly completed areas
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 52 Patons Lane Resource Recovery Centre Orchard Hills
Table 7 Key Performance Indicators PERFORMANCE CRITERIA DURATIONTIME LEVEL REQUIRED Reduction in weeds on site (densitysize) Year 1 50 Year 2 60 Year 3 70 Year 4 80 Year 5 (ongoing) 90 Reduction in weeds on site (speciesdistribution) Year 1 10 Year 2 20 Year 3 30 Year 4 40 Year 5 (ongoing) 50 Increase in native plant density Year 1 200 Year 2 50 Year 3 10 Year 4 10 Year 5 (ongoing) 10 Increase in native plant size Year 1 100 Year 2 100 Year 3 100 Year 4 80 Year 5 60
50 RESTORATION WORKS PROGRAM Based on the current information for the operation of the Resource Recovery Centre the following program has been developed It will be subjected to regular modifications as the project is delivered and the annual reports are prepared and analysed
Table 8 Estimated Restoration Works Program TASK ITEM DURATIONTIME RESPONSIBILITY Stage 1 Site Establishment Works 12 MonthsWeek 1 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Mowslash boundary Zone 2 1 weekweek 2 Target and address erosionstormwater problems Ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 3-4 weeksweek 3 SRC and Huon Target and remove flowering spreading weeds in Zones 2 and 3
24 weeksweek 4 SRC and Huon
Revegetation works to Zone 2 (earthworks complete) 4 weeksweek 24 SRC and Huon Erectmodify exclusion and sediment fencing Zone 2 1 weekweek 24 SRC and Huon Revegetation works to Zone 3 (earthworks complete) 4 weeksweek 36 SRC and Huon Erectmodify exclusion and sediment fencing Zone 3 1 weekweek 36 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 53 Patons Lane Resource Recovery Centre Orchard Hills
TASK ITEM DURATIONTIME RESPONSIBILITY Stage 1a Site Establishment Works ndash Riparian Zone 12 MonthsWeek 1 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Target and address erosionstormwater problems ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 1 weeksweek 2 SRC and Huon Target remove flowering spreading weeds in Zone 1 3-4 weeksweek 3 SRC and Huon Revegetation works to Zone 1 (earthworks complete) 1-2 weeksweek 8 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
TASK ITEM DURATIONTIME RESPONSIBILITY Stage 2 Rehabilitation Phase (Stage 1 Cell 1) 12 MonthsYear 2-3 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Cultivate and prepare soils for rehabilitation progressivelyweek 2 SRC and Huon Target and address erosionstormwater problems ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 1 weeksweek 3 SRC and Huon Revegetation works to Zone 3 (earthworks complete) 1-2 weeksweek 4 SRC and Huon Hydromulching to Zone 3 1 weekweek 5 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
TASK ITEM DURATIONTIME RESPONSIBILITY STAGE 3 On-going RehabilitationMaintenance and Monitoring Phase
25-30 YearsYear 2
Rehabilitation of sections of site as earthworks complete and as per Stage 2 above
Ongoing SRC and Huon
Ongoing maintenance and monitoring (All Zones) Ongoing SRC and Huon Monthly Reports Monthly SRC and Huon Annual Reports Annually SRC and Huon
As each new section of the site is completed capped and handed over for rehabilitation the program for its final rehabilitation sign off and closure will proceed as outlined above in Stage 2 Rehabilitation Phase Progressively this process will work through Stage 2 Cell 1 to Stage 6 Cell 1 and so on until completed for instance at Stage 6 Cell 3 60 RESTORATION WORKS BUDGET The restoration works budget has been prepared to give an accurate outline of the expected costs to implement the BWLampVMP It includes all costs up to and including 5 years post closure maintenance and monitoring As part of the monitoring process and annual reporting both the budget and the program will be assessed and modified as required All costs are based on current industry rates in 2017 dollar terms and will require the application of annual CPI increases for future budgets
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 54 Patons Lane Resource Recovery Centre Orchard Hills
Table 9 Restoration Works Budget
Estimated Quantity for Life of Project and Allocation (2017 dollars)
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
All Site setup
Inductions SWMS programs administration Item 8 $100000 $1000 $1000 $1000 $5000 $8000
Collect seeds and propagate
Collect and propagate locally endemic species Seedlings 120000 $050 $10000 $10000 $10000 $5000 $25000 $60000
Annual reporting
Prepare and present annual reports as per Plan
Yearly item 30 $50000 $500 $500 $500 $500 $500 $12500 $15000
Monthly reporting
Prepare and present monthly reports as per Plan
Monthly item 360 $10000 $1200 $1200 $1200 $1200 $1200 $30000 $36000 $119000
Yearly total $12700 $11700 $12700 $6700 $2700 $72500
1 Riparian Zone River Flat Eucalyptus Forest
Fencing
Supply and install stockexclusionsilt fencing metre 500 $2500 $10000 $1500 $1000 $12500
Bioswales
Shape swales and respread stripped topsoil metre 200 $3000 $5000 $1000 $6000
Access tracks
Strip topsoil shape and compact track with site gravel metre 150 $4000 $5000 $1000 $6000
Erosion controls - General
Supply and place jute stones boulders and coir logs metre 250 $4000 $3000 $2000 $5000 $10000
Erosion controls - Construction works Controlled Activity Approval Works
Desilting of Dam 2 installation of outlet structures including spillways and erosion protection of the dam discharge and other water flows to Blaxland Creek as per CAA Application Item 1 $7500000 $75000 $75000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 15000 $1000 $30000 $30000 $30000 $20000 $15000 $25000 $150000
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 55 Patons Lane Resource Recovery Centre Orchard Hills
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 12000 $1000 $40000 $40000 $20000 $2000 $1000 $17000 $120000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 15000 $1000 $30000 $30000 $30000 $20000 $10000 $30000 $150000 $529500
Yearly total $198000 $105500 $80000 $42000 $26000 $78000
2 Boundary Zone Cumberland Plain Woodland
Fencing
Supply and install stockexclusionsilt fencing metre 3600 $2500 $30000 $30000 $20000 $10000 $90000
Bioswales
Shape swales and respread stripped topsoil metre 4000 $3000 $40000 $40000 $20000 $20000 $120000
Access tracks
Strip topsoil shape and compact track with site gravel metre 2700 $3500 $40000 $40000 $10000 $90000
Erosion controls Supply and place jute stones and coir logs metre 2000 $2000 $20000 $10000 $10000 $40000
Slashing
Slash pastures and prepare for weed control revegetation
square metre 40000 $050 $10000 $5000 $1000 $500 $500 $3000 $20000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 40000 $1000 $50000 $50000 $50000 $40000 $30000 $180000 $400000
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 35000 $1000 $60000 $60000 $50000 $5000 $5000 $170000 $350000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 40000 $1000 $45000 $45000 $40000 $10000 $10000 $250000 $400000 $1510000
Yearly total $295000 $280000 $201000 $55500 $45500 $633000
3 QuarryLandfill Zone
Pasture land and screen planting
Fencing
Supply and install stockexclusionsilt fencing metre 3000 $2500 $20000 $20000 $10000 $25000 $75000
Bioswales
Shape swales and respread stripped topsoil metre 1000 $3000 $5000 $5000 $20000 $30000
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 56 Patons Lane Resource Recovery Centre Orchard Hills
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Access tracks (temporary)
Strip topsoil shape and compact temporary track with site material metre 3000 $2000 $10000 $10000 $10000 $30000 $60000
Erosion Controls Supply and place jute stones and coir logs metre 3000 $2000 $5000 $5000 $5000 $45000 $60000
Slashing
Slash pastures and prepare for weed control revegetation
square metre 530000 $050 $10000 $10000 $5000 $5000 $5000 $230000 $265000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 530000 $100 $20000 $20000 $20000 $10000 $10000 $450000 $530000
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 40000 $500 $30000 $30000 $20000 $20000 $20000 $100000 $220000
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Hydromulching
Apply hydromulch to disturbed and completed landforms
square metre 530000 $200 $60000 $60000 $20000 $20000 $20000 $880000 $1060000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 530000 $200 $20000 $20000 $20000 $20000 $20000 $960000 $1060000 $3360000
Yearly total $180000 $180000 $95000 $90000 $75000 $2740000
TOTAL $685700 $577200 $388700 $194200 $149200 $3523500 $5518500 $5518500
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 57 Patons Lane Resource Recovery Centre Orchard Hills
70 PLAN REVIEW AND MODIFICATION PROCEDURES As discussed previously in this plan the success of the entire rehabilitation process is dependent upon a number of unknown and dynamic natural processes taking place on the site The principles of bush regeneration recognize factors and must work with their impacts constantly in mind These natural processes include the following
Changing weather and soil conditions Varying rates of plant growth Uncertain seed banks Changing sources and causes of weed outbreaks Uncertain rates of natural regeneration
Short term and long term changes in any of these factors will affect the rehabilitation works being undertaken It is for this reason that the Plan presented here is an adaptive management plan This allows the scope of works to be adjusted and modified on a regular basis and as required The annual and monthly reports will monitor and identify any opportunities or constraints that may occur The regular reporting will then formulate the best work procedures to adopt and modify the plan to suit the site conditions This will enable prioritization of the budget and manpower to capitalize on any advantageous conditions and to control any threatening processes 80 SUMMARY AND CONCLUSION The current site is an environmentally degraded site The proposed Resource Recovery Centre has an opportunity to restore the entire site into a valuable and usable landscape that combines stock grazing with native bush land of high ecological significance and biodiversity It will help protect conserve and enhance a number of EECs and restore the rural setting of the site Implementation and on-going management of the site as proposed in this Bund Wall Landscaping and Vegetation Management Plan and the associated Rehabilitation Plan will achieve the required outcomes if it is implemented thoroughly and in a timely manner The Plan complies with all the relevant conditions of approval The Plan will exceed the environmental outcomes specified in the FMPPR and project approval The four key factors to be achieved by this Plan are detailed above and summarized below Control unnecessary further degradation during the site establishment and operation
phases by limiting the footprint created by the earthworks quarrying activities and the delivery of services on the site
Monitor and treat weed outbreaks with best practice bush regeneration techniques while encouraging native regeneration and undertaking revegetation
Restore the site to the natural mature landscape as quickly as possible Protect the two Ecologically Endangered Communities ndash Cumberland Plain Woodland
and River Flat Eucalyptus Forest
Rodney Cox AAILA
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Appendix 1
Site Establishment ndash Rehabilitation and Landscaping
Plan Drawing No PL201709A dated 10 January 2017
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Appendix 2
Landform and RehabilitationLandscaping Plan Drawing No PL 201710A dated 10 January 2017
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 1
Approval from DPampE to Stage Plan
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 2
Approval from DPampE for Huon Designs to undertake Plan
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 3
GHD Plans and Cross sections for Bund Reshaping and Related Works
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 4
Survey of Riparian Zone and DPI Water policies and guidelines
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 5
Report on EEC Impacts Project Approval Document Schedule 6 Condition 5 c
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 6
Reconciliation of the Requirements of Schedule 7 of the Project Approval
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Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 7
Response from Agencies
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Appendix 1
Site Establishment ndash Rehabilitation and Landscaping Plan Drawing No PL201709A dated 10 January 2017
Page 58 of 136
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Page 59 of 136
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Appendix 2
Landform and RehabilitationLandscaping Plan Drawing No PL 201710A dated 10 January 2017
Page 60 of 136
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Page 61 of 136
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachments 1
Approval from DPampE to Stage Plan
Page 62 of 136
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~-tk ---NSW GOVERNMENT
Planning amp Environment
Mr David White General Manager - Operations and Compliance Patons Lane RRC davidwhitepatonslanecomau
Dear Mr White
Contact Emma Barnet Phone 9228 6412 Email emmabarnetplanningnswgovau
Orchard Hills Waste and Resource Management Facility (MP 09_0074)
Thank you for your email of 8 February 2015 and letter of 5 May 2016 requesting the Secretarys approval for the staging of the submission of the Quarry Operation Management Plan (required by Condition 4 of Schedule 5) and engineering plans (required by Condition 6 of Schedule 3) in accordance with Condition 32 of Schedule 3 of the above Project Approval
The Department notes that Patons Lane RRC is seeking approval to submit the above plans in three distinct Stages as follows
1 Stage 1- which would cover the period to the end of the excavation of Cell 1 2 Stage 2 - which would cover the period to the end of the excavation of Cell 2 and 3 Stage 3 - which would cover the period to the end of the excavation of Cell 3
The Department has reviewed your request and approves the staging of the pre-site establishment management plans as above
If you have any enquires on this matter please contact Emma Barnet on 9228 6412 or emmabarnetplanningnswgovau
Yours sincerely
C auie_ C~ris Ritchie cf r 6 Director Industry Assessments As the delegate of the Secretarys
Department of Planning amp Environment 23-33 Bridge Street Sydney NSW 2000 I GPO Box 39 Sydney NSW 2001 I T 02 9228 6111 I F 02 9228 6455 I wwwplanningnswgovau Page 63 of 136
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Page 64 of 136
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Page 65 of 136
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Bingo IndustriesNov 01 2017 1837
Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 2
Approval from DPampE for Huon Designs to undertake Plan
Page 66 of 136
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Page 67 of 136
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Moumlbius p a r t n e r s ACN 605 342 550
MarketingEducationPlanningMediaCommunicationIssuesManagementStrategySustainabilityRecoveryRecyclingWasteDiversionTechnology
4 August 2015 Ms Carolyn McNally Secretary Department of Planning and Environment (DPampE) GPO Box 39 Sydney NSW 2001 Attention Mr Chris Ritchie Manager Industry by Email ChrisRitchieplanningnswgovau Re Orchard Hills Waste Project - Land amp Environment Court ndash Director Generals Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works Further to our letter of 27 April 2015 and conversations that your David Mooney has had with our Ben Haynes from Jensen Bowers since our meeting on 9 June 2015 we provide an amended schedule of consultants to address the issues raised by DPampE The changes to Table 1 (previously provided) have been highlighted in red for ease of reference These changes have been summarised below
1 Noise Expert assisting Lead Auditor ndash Richard Hayden of Acoustic Dynamics
We have replaced EMMGA with Richard Hayden of Acoustic Dynamics to assist the lead Auditor in addressing the noise issues relating to the audit Richardrsquos CV is also attached
2 Civil and Structural Engineers assessing capacity of Road Bridge on Luddenham Road - Taylor Thompson Whiting
We understand that DPampE had some concerns that the traffic engineer Craig Hazel did not have the technical expertise to undertake the investigations relating to the structural capacity of the Bridge on Luddenham Road south of the Mamre Road intersection We confirm that we propose to use TTW a very reputable firm of structural and civil consulting engineers to undertake this specialist task Details of this firm can be found at httpwwwttwcomau We note the Consent requirement for ldquoThe investigation must be carried out in consultation with Council and to the satisfaction of the Director Generalrdquo 3 Quarry Operation Management Plan ndash Greg Thompson of VGT
We propose Greg Thompson of VGT to undertake the preparation of the Quarry Operation Management Plan Greg has considerable experience in this field and was the preferred consultant for CSR Brickmaking who wish to extract the clay and shale resource
We note that no formal DPampE approval endorsement of the consultants undertaking this task was required by the Consent for this task We have however provided a CV as a courtesy
Page 68 of 136
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Re Director Generalrsquos Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works
Page 2 of 3
4 Asbestos and Contamination Management Plan (and CLM Act Audit Statement)
a Preparation of Asbestos and Contamination Plan - HIBBS amp ASSOCIATES PTY LTD Occupational Health amp Safety Consultants Environmental Management Consultants
We previously nominated SGA ndash KPMG for this role Hibbs and Associates have considerable experience with asbestos related issues and we believe that this firm is better suited to this particular task CVs for each of the staff members for this project including the principal Philip Hibbs are attached for DPampE review We disclose that Hibbs and Associates provided the previous owner with a quotation for hourly rates to undertake works on the site We confirm that no works were undertaken whatsoever and no payments we made to Hibbs and Assocaites in respect of this project by anyone Under these circumstances Hibbs and Associates meet the requirement of the Consent that they are independent We attach the only document relating to Hibbs and Associates which is a two page quotation
b Audit ndash Dr Ian Swane (Jacobs) We also wish to clarify that the Audit component of these works will be undertaken by Dr Ian Swane who is also an accredited EPA auditor Dr Swanersquos CV details have been provided previously
5 Establishment of Community Liaison Committee and Website Construction and Communications Plan ndash OFP Communications
These two tasks will be undertaken by Diana Forrester and Oliver Forrester of OFP Communications
We note that no formal DPampE approval endorsement of the consultants undertaking this task was required by the Consent for this task We have however provided a CV as a courtesy We also advise that the scope of works undertaken by OFP will include broader community consultation and liaison issues as we discussed during our last meeting on 9th June 2015 A CV for OFP is also attached confirming their experience with quarrying and waste related projects
We would appreciate your early response to our nominations
Yours sincerely
David White ndash Director Mobius Partners
Mobile 0434 560 022 Email davidwhiteraconsultingnetau
Page 69 of 136
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Re Director Generalrsquos Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works
Page 3 of 3
Attachments
Table 1 ndash Audit Tasks and Consent Conditions ndash cross referenced to nominated consultants ndash changes to original Table 1 highlighted in red CVs
1 Noise Expert assisting Lead Auditor ndash Richard Hayden of Acoustic Dynamics 2 Quarry Operation Management Plan ndash Greg Thompson of VGT 3 Preparation of Asbestos and Contamination Plan - HIBBS amp ASSOCIATES PTY LTD Occupational
Health amp Safety Consultants Environmental Management Consultants a CVs b Quotation Document
4 Establishment of Community Liaison Committee and Website Construction and Communications Plan ndash OFP Communications
Page 70 of 136
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
1 36 Detailed Engineering Plans
1A
Douglas Partners (geotechnicallandfill
engineeringleachate andgroundwater)
1A1 John Russell1A2 James Pitcher
1A3 Mike Nash1A4 Mike Thom
Inhouse NPER3 Engineer requiredNo formal DPampE approval endorsement of consultants
required by Consent for this task
Previously worked on project
1B
Not required
1C
Dr Ian Swane Jacobs (Geotechnicallandfill engineering leachate and
groundwater)
Table 1 Nomination of Consultants and Auditors 30 7 15 1 of 10Page 71 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
2 311 Pre Site Establishment Audit
2A
Not required see Column C
2B
Not required see Column C
2C1
Lead Auditor Trevor Brown Trevor Brownand Associates
Alternates
2C2 Ken Holmes KMH Environmental
2C3 Julie Dickson DECA
3 313 Surrender of Existing Consents
3A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
3B
Not required see Column C
3C
Not required done by Lead Auditor
4 315Obtaining Licences (EPL) and other
Approvals
4A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
4B
Not required see Column C
4C
Not required done by Lead Auditor
Table 1 Nomination of Consultants and Auditors 30 7 15 2 of 10Page 72 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
5 33 Dilapidation Report
5A
To be done by registered consultingengineer No formal DPampE approval
endorsement of consultantsrequired by Consent for this task
5B
Not required see Column C
5C
Lead Auditor assisted by Mark Tooker NPCConsulting (civil engineering)
6 47Asbestos and Contamination Management
Plan (and CLM Act Audit Statement)
6A
Consent condition requires thatindependent consultant be used for
these works
6B
Philip Hibbs and AssociatesAsbestos and Contamination
Management Plan
6B1 Philiip Hibbs6B2 Michael Fisher
6B3 Samantha OCallaghan6B4 Vanessa Bannatyne
6C1
Dr Ian Swane (asbestos and contaminatedland issues and audit)
7 416Air Quality and Greenhouse Gas
Management plan
7A
Aleks Todoroski Todoroski AirSciences (air quality and greenhouse
gas)
7B
Not required
7C
Iain Cowan ERM (air quality andgreenhouse gas)
Table 1 Nomination of Consultants and Auditors 30 7 15 3 of 10Page 73 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
8 42 Soil Water and Leachate Management Plan
8A1 (see 1A1 4)
James Pitcher John Russell MikeNash Mike Thom Douglas Partners
(Leachate and groundwater)
8A2
Craig Bagnall Niche EH (surfacewater soils)
8A3
Mark Wainwright BMT WBM(surface water soils)
All previously worked on project
8B
Not required
8C1 (see 1C)
Dr Ian Swane Jacobs (GeotechnicalLand ll engineering)
8C2 (see 52)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
Table 1 Nomination of Consultants and Auditors 30 7 15 4 of 10Page 74 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
9 426 Noise Management Plans
9A
John Wasserman and Brian ClarkeWilkinson Murray (Acoustic
Consultants) Previously worked onproject
9B
Not required
9C
Richard HaydenAcoustic Dynamics (PrincipalManaging
Director)
10 43Construction Traffic Management Plan and
Bridge Investigation
10A
No formal DPampE approval endorsement of consultants
required by Consent for this task
Craig Hazel Traffic Solutions Pty Ltd(Traffic Engineers) Previously
worked on project
Bridge Investigations beingundertaken by specialist structural
and civil engineering firm TTW(Taylor Thompson Whiting)
10B
Not required
10C
Tim Rogers andor Josh Hollis ColstonBudd Hunt amp Kafes Pty Ltd (Traffic
Engineers)
Table 1 Nomination of Consultants and Auditors 30 7 15 5 of 10Page 75 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
11 439 Landscaping at 202 Luddenham Rd
11A
No formal DPampE approval endorsement of consultants
required by Consent for this task
Huon Designs (Landscape Architectslandform design constructionrestora on and maintenance)
11A1 Rod Cox11A2 Robyn Cox
11B
Not required
11C
Alex Fraser Fraser Environmental(Statutory compliance environmental
rehabilitation natural resourcemanagement)
12 44Bund Wall Landscaping and Vegetation
Management Plan
12A (see 11A)
No formal DPampE approval endorsement of consultants
required by Consent for this task
Huon Designs (Landscape Architectslandform design constructionrestoration and maintenance)
12B
Not required
12C (see 11C)
Alex Fraser Fraser Ecological Consulting(Statutory compliance environmental
rehabilitation natural resourcemanagement)
Table 1 Nomination of Consultants and Auditors 30 7 15 6 of 10Page 76 of 136
confidentialRon Chio
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confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
13 443 Fire and Emergency Management Plan
13A
Planager Pty Ltd (Risk Assessmentand Emergency Planning)
13A1 Karin Nilsson13A2 Anne Lewis
13B
Not required
13C
Dean Shewring Pinnacle Risk Management(Risk Assessment and Emergency Planning)
14 445 Install Site Security
14A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
14B
Not required
14C
Lead Auditor
15 446 Rehabilitation Plan
15A (see 11A)
Rod Cox and Robyn Cox HuonDesigns (Landscape Architectslandform design constructionrestoration and maintenance)
15B
Not required
15C (see 11C)
Alex Fraser Fraser Environmental(Statutory compliance environmental
rehabilitation natural resourcemanagement)
Table 1 Nomination of Consultants and Auditors 30 7 15 7 of 10Page 77 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
16 51Establishment of Community Liaison
Committee
16A
Diana ForresterOFP Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
16B
Not required
16C
Lead Auditor
17 54 Quarry Operations Management Plan
17A
Mr Greg ThompsonVGT Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
17B
Not required
17C
Phil Towler EMGA Mitchell McLennan(Environmental assessment amp
management)
Table 1 Nomination of Consultants and Auditors 30 7 15 8 of 10Page 78 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
18 55Landfill Environmental Management Plan
LEMP
18A1 (see 1A1 4)
John Russell Mike Nash Mike ThomDouglas Partners (Leachate and
groundwater)
18A1 (see 8A2 and 8A3)
Craig Bagnall Niche EH and MarkWainwright BMT WBM (surface
water soils)
All previously worked on project
18B
Not required
18C1 (see 1A)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
18C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
19 51Website Construction and Communications
Plan
19A
Diana ForresterOFP Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
19B
Not required
19C
Lead Auditor
Table 1 Nomination of Consultants and Auditors 30 7 15 9 of 10Page 79 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
20 7Fn Plan for Disposal of Water in Cell 1
20A
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
20B
Not required
20C (see 1A)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
20C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
21 7I Installation and Monitoring of Piezometers
21A (see 1A)
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
21B
Not required
21C (see 1C)
Dr Ian Swane Jacobs(GeotechnicalLandfill)
22 7J Construction Quality Assurance Plan
22A (see1A)
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
22B
Not required
22C1 (see 1C)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
22C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
Table 1 Nomination of Consultants and Auditors 30 7 15 10 of 10Page 80 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 3
GHD Plans and Cross sections for Bund Reshaping and Related Works
Page 81 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SEDIMENT DAM 4 RELOCATION (401)
CONTINGENCY STOCKPILE AREA (601 AND 602)
NORTHEASTERN BUND(101 AND 102)
ADDITIONAL TRIMMING FORNORTHEASTERN BUND(INCLUDED IN 101 AND 102)
ADDITIONAL TRIMMING FORNORTHWESTERN BUND(INCLUDED IN 103 AND 104)
NORTHWESTERNBUND (103 AND 104)
SOUTH AND SOUTHWESTERNBUND (105)
RRA PLATFORM (501 AND 502)
NORTHERN RRA BUND (503)
SOUTHERN RRA BUND (504)
INITIAL LEACHATE EVAPORATIONDAM (301 AND 302)
SEDIMENT DAM 5 (402)LOCATION UNDER REVIEW
CELL 1 (201 AND 202)
CELL 2 (203 AND 204)
CELL 3 (205)
INTERCELL BUNDEXCAVATION (206)
EASTWEST BUND BOUNDARY
NORTHEASTERN BUND EXCAVATION - DELAYED WORKS(106)
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 429 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK001dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
BULK EARTHWORKS
001
B
21-25736
PRELIMINARY
1100
SEP 2016
A INITIAL ISSUE AD 060916
B REVISED AD 101016
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW FREEBURN
LAND ENGINEERING amp MINING SURVEYORS DATEDAUGUST 2007 AND SEPTEMBER 2016
2 TO BE READ IN CONJUNCTION WITH PRELIMINARY BULKEARTHWORKS ESTIMATES (GHD 2016)
3 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
Page 82 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
CH 200CH 400
CH 500CH 600
CH 700
CH 800
CH 900
CH 1000
CH 1100
CH 0CH 100
CH 200
CH 300
CH 400
CH 500
CH 700
CH 800
CH 100
CH 300
CH 1200
CH 600
CH 0
CH 100
CH 200
CH 300
NORTHERN BUNDREFER SK003 - SK005
NORTHERN BUNDREFER SK003 - SK005
SOUTHERN BUNDREFER SK006 - SK008
SOUTHERN BUNDREFER SK006 - SK008
RRA BUNDREFER SK009
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 423 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK002dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED PERIMETER BUNDS
002
C
21-25736
PRELIMINARY
12000
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW FREEBURN
LAND ENGINEERING amp MINING SURVEYORS DATEDAUGUST 2007 AND SEPTEMBER 2016
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPERTY BOUNDARY
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 83 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 100
-100
0036
0835
05-9
490
3660
3539
-895
238
0035
75-8
363
3877
3609
-784
837
8636
28
-722
637
5936
53
-657
137
5936
79
-592
437
5937
05-5
384
3759
3726
-467
137
5937
54-4
143
3759
3776
-349
437
7338
27-2
899
4001
4099
4182
-221
042
3343
9544
13-1
664
3901
4630
4475
-109
835
1148
7345
40
000
3399
5300
4630
611
3392
5127
4660
1699
3386
4598
4714
2207
3376
4604
4739
3288
3334
4317
4793
3799
3301
4112
4818
4340
3100
3898
4845
5087
2900
3601
4881
5734
2846
3342
4913
6475
2709
3048
4949
7016
2548
2832
4975
7614
2403
2594
5003
8126
2381
2398
5018
8653
2335
2325
5033
9384
2218
2330
5055
1000
022
2223
9550
73
OFFSET
EXISTING SURFACE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL 95
CH 300
-100
0036
2236
22-9
396
3669
3670
-847
937
3437
41
-768
938
0037
99
-675
838
7838
69-6
238
3918
3913
-544
539
5739
82
-445
540
5840
91
-374
042
3441
69-3
229
4231
4212
-266
944
0043
7142
42
-203
946
0146
0342
75-1
512
4768
4797
4303
-919
4898
5015
4332
000
4753
5300
4377
569
4400
5146
4405
1195
4116
4836
4437
1776
4020
4548
4465
2432
4033
4448
4498
3024
4053
4439
4527
3548
4047
4229
4554
4103
3852
4007
4581
4691
3516
3772
4610
5203
3201
3567
4634
6264
3124
3143
4686
7707
3105
3027
4756
9008
3063
3005
4819
9601
2987
2997
4848
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 165
CH 400
-100
0040
7740
62
-887
641
1340
99
-689
941
8641
99-6
386
4204
4207
-413
342
3043
06
-344
643
0043
37
-250
044
0044
4243
78-2
000
4567
4632
4400
-143
247
6848
4744
26
000
4892
5300
4491
530
4527
5135
4515
1157
4300
4822
4544
1692
4311
4555
4568
2537
4333
4313
4605
5489
4354
3238
4728
8657
4368
2823
4864
9328
4300
2844
4891
9978
4252
2864
4918
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 145
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
CH 200
-100
0037
093
3703
-920
437
359
3739
-865
537
627
3764
-796
038
000
3795
-740
940
000
3863
3901
-683
643
000
3942
3968
-623
344
221
4025
4040
-564
846
507
4112
4116
-510
949
691
4192
4279
-445
252
000
4235
4476
-359
652
261
4287
4733
-286
052
453
4333
4954
-229
852
000
4368
5123
-169
151
000
4405
5300
-110
248
382
4434
5205
000
4257
744
8946
9355
640
000
4517
4505
1230
3716
745
5145
1217
9734
018
4380
4580
2821
3141
939
9446
31
3451
3185
237
6146
6239
5730
000
3577
4687
5584
2803
430
1247
68
6378
2800
029
4548
08
7074
2800
029
4048
42
7915
2800
029
3448
83
9690
2760
929
2249
69
OFFSET
EXISTING SURFACE
DATUM RL 150
4088
4156
4205
FINAL LANDFORM
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1052 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 1
003
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 84 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 500
-100
0041
7041
48-9
408
4175
4146
-854
041
8041
45
-788
641
8141
50-7
301
4185
4159
-661
041
8941
73-6
108
4190
4184
-535
142
0842
05-4
820
4303
4228
-427
741
2342
51-3
757
4220
4274
-320
242
8543
5942
98-2
640
4599
4537
4324
-213
649
0046
9843
48
-149
549
1349
0343
78
-881
4701
5100
4407
000
4294
5300
4450
1078
3996
4849
4501
1829
4001
4486
4538
2771
4007
4244
4583
4528
4020
3682
4668
5178
4026
3275
4700
5686
4173
2936
4724
6660
4383
2903
4772
7329
4349
2923
4805
8454
4340
2955
4860
9358
4370
2980
4904
1000
043
8929
9749
36
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 160
CH 600
-100
0040
0640
00
-922
940
2440
26
-849
140
4640
51
-709
641
0041
13
-556
741
5741
95
-490
041
6942
28
-352
641
9943
1942
93-2
947
4570
4492
4320
-243
248
9946
4543
45
-164
550
0648
8043
82-1
075
4800
5049
4409
000
4427
5300
4461
645
4320
5077
4492
2247
4378
4367
4569
3154
4405
4395
4612
3898
4427
4216
4646
4925
4494
3729
4693
5791
4485
3222
4732
6367
4643
3007
4757
7298
4536
3036
4800
8208
4459
3064
4843
8994
4444
3088
4881
9538
4454
3104
4907
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 170
CH 700
-100
0040
5940
57
-920
640
8940
71
-750
941
3941
18
-501
842
0041
91
-433
042
0242
18
-336
242
1742
63-2
804
4440
4370
4289
-217
747
9745
9643
19
000
5083
5303
4419
2419
5080
4421
4538
3780
5061
4511
4604
4324
5076
4573
4627
4909
5087
4623
4654
6932
5128
4360
4746
9573
5101
4088
4875
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 260
CH 800
-100
0042
40
-922
342
68
-837
242
71
-733
042
8643
44
-668
043
0043
54
-591
843
2243
72
-495
343
2843
94
-372
343
2844
00-3
200
4400
4471
4400
-266
046
9946
6744
68-2
123
5000
4862
4543
-957
5220
5285
4625
000
5209
5508
4651
761
5203
5172
4663
1477
5125
4822
4668
2632
5114
4544
4668
3147
5108
4544
4668
3907
5095
4548
4665
4424
5100
4566
4660
4964
5110
4586
4654
5586
5100
4589
4646
6560
5015
4620
4640
7252
4909
4641
4632
7769
4859
4636
4627
8406
4780
4675
4622
8921
4695
4688
4619
9509
4616
4458
4616
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 285
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1053 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 2
004
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 85 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 900
-100
0044
2644
29
-836
144
5544
73
-621
044
9145
46-5
665
4499
4564
-484
346
0046
6245
91-4
296
4898
4777
4639
-378
951
7348
8347
09-3
188
5410
5008
4803
-236
253
9951
8149
32
-163
153
8953
3450
00
-905
5398
5485
5000
000
5331
5605
5008
1914
5163
4889
5049
3583
5100
4370
5085
4106
4837
4121
5088
4701
4572
3838
5091
5430
4600
3409
5099
6014
4557
3326
5113
8751
4555
3299
5137
9298
4793
3293
5143
1000
048
6332
8751
45
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 200
CH 1000
-100
0045
83
-937
745
8745
95
-766
845
9046
00-7
078
4599
4600
-455
646
3946
87
-382
347
0048
4547
23-3
321
4979
4969
4754
-280
152
6650
9647
85
000
5564
5672
5032
863
5500
5333
5052
1394
5168
5104
5064
1932
4831
4950
5077
4154
4720
4301
5129
4741
4722
4016
5143
5968
4753
3462
5172
8214
4742
3500
5224
8786
4744
3500
5236
9325
4800
3500
5248
1000
050
7034
4052
63
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 215
CH 1100
-100
0047
17
-903
447
35
-808
347
5647
29
-662
747
7547
81
-523
047
9948
00
-386
748
3448
00
-284
448
3348
8648
00-2
241
4900
5092
4800
-166
351
9152
8948
53-1
072
5567
5496
4932
000
5658
5738
5013
528
5652
5499
5024
2128
5600
4967
5060
2715
5300
4951
5072
3287
5000
4679
5085
3806
4901
4432
5096
6678
4932
2904
5155
7291
4942
2911
5168
8643
4936
2926
5193
9857
4932
2939
5213
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 165
CH 1200
-100
0047
50
-899
447
5446
72
-801
047
5247
37-7
508
4759
4746
-682
447
6147
43-6
285
4759
4747
-569
647
6547
59
-489
347
6647
60
-394
047
6947
56
-326
147
6047
68-2
705
4800
4882
4782
-215
951
4950
9647
95-1
607
5500
5312
4801
-100
958
9955
4648
20
000
5853
5804
4847
680
5851
5529
4866
1696
5900
5085
4890
2212
5600
4898
4901
2741
5248
4906
4909
3296
4900
4836
4912
5786
4888
3421
4975
7537
4935
3038
5006
1000
049
9230
6650
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 175
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION(INFERRED AT THIS LOCATION)
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 407 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 3
005
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 86 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
-100
0048
31
-927
748
08
-750
347
4747
53-6
959
4757
4765
-606
047
2447
50
-530
247
0347
42
-462
047
0047
35
-372
248
0047
31
-306
848
1748
05-2
475
4710
4821
-117
547
1048
56
-570
4710
4869
000
4710
4872
681
4710
4881
1350
4710
4891
4714
4710
4914
5537
4710
4919
6365
4710
4925
6885
4710
4928
7612
4710
4931
8151
4710
4931
1000
047
1049
14
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 325
CH 100
-100
0051
34
-920
651
55
-851
751
62
-778
051
56
-707
851
50
-596
951
0051
13
-535
151
0650
98
-365
050
2850
66-3
111
5007
5063
-256
452
6350
61-1
976
5574
5045
-142
559
7050
5056
22
000
6145
5067
5715
890
6101
5082
5750
1411
5863
5098
5727
1918
5580
5103
5575
2503
5201
5109
5505
3122
5035
5114
5286
3880
5008
5122
5018
4804
4985
5133
4939
5739
4982
5149
4934
6585
4983
5158
4929
7245
4998
5163
4926
7750
5013
5167
4923
8338
5039
5171
4920
8881
5063
5175
4917
9403
5071
5178
4914
9962
5053
5182
4911
OFFSET
EXISTING SURFACE
CELL DESIGN LEVEL
FINAL LANDFORM
SOUTHERN BUND DESIGN LEVEL
RRA PLATFORM
DATUM RL 360
CH 200
-100
0055
84
-920
955
52
-838
056
01
-759
556
00
-671
155
97
-606
855
87
-510
755
5255
62
-429
455
2255
33
-318
655
2155
14-2
612
5506
5505
-199
857
9955
0357
06-1
497
6049
5502
5714
000
6365
5496
5736
1467
6306
5493
5758
2105
6099
5495
5768
2654
5801
5497
5776
3194
5798
5499
3698
5167
5493
4403
4960
5483
5146
4976
5476
5877
5000
5477
7271
5009
5468
7872
4970
5466
9103
4921
5453
9997
4921
5448
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CH 300
-100
0057
88
-585
057
7756
00
-441
257
6456
00
-307
257
0156
00-2
544
5974
5600
5816
-199
162
8256
0058
06
-126
665
0756
0057
90
000
6485
5600
5761
1116
6400
5600
5736
1812
6346
5600
5722
2542
6318
5600
5708
3196
6001
5600
5699
3699
5800
5600
5691
4216
5611
5600
4903
5517
5600
5693
5399
5600
6290
5275
5593
6862
5238
5582
7589
5233
5570
8101
5138
5560
8921
5091
5547
9485
5000
5537
1000
049
4955
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
5657
5463
5207
4919
4915
4909
4906
4900
4895
5595
5419
5219
5152
5165
5129
5033
4971
4928
4914
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1056 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 1
006
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 87 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 400
-100
0054
5954
52
-938
054
5854
63-8
798
5457
5467
-678
254
9354
70
-611
455
0654
70
-546
155
0054
72
-361
954
8854
92-3
039
5756
5501
-249
960
2455
1058
76-1
944
6300
5518
5874
000
6439
5543
5866
1064
6476
5556
5862
1689
6400
5565
5860
2273
6300
5572
5857
3106
5926
5579
5844
3645
5669
5583
4465
5400
5588
5172
5200
5591
5786
5008
5593
6777
4976
5594
8721
4945
5593
9385
4952
5592
1000
049
6155
89
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CH 500
-100
0052
65
-908
352
4952
59
-773
552
6752
65
-566
252
8152
85
-469
852
9052
99
-400
352
9753
11
-334
053
0053
22-2
808
5600
5332
-227
559
0053
4157
87-1
765
6189
5349
5795
000
6329
5379
5823
1022
6300
5391
5845
1639
6000
5400
5859
2247
5887
5405
5890
2770
5700
5409
3517
5389
5414
4034
5085
5417
4803
4869
5421
5309
4876
5423
6268
4800
5426
6862
4768
5428
8266
4795
5430
9415
4816
5430
1000
048
2854
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 350
CH 600
-100
0050
4450
35
-908
150
4450
33
-820
950
3850
38-7
645
5035
5036
-612
550
2950
27
-532
150
2350
28
-451
850
1150
24
-347
551
0050
44-2
897
5458
5050
-234
658
0050
6057
40-1
845
6108
5073
5744
-666
6283
5105
5754
000
6292
5123
5760
1453
6300
5162
5774
2007
6100
5177
5779
2523
5800
5191
5784
3143
5400
5200
3661
5100
5221
4575
5057
5249
5482
5069
5284
6218
5090
5312
7375
5093
5357
7913
5100
5378
8683
5166
5400
9219
5171
5400
9970
5172
5400
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 350
CH 700
-100
0052
6151
23
-938
752
4251
02-8
876
5200
5088
-826
052
8950
71
-757
152
8750
50-7
011
5286
5032
-624
552
6350
21-5
704
5271
5017
-499
252
5250
14-4
400
5219
5016
-385
851
4150
20
-325
051
4950
29-2
681
5165
5038
-201
154
0050
54-1
490
5634
5069
-846
5999
5087
5750
000
6289
5111
5732
873
6269
5137
5719
1425
6315
5154
5697
1999
5930
5170
5411
2614
5518
5188
5104
3223
5110
5206
4800
3784
4862
5217
4761
4778
4713
4533
5240
6494
4652
3639
5262
8174
4701
2996
5286
8707
4700
2992
5291
9245
4630
2988
5296
9843
4443
2983
5298
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 170
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
5698
5355
5050
4889
4892
4896
4897
4899
5732
5465
5268
4960
4848
4846
4844
4846
4848
4850
5545
5337
4971
4791
4793
4797
4798
4800
4801
4803
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1055 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 2
007
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 88 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 800
-100
0050
8350
95
-828
550
6650
59
-554
050
1150
01
-336
649
3749
85
-232
649
4649
59-1
804
5299
4947
-121
857
0149
32-6
8660
6649
1957
19
000
6478
4902
5720
784
6373
4889
5719
1401
6309
4895
5476
1907
6005
4904
5247
2514
5604
4922
4968
3107
5202
4946
4811
3765
4829
4971
4811
4337
4789
4582
4991
5673
4847
3945
5021
6362
4900
3531
5035
6869
5018
3193
5040
7483
5100
2897
5047
8096
5096
2891
5052
8633
4926
2886
5057
9141
4700
2881
5058
9988
4599
2873
5061
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 160
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1055 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 3
008
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 89 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
-100
0046
0054
7931
13
-890
245
6954
7931
29-8
370
4600
5476
3183
-525
946
6654
5242
26
-449
146
7654
4544
79
-358
646
8654
3346
86
-278
547
0054
2447
79-2
284
4755
5418
4964
-172
148
5554
1051
46-1
164
4927
5403
5325
-647
4981
5393
5492
000
5049
5376
5700
559
5089
5358
1416
5157
5332
1989
5159
5315
2663
5200
5294
3253
5261
5275
3813
5300
5260
4412
5326
5241
4912
5346
5228
5471
5346
5218
5991
5338
5207
6581
5359
5201
7131
5386
5200
7773
5388
5200
8297
5350
5200
8990
5338
5202
9606
5364
5210
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DESIGN SURFACE
DATUM RL 185
CH 100
-100
0049
0056
3132
18
-900
549
0056
2532
45-8
436
4700
5621
3261
-747
147
0056
1532
53
-617
647
0056
0732
37
-551
346
6756
0335
91
-449
346
5955
8641
44
-348
846
8055
6446
39
-286
047
0055
5047
00
-159
147
0055
2250
96
-580
4700
5499
5477
000
4673
5486
5700
606
4646
5473
5593
1387
4640
5455
4789
2062
4655
5440
4789
2784
4689
5424
3946
4698
5400
4560
4700
5400
5236
4699
5400
6023
4763
5400
4809
6608
4821
5400
4812
7391
4896
5400
4816
7914
4930
5400
4819
8447
4965
5400
4822
8990
4990
5400
4824
9613
4970
5400
4828
OFFSET
EXISTING SURFACE
DATUM RL 195
CH 200
-100
0049
7253
91-9
470
4948
5397
-892
849
4154
02
-729
049
2554
14-6
747
4900
5418
-609
349
0054
22
-541
649
0054
26
-426
549
0054
30-3
759
4904
5431
-323
249
3454
32
-257
049
7454
31
-176
850
0054
29
-111
750
0054
26
000
5000
5418
655
5000
5411
1334
5000
5403
2047
5082
5392
2719
5300
5376
3229
5336
5365
3995
5400
5349
4565
5200
5335
5141
5064
5320
5741
5000
5330
6592
4886
5343
7221
4867
5353
7835
4847
5363
8560
4824
5374
9206
4804
5384
9893
4760
5395
OFFSET
EXISTING SURFACE
DATUM RL 180
CH 300
-100
0048
5448
4948
54
-928
648
8248
6548
82
-868
248
8348
8048
83
-802
649
0048
9449
00-7
496
4900
4906
4900
-698
949
8949
2049
89-6
450
5000
4936
5000
-592
649
1449
5249
14
-507
249
1049
7749
10
-380
549
4650
1350
57-3
233
4956
5028
5153
-220
249
5550
5453
26-1
697
4965
5060
5412
-637
5000
5081
5592
000
5001
5095
5700
1365
5037
5123
5214
2315
5061
5143
4862
3330
5100
5164
4860
3906
5158
5176
4859
4409
5252
5187
4857
4937
5500
5198
4856
5515
5700
5200
4855
6269
5700
5206
4853
6884
5304
5222
4852
7393
4987
5237
4851
7984
4900
5255
4850
8497
4900
5270
4849
9551
4865
5302
4846
OFFSET
EXISTING SURFACE
DATUM RL 295
FINAL LANDFORM
DESIGN SURFACE
FINAL LANDFORM
DESIGN SURFACE
FINAL LANDFORM
DESIGN SURFACE
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
3102
3116
3131
3168
3270
3700
4187
4741
4904
4934
4974
5115
5324
5700
5625
5227
4876
4818
4819
4820
4821
4822
4823
4825
4826
4827
4828
4829
4830
5658
5307
5368
5409
5428
5447
5476
5481
5471
5483
5517
5516
5508
5500
5488
5505
4793
4799
4802
4805
TOP OF WASTE
CLAY SHALE INTERFACE
TOP OF WASTE
CLAY SHALE INTERFACE
TOP OF WASTE
CLAY SHALE INTERFACE
CLAY SHALE INTERFACE
RRA PLATFORM
RRA PLATFORM
RRA PLATFORM
RRA PLATFORM
CELL 3
CELL 3CELL 3
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1054 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK009dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
NORTHERN RRA BUND
CROSS SECTIONS - SHEET 1
009
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 90 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
35
35
35
35
35
35
40
40
40
45
45
45
45
50
50
50
55
55
55
55
50
50
20
20
25
25
30
30
30
30
3030
3030
30
30
30
30
30
30
3030
30
30
30
30
30
3030
30
35
35
35
35
35 35
35
35
3535
35
35
35
35
3535
35
35
35
35
35
35
35
35
3535
35
35
40
40
40
40
40
40
40
40
45
45
45
45
30
35
35
35
40
40
40
40
404040
40
4045
45
45
45
45
45
45
4545
45
4545 45
45
5050
50
50
50
5050
50
5050
50
5050
50
50
50
50
5555
55
55
55
5555
5540
45
4545
45
50
5050
50
40
50
50
50
55
55
55
55
50
55
55
55
5050
50
50
50
5555
55
50
50
5050
55
55
5555
45
45
45
50
50
50
50
50
ASK021
BSK021
CSK022
DSK022
ESK023
EXTENT OF TRANSMISSION LINE EASMENT
30m PYLON EXCLUSION ZONE
30m PYLON EXCLUSION ZONE
30m PYLON EXCLUSION ZONE
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 426 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK020dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
020
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N LEGEND
DESIGN CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED AUGUST 2007 AND SEPTEMBER2016
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPERTY BOUNDARY
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 91 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONASK020 2000SCALE 1
SECTIONBSK020 2000SCALE 1
032
632
632
39
2035
6335
6334
47
4036
9536
9535
45
6037
6437
6436
32
8037
5937
5937
06
100
376
376
379
120
3908
4593
4446
140
344
5346
28
160
3383
4635
4723
180
3279
4025
4813
200
266
3235
4879
220
2016
2427
4901
240
2016
1849
1
260
2016
1849
02
280
2315
2409
4893
300
2374
2783
4927
320
2355
2804
4967
340
2824
283
4997
360
4395
285
5002
380
5137
2896
4978
400
5225
3567
4921
420
5406
4583
4865
440
6007
5033
4817
460
6374
5725
48
480
5346
5346
4837
4988
649
3649
3649
06
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -1030 0
3991
3991
3988
2042
541
3141
41
4046
1245
8442
67
6048
2653
4365
8041
3644
6144
66
100
4038
4067
4566
120
3116
3269
4665
140
3088
3017
4763
160
2962
2994
4862
180
2889
2972
4962
200
2862
295
5062
220
2858
2928
5161
240
2875
2922
5251
260
3025
2944
5339
280
3162
2966
5419
300
4013
2988
5455
320
4414
3008
5479
340
4488
303
549
360
4461
3052
5498
380
4514
3249
5509
400
4601
3333
552
420
4592
3443
5516
440
4609
448
5498
460
465
4924
5472
480
4715
5641
5444
500
4777
4768
5406
520
4838
478
5351
540
5009
479
5316
560
5179
4853
2
580
5275
481
5323
600
5303
482
5327
620
4959
483
5374
640
478
484
542
660
496
485
5453
680
5157
486
5487
700
5319
487
5521
720
5069
488
5555
740
4975
489
559
760
5002
5150
56
780
6143
567
56
800
6427
5729
56
820
6469
5793
56
840
5721
5721
5684
886
5746
5746
56
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -920
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
CLAY SHALE INTERFACE
NORTHWEST BUND
CELL 1
CELL 1 SUMP TOP OF WASTECLAY SHALE INTERFACESOUTHERN BUND
FINAL LANDFORM
CLAY SHALE INTERFACE
NORTHWEST BUND
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
NORTHERN RRA BUND
FINAL LANDFORM
RRA PLATFORM
SOUTHERN RRA BUND
INDICATIVE TEMPORARY EXCAVATION BATTER
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 328 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
021
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 92 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONCSK020 2000SCALE 1
SECTIONDSK020 2000SCALE 1
041
0641
0641
25
2041
6441
6442
27
4045
9845
1143
2
6046
8551
0544
14
8043
1448
5945
1
100
4402
4379
4608
120
4419
3629
47
140
4509
3018
4794
160
4441
3077
4889
180
4476
3137
4983
200
4969
3197
508
220
5059
3231
5178
240
454
3171
5258
260
4568
317
5331
280
4605
323
5363
300
4653
329
5388
320
5449
3498
5394
340
5467
2994
5396
360
4829
3653
96
380
4886
2951
5386
400
4934
2998
536
420
5486
3041
5329
440
5504
3024
5302
460
4928
3082
5262
480
4962
314
5214
500
5005
3121
5158
520
5014
306
5091
540
5007
3627
5036
560
4986
4663
4992
580
4958
4958
4953
600
4871
4871
4913
620
4816
4816
4882
640
4797
4797
4862
660
471
471
4872
680
471
471
488
700
471
471
4898
720
471
471
4912
740
471
471
4904
760
4704
4704
4895
780
471
471
4885
800
471
471
4867
820
471
471
4816
840
4716
4716
4761
8488
647
3247
3247
76
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -910 0
3868
3868
3876
2042
7942
7939
92
4033
0233
0243
44
6020
1618
4741
8020
1618
50
100
2016
1850
38
120
2343
1829
5079
140
2513
267
5119
160
2703
2874
5158
180
2722
2833
5197
200
2762
2861
5215
220
2846
2883
525
240
2876
2905
5262
260
2893
2927
5273
280
2888
2949
5286
300
2908
2956
53
320
3087
3003
5312
340
3681
3074
5326
360
4456
3159
534
380
445
2987
5353
400
445
2992
536
420
4655
2998
5363
440
4539
3018
5356
460
4503
3037
5349
480
4513
3056
5341
500
4527
3076
5326
520
4533
3095
5314
540
4536
3115
5306
560
4553
3134
529
580
456
3153
5292
600
458
3173
5259
620
4596
3192
5234
640
4593
3214
5208
660
4592
324
5184
680
4636
4082
5141
700
4641
4916
5096
720
5332
5582
505
740
5466
5317
5005
760
511
4901
4732
780
4538
4538
4586
7907
453
453
4566
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -1030
FMPPR EXTENT OF EXTRACTIONFMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTIONFMPPR EXTENT OF EXTRACTION
NORTHEAST BUND
CELL 2
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 3
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 2
CELL 1 SUMP NORTHEAST BUNDINDICATIVE TEMPORARY EXCAVATION BATTER
CLAY SHALE INTERFACE
INDICATIVE TEMPORARY EXCAVATION BATTER
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1141 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
022
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 93 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONESK020 2000SCALE 1
042
1342
1342
1
2044
6244
6243
03
4036
0436
1645
63
6034
7328
7348
8
8035
2228
0850
22
100
3416
2865
5067
120
3282
2927
5112
140
3493
2988
5157
160
3515
3003
5202
180
3563
2943
5247
200
3573
2957
5292
220
3718
3014
5337
240
3934
3064
5382
260
407
3122
5426
280
4434
3068
547
300
4477
3048
5514
320
4495
3323
5558
340
454
3161
5601
360
4596
3145
5629
380
4701
3124
5651
400
4684
3111
5663
420
4691
3094
5662
440
4713
3077
5642
460
489
306
5617
480
5041
3044
5595
500
5114
3027
5552
520
5148
301
5508
540
5178
2994
5464
560
5223
2977
542
580
5288
296
5377
600
5439
2944
5333
620
5201
2927
5289
640
4795
2909
5245
660
4788
2891
5201
680
4774
3604
5154
700
4778
4637
5108
720
546
5082
5061
740
5598
5665
5015
760
5122
513
4809
780
4726
4738
4738
7907
4718
4718
4708
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -920
FMPPR EXTENT OF EXTRACTION FMPPR EXTENT OF EXTRACTION
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 3
NORTHEAST BUNDINDICATIVE TEMPORARY EXCAVATION BATTER
CLAY SHALE INTERFACE
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1141 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
023
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 94 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
LOT 4DP 242968
LOT 2DP 586093
LOT 2DP 238092
LOT 42DP 738126
PATONS LANE
PATONS LANE
EASTWEST BUNDBOUNDARY
INITIALLEACHATEEVAPORATIONDAM
RRAPLATFORM
CELL 3
CELL 2CELL 1
LONG-TERMLEACHATEEVAPORATIONDAM
CONTINGENCYSTOCKPILEAREA
NORTHEASTERNBUND
NORTHWESTERNBUND
SOUTH ANDSOUTHWESTERNBUND
NORTHERN RRABUND
SOUTHERN RRA BUND
ADDITIONAL TRIMMING FORNORTHEASTERN BUND
ADDITIONAL TRIMMING FORNORTHWESTERN BUND
SEDIMENT DAM 5(PRELIMINARY CAPACITY 53MLSUBJECT TO DESIGN)
SEDIMENT DAM 6(CAPACITY 33ML SUBJECT TO DESIGN)
OUTLET AND SPILLWAY TOADJACENT PROPERTY
LANDFILL CELLACCESS ROAD
HAUL ROAD
SEDIMENT DAM 4A(PRELIMINARYCAPACITY 75MLSUBJECT TO DESIGN)
PROPOSED COMBINEDOUTLET STRUCTURE
30m PYLON EXCLUSION ZONE
SEDIMENT DAM 3B(PRELIMINARY CAPACITY 31 ML SUBJECT TO DESIGN)
OUTLET TO ADJACENT PROPERTY
SEDIMENTDAM 6A(IF REQUIRED)
30m PYLON EXCLUSION ZONE
SPILLWAY
BLAXLAND CREEK
OUTLET TO BLAXLAND CREEK
DUPLICATE CULVERTTHROUGH BUND TO INCASE OF BLOCKAGE
AVERAGE CHANNELGRADE ~ 13
AVERAGE CHANNELGRADE ~ 19
AVERAGE CHANNELGRADE ~ 30
AVERAGE CHANNELGRADE ~ 16
AVERAGE CHANNELGRADE ~ 23
EXTENT OF TRANSMISSION LINE EASMENT
SEDIMENT DAM 3A(PRELIMINARY CAPACITY 31 ML SUBJECT TO DESIGN)
BIOSWALECONVEYINGDAM 3A OUTFLOW
SEDIMENT DAM 2A(CAPACITY SUBJECT TO DESIGN)
EXISTING DAM 2
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No16 December 2016 - 433 PM G2125736CADDDrawings21-25736-SK010dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
SURFACE WATER
010
F
21-25736
PRELIMINARY
12000
DEC 2016
E REVISED AD 081216
F REVISED AD 161216
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN - LAND ENGINEERING amp MININGSURVEYORS DATED SEPTEMBER 2016
2 TO BE READ IN CONJUNCTION WITH SK011CATCHMENT PLAN (GHD 2016)
3 SUBJECT TO CHANGE BASED ON DEVELOPMENT OFCONCEPT DESIGN
4 ON-SITE DRAINAGE TO BE DESIGNED TO PROVIDECAPACITY FOR THE 1 IN 20 YEAR AVERAGERECURRENCE INTERVAL (ARI) STORM EVENT
5 INTERNAL ROAD CULVERTS AND PIPES THROUGHBUNDS TO BE DESIGNED FOR 1 IN 100 YEAR ARISTORM CAPACITY
6 SEDIMENT BASINS TO BE DESIGNED TO PROVIDE FOR90TH PERCENTILE 5 DAY RAINFALL CAPACITY INACCORDANCE WITH THE REQUIREMENTS OFMANAGING URBAN STORMWATER - SOILS ANDCONSTRUCTION MANUAL (DECC 2004)
7 SEDIMENT DRAINAGE CHANNELS GENERALLY TOCOMPRISE GRASSED SWALES LAID ON EROSIONCONTROL MATTING AND UNDERLAIN BY TOPSOIL
8 BIORETENTION DRAINS GENERALLY TO COMPRISEGRASSED CHANNEL UNDERLAIN BY BELOW GROUNDFILTER MEDIA
9 PERIMETER DRAINS TO CONVEY SEDIMENT LADENRUNOFF DURING BUND RESHAPING WORKS ASSHOWN TO BE CONVERTED TO CLEAN WATERDRAINS FOLLOWING BUND REVEGETATION
10 ROCK RIPRAP OUTLET PROTECTION TO BE PROVIDEDAT OUTLETS OF ALL SEDIMENT BASINS
11 ALL SEDIMENT BASINS TO INCORPORATE GABION ORROCK LINED EMERGENCY SPILLWAY
12 SEDIMENT AND EROSION SOURCE CONTROLS TO BESHOWN SEPARATELY ON SEDIMENT AND EROSIONCONTROL PLAN INCORPORATING STAGING OFESTABLISHMENT WORKS
13 ALL CAPACITIES AND SIZINGS ARE INDICATIVE ONLYAND SUBJECT TO DESIGN
DAM
CLEAN WATER DRAINAGE CHANNEL
SEDIMENT DRAINAGE CHANNEL
HEADWALL AND CULVERT
ACCESS ROAD
ROCK CHECK DAM
LOW LEVEL BERM TO EXCLUDECLEAN WATER RUN-ON
Page 95 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 4
Survey of Riparian Zone and DPI Water policies and guidelines
Page 96 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
35
35
40
40
40
20
30
3535
35
30
35
35
35
40
40
40
4545
45
4545 45
45
50
50
5050
50
50
5040
4545
45
5050
50
40
20
40
PROPOSED COMBINEDOUTLET STRUCTURE
40m RIPARIAN CORRIDOR BUFFER
20m RIPARIAN CORRIDOR BUFFERRIPARIAN CORRIDOR
PROPOSED DAM 3A
RELOCATED DAM 4A
PROPOSED NORTHWESTERN BUND
PYLON EXCLUSIONZONE
PYLON EXCLUSIONZONE
PROPOSED DAM 2A
EXISTING DAM 2
BLAXLAND CREEK
SITE BOUNDARY
SITE BOUNDARY
DAM 4 OUTLET TO DAM 3B
WESTERN BOUNDARY CLEAN WATER DRAIN
DAM 3B CLEAN WATER OVERFLOW
DAM 2A OUTLET TO DAM 2
DAM 3A OVERFLOW TO DAM 2A
20
40
PROPOSED COMBINEDOUTLET STRUCTURE
40m RIPARIAN CORRIDOR BUFFER
20m RIPARIAN CORRIDOR BUFFERRIPARIAN CORRIDOR
PROPOSED DAM 3A
RELOCATED DAM 4A
PROPOSED NORTHWESTERN BUND
PYLON EXCLUSIONZONE
PYLON EXCLUSIONZONE
PROPOSED DAM 2A
EXISTING DAM 2
BLAXLAND CREEK
SITE BOUNDARY
SITE BOUNDARY
DAM 4 OUTLET TO DAM 3B
WESTERN BOUNDARY CLEAN WATER DRAIN
DAM 3B CLEAN WATER OVERFLOW
DAM 2A OUTLET TO DAM 2
DAM 3A OVERFLOW TO DAM 2A
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No8 December 2016 - 1144 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK026dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
SURFACE WATER
026
C
21-25736
PRELIMINARY
11000
DEC 2016
B REVISED AD 071216
C REVISED AD 081216
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN - LAND ENGINEERING amp MININGSURVEYORS DATED SEPTEMBER 2016
2 PROPOSED WORKS ARE SUBJECT TO CHANGE BASEDON DEVELOPMENT OF DETAILED DESIGN
DAM
CLEAN WATER DRAINAGE CHANNEL
SEDIMENT DRAINAGE CHANNEL
HEADWALL AND CULVERT
ACCESS ROAD
STORMWATER ARRANGEMENT OVER EXISTING SURVEY
STORMWATER ARRANGEMENT OVER PROPOSED SURFACE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
TRANSMISSION LINE EASEMENT
Page 97 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for instream works on waterfront land These guidelines relate to the design and construction of works within a watercourse or on waterfront land Instream works include modifications or enhancements to the watercourse channel realignment bed control structures pipe laying and cable trenching etc
Instream works are regulated by the controlled activity provisions of the Water Management Act 2000 (WM Act) The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means that a controlled activity approval must be obtained from the NSW Office of Water before commencing the controlled activity
What are the aims and objectives for instream works The design and construction of works or activities within a watercourse or adjoining waterfront land should protect and enhance water flow water quality stream ecology and existing riparian vegetation Impacts on the hydrologic hydraulic and geomorphic functions of a watercourse should also be minimised
Consultation with relevant government agencies at the concept stage of development and during the design phase is recommended so that good outcomes can be identified planned for and achieved
The design and construction footprint and the extent of disturbances within waterfront land should be minimised
Asset protection zones and all ancillary infrastructure such as utility easements detention basins and water quality control structures roads pathscycle ways should be located outside the riparian corridor or in accordance with the NSW Office of Water guidelines for riparian corridors which may allow some works to be located within the outer 50 per cent of the vegetated riparian zone
All waterfront land disturbed by the construction or installation of a controlled activity should be rehabilitated in such a way that the integrity of the watercourse and its riparian corridor is restored or rehabilitated
What should be considered The design and construction of instream works should consider but not be limited to the following
Identify the width of the riparian corridor in accordance with the NSW Office of Water guidelines for riparian corridors
Consider the full width of the riparian corridor and its functions in the design and construction of any instream works Where possible the design should accommodate fully structured native vegetation
Identify alternative options and detail the reasons for selecting the preferred options Minimise the design and construction footprint and proposed extent of disturbances to soil and
vegetation within watercourse or waterfront land Maintain or mimic existing or natural hydraulic hydrologic geomorphic and ecological functions of the
watercourse Demonstrate the instream works will not have a detrimental impact on these functions
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Maintain the natural geomorphic processes o Accommodate natural watercourse functions o Establish natural bed and bank profiles for example meanders chain of ponds surface water
pools and riffles and bed controls o Allow for the movement of sediment and woody debris o Prevent increased scour and erosion of the watercourse bed or banks in any storm events o Avoid locating works or structures on bends in the channel unless they are structures to restore
stability o Address existing bed degradation to protect structures and restore channel and bed stability
Maintain the natural hydrological regimes o Accommodate site hydrological conditions for example maintain low flows o Do not alter natural bank full or floodplain flows Modifications to watercourses should be based on
roughness coefficients that represent the lsquonaturalrsquo state including fully structured mature riparian vegetation
o Do not change the gradient of the bed except to address existing bed and bank degradation o Do not increase velocities by constricting flows
Protect against scour by designing and providing necessary scour protection for example rock rip-rap and vegetation
Stabilise and rehabilitate all disturbed areas including topsoiling revegetation mulching weed control and maintenance in order to adequately restore the integrity of the riparian corridor
Monitor and maintain all in-stream works until suitably stabilised
What information should be submitted for assessment When seeking approval to construct instream works the NSW Office of Water will rely on the above information to undertake its assessment and to determine if the activity should be approved All instream worksactivities should be designed and certified by suitably qualified persons
The following additional information will also be required
Detailed design drawings of proposed works (engineering certification may also be required) Detailed design drawings which include a surveyed plan cross sections (across the watercourse) and
a long section of the watercourse showing the proposed works relative to existing and proposed bed and bank profiles and water levels The cross section should extend to the landward limit of the identified riparian corridor All plans must include a scale bar
Detailed report of pre and post construction hydraulic conditions The report should address bank full discharge velocity tractive force or sheer stress afflux (Modified RTA method is acceptable) Froude and Manningrsquos lsquonrsquo roughness values relative to the proposed structure
Detailed plans of permanent bed and bank stabilisation works for scour protection Photographs of the site To assist with future monitoring and reporting all photo points should be
identified by GPS coordinates or by survey - particularly for large scale earthworks or extractive industries
A vegetation management plan prepared in accordance with NSW Office of Water guidelines for vegetation management plans
Sediment and erosion control plan A site management plan incorporating a works schedule sequence and duration of works
contingencies (in case of flood or similar) erosion and sediment controls and proposed monitoring and reporting periods
Costing of all works (materials labour) and stages of works (channel stabilisation rehabilitation) Copies of other relevant approvals for example land ownerrsquos consent or development consent
Page 99 of 136
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Bingo IndustriesNov 01 2017 1837
Controlled activities on waterfront land ndash Guidelines for instream works on waterfront land
3 NSW Office of Water July 2012
Will a maintenance period be necessary Applicants will also need to provide for a maintenance period of between three and five years after practical completion of each stage or until the site is stable The maintenance period will depend on the scope size and level of risk Engineering certification may be required at the end of the maintenance period
Maintenance includes sediment and erosion control the replacement of any works vegetation or areas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Maintenance should include sediment and erosion control replacement of any worksareas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Will a security deposit be required Applicants should note that if the likelihood of significant impact on the watercourse or waterfront land is identified security (as bank guarantees) may be required before the controlled activity is commenced The amount of security is usually based on the costings provided
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_b
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CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for outlet structures on waterfront land These guidelines relate to the design of stormwater outlets and spillways from infrastructure including roads buildings constructed basinswetlands swales or other drainage works into a watercourse or waterfront land
Outlet structures on waterfront land are a controlled activity under the Water Management Act 2000 (WM Act)The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means a controlled activity approval must be obtained from the NSW Office of Water before commencing the controlled activity
What are the aims and objectives for outlet structures The design and construction of stormwater outlets should aim to be natural yet provide a stable transition from a constructed drainage system to a natural flow regime as seen in Figure 1
Figure 1 Natural outlet structure
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The design and construction footprint and extent of disturbance within the riparian corridor should be minimised even allowing for the intended discharge function to be achieved Refer to the NSW Office of Water guidelines for riparian corridors
All ancillary drainage infrastructure such as oil or grease interceptors sediment and litter traps constructed wetland detention basins or any works requiring on-going access or maintenance should be located outside the riparian corridor or in accordance with the NSW Office of Water guidelines for riparian corridors
Water run-off from the site should be of appropriate quality and quantity before being discharged into a riparian corridor or watercourse
Appropriate rehabilitation of disturbed areas following the installation of outlet structures should adequately restore the integrity of the riparian corridor
What should be considered in the design and construction of outlet structures The design and construction of outlet structures should consider but not be limited to the following
Define the infrastructure route and identify the specific point of discharge Where possible select a route along an existing cleared or disturbed area that avoids trees preferably beyond their drip line
Choose a stable section of the stream for the discharge point preferably mid-way between bends Alternatively incorporate outlet discharge points into disturbederoded areas which are to be stabilised or rehabilitated
Minimise construction footprint and proposed extent of disturbance to soil and vegetation within the watercourse or waterfront land
Demonstrate that changes to the hydrology of the receiving watercourse have been assessed and there is no detrimental impact on discharge volumes and channel velocities Discharge velocities and flow rates should mimic natural flows and not initiate erosion
Discharge from an outlet should not cause bed or bank instability Protect the bed of the watercourse below the outlet if not bedrock or if bed scour is likely Consider
bank material and outlet jet effect and protect the opposite streambank if required Point outlet structure and direct discharge downstream The outlet should not protrude beyond the streambank but tie in with the adjoining bank alignment Calculate tractive stresses generated from outlet discharges and from bank full discharges to
determine appropriate rock size requirements for the structure Rock rip-rap is the preferred material to provide a natural outlet Rip-rap should extend for the full
extent of the design scour apron and adjoining flanksstreambank Rip-rap must be appropriately keyed in to withstand the velocities of runoff or discharge from the site and cut-off trenches should be provided where necessary
Rip-rap should consist of durable angular run-of-quarry rock placed over a bedding layer of angular cobbles over geotextile Where possible incorporate vegetation such as sedges and rushes into scour management as Figure 1 for further stability
Grade scour apron to bed level of the watercourse or just below any permanent water created by any stable feature such as a rock bar within the watercourse
Stabilise and rehabilitate all disturbed areas including topsoiling revegetation and regeneration mulching weed control and maintenance
What information should be submitted for assessment When seeking approval to outlet structures across a watercourse or waterfront land the NSW Office of Water will rely on the above information to undertake its assessment and to determine if the activity should be approved All works and activities within watercourses should be designed by suitably qualified persons
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Controlled activities on waterfront land ndash Guidelines for outlet structures on waterfront land
3 NSW Office of Water July 2012
The following additional information may also be required
Detailed design drawings which include a surveyed plan cross sections across the watercourse and a long section of the watercourse showing proposed works relative to existing and proposed bed and bank profiles and water levels The cross section is to extend to the landward limit of the identified riparian corridor All plans must include a scale bar
Detailed plans should include a location plan plan view elevation view and cross section of the proposed outlet structure
Detailed plans of any permanent bed and bank stabilisation works for scour protection Sediment and erosion control plan Detailed report of pre and post construction hydraulic hydrologic and geomorphic conditions Photographs of the site should be supplied To assist with future monitoring and reporting all photo
points should be identified by GPS coordinates or by survey particularly for large scale earthworks or extractive industries
A vegetation management plan prepared in accordance with the NSW Office of Water guidelines for vegetation management plans
A site management plan incorporating a works schedule sequence and duration of works contingencies such as in case of flooding erosion and sediment controls and proposed monitoring and reporting periods
Costing of all works including materials and labour and stages of works including outlet structure installation and rehabilitation
Copies of other relevant approvals for example development consent
Will a maintenance period be necessary Applicants may need to allow for a minimum maintenance period of two years after practical completion of each stage or until the site is stable The maintenance period will depend on the scope size and level of risk Engineering certification may be required at the end of the maintenance period Maintenance until stable includes sediment and erosion control the replacement of any works vegetation or areas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Will a security deposit be required Applicants should note that if the likelihood of significant impact on the watercourse or waterfront land is identified security (as bank guarantees) may be required before the controlled activity is commenced The amount of security is usually based on the costings provided
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_d
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CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for riparian corridors on waterfront land Controlled activities carried out in on or under waterfront land are regulated by the Water Management Act 2000 (WM Act) The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means that a controlled activity approval must be obtained from the Office of Water before commencing the controlled activity
What is a riparian corridor A riparian corridor (RC) forms a transition zone between the land also known as the terrestrial environment and the river or watercourse or aquatic environment Riparian corridors perform a range of important environmental functions such as
providing bed and bank stability and reducing bank and channel erosion protecting water quality by trapping sediment nutrients and other contaminants providing diversity of habitat for terrestrial riparian and aquatic plants (flora) and animals (fauna) providing connectivity between wildlife habitats conveying flood flows and controlling the direction of flood flows providing an interface or buffer between developments and waterways providing passive recreational uses
The protection restoration or rehabilitation of vegetated riparian corridors is important for maintaining or improving the shape stability (or geomorphic form) and ecological functions of a watercourse
Changes to controlled activities within riparian corridors On 1 July 2012 new rules commenced regarding controlled activities within riparian corridors The new rules amend the riparian corridor widths that apply to watercourses providing more flexibility in how riparian corridors can be used and making it easier for applicants to determine the Office of Water controlled activity approval requirements Key aspects of the changes include
Provision of greater flexibility in the allowable uses and works permitted within riparian corridors The core riparian zone and vegetated buffer have been combined into a single vegetated riparian
zone (VRZ) The width of the VRZ within the riparian corridor has been pre-determined and standardised for
first second third and fourth order and greater watercourses Where suitable applicants may undertake non-riparian corridor works or development within the
outer 50 per cent of a VRZ as long as they offset this activity by connecting an equivalent area to the RC within the development site
A new lsquoriparian corridors matrixrsquo enables applicants to determine what activities can be considered in riparian corridors
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These changes will simplify the controlled activities application and assessment process provide greater flexibility help make more land available for housing support floodplain stormwater and bush fire management and allow riparian corridors to be used for public amenity whilst continuing to deliver environmental outcomes required under the WM Act
The riparian corridor consists of
the channel which comprises the bed and banks of the watercourse (to the highest bank) and the vegetated riparian zone (VRZ) adjoining the channel
Figure 1 The riparian corridor
Riparian corridor widths The Officer of Water recommends a VRZ width based on watercourse order as classified under the Strahler System of ordering watercourses and using current 125 000 topographic maps (see Figure 2 and Table 1) The width of the VRZ should be measured from the top of the highest bank on both sides of the watercourse
Figure 2 The Strahler System Table 1 Recommended riparian corridor (RC) widths
Watercourse type VRZ width
(each side of watercourse)
Total RC width
1st order 10 metres 20 m + channel width
2nd order 20 metres 40 m + channel width
3rd order 30 metres 60 m + channel width
4th order and greater (includes estuaries wetlands and any parts of rivers influenced by tidal waters)
40 metres 80 m + channel width
Note where a watercourse does not exhibit the features of a defined channel with bed and banks the Office of Water may determine that the watercourse is not waterfront land for the purposes of the WM Act
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Objectives for riparian corridor management The overarching objective of the controlled activities provisions of the WM Act is to establish and preserve the integrity of riparian corridors
Ideally the environmental functions of riparian corridors should be maintained or rehabilitated by applying the following principles
Identify whether or not there is a watercourse present and determine its order in accordance with the Strahler System
If a watercourse is present define the RCVRZ on a map in accordance with Table 1 Seek to maintain or rehabilitate a RCVRZ with fully structured native vegetation in accordance
with Table 1 Seek to minimise disturbance and harm to the recommended RCVRZ Minimise the number of creek crossings and provide perimeter road separating development from
the RCVRZ Locate services and infrastructure outside of the RCVRZ Within the RCVRZ provide multiple
service easements andor utilise road crossings where possible Treat stormwater run-off before discharging into the RCVRZ
The Office of Water however does allow for a range of works and activities on waterfront land and in riparian corridors to better meet the needs of the community so long as they cause minimal harm as outlined in the riparian corridor matrix below
Riparian corridor matrix The riparian corridor matrix enables applicants to identify certain works and activities that can occur on waterfront land and in riparian corridors Applicants should note that the matrix relates to controlled activity approvals under the WM Act only They are still required to comply with other relevant government legislation such as threatened species flood planning levels and fisheries guidelines
Table 2 Riparian corridor matrix
Detention basins
Road crossings Stream order
Vegetated Riparian
Zone (VRZ)
RC off-setting for non
RC uses
Cyclewaysand paths
Only within 50 outer VRZ
Online
Stormwater outlet
structures and
essential services
Stream
realignment
Any Culvert Bridge
1st 10m
2nd 20m
3rd 30m
4th + 40m
Key Stream order The watercourse order as classified under the Strahler System based on 125000 150000 or 1100000 topographic maps whichever is the smallest scale available A full list is provided at Part 2 Schedule 2 of the Water Management (General) Regulation 2011 Vegetated riparian zone (VRZ) The required width of the VRZ measured from the top of the high bank on each side of the watercourse Riparian corridor (RC) off-setting for non RC uses Non-riparian uses such as Asset Protection Zones are allowed within the outer 50 per cent of the VRZ so long as offsets are provided in accordance with the averaging rule as seen in Figure 3
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Cycleways and paths Cycleways or paths no wider than four metres total disturbance footprint can be built in the outer 50 per cent of the VRZ Detention basins Detention basins can be built in the outer 50 per cent of the VRZ or online where indicated Refer to the Office of Waterrsquos Controlled activities Guidelines for outlet structures and Controlled activities Guidelines for instream works Online basins must be dry and vegetated be for temporary flood detention only with no permanent water holding have an equivalent VRZ for the corresponding watercourse order not be used for water quality treatment purposes Stormwater outlet structures and essential services Stormwater outlets or essential services are allowed in the RC Works for essential services on a fourth order or greater stream are to be undertaken by directional drilling or tied to existing crossings Refer to the Office of Waterrsquos Controlled activities Guidelines for laying pipes and cables in watercourses and Controlled activities Guidelines for outlet
structures
Stream realignment Indicates that a watercourse may be realigned Refer to the Office of Waterrsquos Controlled activities Guidelines for instream works
Road crossings Indicates permitted road crossing methods Refer to the Office of Waterrsquos Controlled activities Guidelines for watercourse crossings and NSW DPI policy and guidelines for fish friendly waterway crossings for Class 1 and 2 waterways
What is the averaging rule Non riparian corridor works and activities can be authorised within the outer riparian corridor so long as the average width of the vegetated riparian zone can be achieved over the length of the watercourse within the development site That is where appropriate 50 per cent of the outer vegetated riparian zone width may be used for non-riparian uses including asset protection zones recreational areas roads development lots and infrastructure However an equivalent area connected to the riparian corridor must be offset on the site (see Figure 3) and the inner 50 per cent of the vegetated riparian zone must be fully protected and vegetated with native endemic riparian plant species
Bridges cycleways paths stormwater oulets and other essential services do not need to be offset but must comply with the requirements set out in the riparian corridor matrix (Table 2) and other relevant Office of Water controlled activities guidelines Offline detention basins do not need to be offset so long as there is an equivalent VRZ for the corresponding watercourse and they are built in compliance with the Office of Waterrsquos Controlled activities Guidelines for watercourse crossings and Controlled activities Guidelines for in-stream works If a proposed basin will not have an equivalent VRZ for the corresponding watercourse it may still be built in the outer 50 per cent of the VRZ but must be offset
The averaging rule should generally be applied to cleared waterfront land Development proposals involving waterfront lands that contain existing native vegetation should seek to preserve that riparian vegetation in accordance with the minimum riparian corridor requirements outlined in Table 1 Figure 3 Averaging rule
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Controlled activities on waterfront land - Guidelines for riparian corridors on waterfront land
5 NSW Office of Water July 2012
Applications for controlled activity approvals Applications for controlled activities approvals should be informed by the riparian corridor matrix shown in Table 2 and prepared using the Application for a Controlled Activity Approval for works on waterfront land form and the Guideline for completing an application for a Controlled Activity Approval
Other controlled activity guidelines are available on the Office of Water website and outline relevant considerations for applicants when proposing activities and works on waterfront lands
Streamlined assessment Where applications are presented in accordance with the riparian corridor matrix (Table 2) and other Office of Water controlled activity guidelines they will be assessed under a streamlined process This may decrease the amount of time it takes the Office of Water to make a determination saving applicants time and money
Applications that do not conform to the matrix andor relevant Office of Water controlled activity guidelines will continue to be subject to merit assessment to ensure that the proposals meet the requirements of the WM Act All applications will still need to demonstrate that minimal harm will occur to waterfront land before a controlled activity approval will be issued
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_e
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 5
Report on EEC Impacts Project Approval Document Schedule 6 Condition 5 c
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of2010
Casuarina glauca
Acacia parramattensis
Eucalyptus amplithornlia
Eucalyptus moluccana
DELLARA PTY LTDProposed Orchard Hills Facility
Response to ltem 1(e)in Short Minutes of Order - 12 May 2011
in the Land and Environment CourtProceeding No 1 0928 of 201 0
INTRODUCTION
Point 1(e) in Short Minutes of Order nominates the following
Riparian Zone and EEC
(e) Provide information on the impacts of dust surface water and
groundwater upon the vegetation within the riparian zone and EECwithin the conservation zone both on and off the Project Site
Based on detail provided by NPWS 119971 the Blaxland Creek riparian zone within and
outside the Project Site comprises tree and shrub vegetation including
Mel aleuca line ar iithornliaBursaria spinosa and
Grevillea juniperina
plus a range offerns and other grass and herb groundcover species
The adjoining endangered ecological community west of the Project Site (on Commonwealth
land) |NPVS 1997] comprises tree and shrub vegetation including
Acacia decurrens Breynia oblongifolia
Eucalyptus moluccana Phyllanthus virgatus
Meleleuca lineariifolia Acacia elongata
Melaleuca stypheloides Acaciafalcata
Melaleuca nodososlash
Dodonaea viscosa subsp cunesta
Bossiaea prostrata and
Eremophila debilis
Astroloma humifusum Pultenqea microphylla
plus a range ofgrass and herb groundcover species
I have set out below the impacts that I consider will occur on the vegetation within both theBlaxland Creek riparian zone and the adjoining endangered ecological community
DUST IMPACTS
Dust which accumulates in high concentrations on plant leaves can have the effect ofinterfering with photosynthesis by reducing the amount of light reaching the photosynthetic
apparatus of the leaves and increasing leaf temperature In addition dust can have an impacton water vapour loss by preventing the leaf stomates from closing as they would normally do
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of2010
DELLARA PTY LTDProposed Orchard Hills Facility
Reference to PAE Holmes [2011] identifies that predicted total deposited dust levels in thevicinity of the subject vegetation communities would be in the order of 2 to 8gmm2 permonth (Scenario 1) and 2 to 4gmlm2 per month (Scenario 3) These levels include ihebackground deposited dust levels and the^predicted contribution from the facility It isnoteworthy that the higher level of Sgmlmlmonth would only be applicable at the closestpoint of the Blaxland Creek riparian vegetation and then it would only occur for the durationof activities represented by Scenario 1 ie only for a 6 month period during siteestablishment
Doley 12006] quotes Farmer [1993] as showing that direct physical impacts on vegetationbecame apparent at relatively high surface loads [eg gt Tgmlm] On the other handchemical effects of reactive materials such as cement dust may become evident at rate ofdeposition of 2gmlmz Dusts containing chemically reactive materials such as sulphates ornitrates can also have major impacts on vegetation tissue
Holmes [Henschke perscomm Muy 2011] also indicates that the dust likely to be generatedfrom activity at the site would be relatively inert mineral material rather than dust that has adeleterious impact on plant tissue by virtue of its chemical properties
The rate of dust deposition resulting from proposed activity ^at
the Orchard Hills site iscalculated by PAE Holmes [2011] to be of the order of 2-8 gmmper month
The potential rate of dust deposition calculated by PAE Holmes [2011] also assumes that thereceptive surface collects and retains all of the deposited dust and is based on collections in adust gauge from which no material can escape In practice this would not be the case sincedust is removed from leaf surfaces in the field by wind action the flexing of branches andby incident rainfall with the consequence that large proportions of any potential dust wouldnot accumulate on leaf surfaces at all or for any length of time
In this regard it is interesting to note the work of Keller and Lamprecht fcited by Doley20061in vegetation adjacent to a busy unsealed highway in the Alaskan tundra showed thatover 850o of deposited dust may be dislodged
Table 1 contains records from the Bureau of Meteorology site at Orchard Hills TreatmentWorks that show that rainfalls of gt1mm are received between 5 and 8 times each monthduring the year with a total ofjust over 76 days per year when such falls are recorded
Rainfalls of gtlmm would be sufficient to remove most of the dust from all but the mosthorizontally-orientated leaves As a consequence the levels of dust accumulation calculatedby PAE Holmes [2011] would be somewhat lessened in their magnitude generally speakingby the impacts of rain and wind on the vegetation surfaces Dust would accumulate to somedegree for a few days and then effectively be removed following wind or rain events
The amount of dust that is deposited on the leaves of growing plants is affected by theorientation of the leaves their age their surface roughness surface waxiness and wettability
For instance most eucalypt leaves are erect or pendulous in orientation rather than horizontalin presentation fGMCunningham pers obs Doley 2006] As such these leaf surfacesprovide a difficult medium for dust accumulation per se or for dust to create a debilitatingproblem
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of 2010
DELLARA PTY LTDProposed Orchard Hills Facility
Table IRainfafl Observations from Orchard Hills Treatment Works Iacute1970-20111
Month Mean Rainfallfmml
Mean Number ofRain Davs
January 1017 83
Februarv 1113 85
March 894 77
April 625 62
May 641 59
June 520 49
Julv 375 43
Auqust 398 38
September 365 51
October 563 69
November 758 78
December 723 72
Total 801 1 766Source Bureau of Meteorology website - 16 May 201 1
The other main native tree and shrub species within the Blaxlands Creek and adjoiningDefence lands at Orchard Hills are listed above These species also have generally verticalnear vertical or pendulous leaf orientations that serve to reduce dust accumulation and thusany impact on plant growth
In the light of the above considerations I conclude that there would not be any deleteriousimpacts on the vegetation of Blaxland Creek or the adjoining Defence lands from dustpotentially generated within the Project Site
SURFACE WATER IMPACTS
Reference to GSS EnvironmentaliBMTWBM (2010) and GHDGSS Environmental (2011)
identifies that no contaminated water would flow from the Project Site towards theendangered ecological community on the western side of the Project Site It is noted that thesite stormwater management system addresses sediment-laden runoff from disturbed areas
not in contact with emplaced waste and is specifically designed and maintained in separation
to the cell leachate management system Similarly the same report identifies that a range ofsuitably sized dams (in accordance with the Blue Book) would be constructed to containsurface water run off from the outer slopes of the northern and eastern faces Stormwaterrunoff inside the facility will be managed by a series of internal sediment dams within thecells (including treatment where required) which is preferentially used internally for aspects
such as dust suppression Vater surplus to usage requirements meeting required water qualitycriteria may be transferred to external sediment Dam 2 for monitored licenced discharge inaccordance with an EPL noting this is also downstream of the EEC Consequentlyconcentrations of suspended solids would be sufficiently low so as not to adversely affecteither water quality within Blaxland Creek or the adjoining riparian vegetation
In light of the proposed surface water management controls referred to above neither theendangered ecological community nor Blaxland Creek riparian vegetation will be adverselyaffected by the proposed project
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GEOFF CUNNINGHAM DELLARA PTY LTDResponse to Point 1(e) Proposed Orchard Hills FacilityLampE Court Proceeding No 10928 of2010
GROUNDWATER IMPACTS
Reference to Aquatena Consulting (2010) confirms that the installation of clay linedemplacement cells (with leachate management) and the inherently low permeability of thesurrounding claylshales that groundwater beyond the Project Site will not be adverselyaffected by the project Consequently the adjoining endangered ecological community andthe Blaxland Creek riparian vegetation will not be adversely impacted upon by the project
REFERENCES
Aquaterra Consulting Pty Ltd [20101 - Cell Design and Groundwater Assessmentprepared on behalf of Dellara Pty Ltd (Part2 of the Specialist Consultant Studies
Compendium)
Doley [20061 - Airborne Particulates and Vegetation Review of Physical Interactions CleanAir and Environmental Quality a0 p)36-42
Farmer AM [1993] - The Effects of Dusts on Vegetation - a Review EnvironmentalPollution 7963-75
GHDGSS Environmental (2011) - Report on Additional Information prepared for DellaraPty Ltd v Minister for Planning and Anor - 19 l|4ay 20Il
GSS Environmental BMT WBM [2010] - Surface Water Assessment prepared on behalfof Dellara Pty Ltd (Part 3 of the Specialist Consultant Studies Compendium)
Kellero J and Lamprecht R [1995] - Road Dust as an Indicator for Air PollutionTransport and Deposition An Application of SPOT imagery Remote Sensing of theEnvironmenI54 I-I2
NPWS l99ll Urban Bushland Biodiversity Survey of Vyestern Sydney FloraAppendices 3 NSW National Parks and Wildlife Service Hurstville
PAE Holmes [2011] - Supplementary Air Quality Assessment - Modified Preferred Project
- Orchard Hills Waste amp Resource Management Facility prepared for Dellara Pty Ltd - 18
May 2011
Geoff Cunningham B ScAgr fHons] FAIAST
Managing Director and Principal Ecologist and Soil Scientist
Geoff Cunningham Natural Resource Consultants Pty Ltd
19th May 2011
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 6
Reconciliation of the Requirements of Schedule 7 of the Project Approval
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Page1of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND
OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
A Minimum design requirements for CampI Waste stockpile buildingstormwaterleachate systems The CampI Waste Stockpile building must include the following measures unless otherwise approved by the EPA
a Stormwater management measures
i The design of the CampI storage facility stormwater conveyance system must be for the 20 year ARI stormwater event and discharge to stormwater management system (SMS)
ii The sediment dams storage for the SMS is are to be designed for a 90th percentile 5 day rainfall event to ensure that stormwater and leachate are not mixed The conveyance system is to be designed for the 20 year ARI stormwater event
b Leachate management measures
i Washdown water from within the CampI Waste Stockpile building is to be separated from stormwater and managed as leachate
ii The SMS and the LMS must be completely separate around the border of the CampI waste stockpile building
iii The concrete floor must be designed to support the mass of CampI waste and to shed washdown water to the LMS The concrete floor must have a slope to facilitate flows of washdown water into the leachate management system (LMS)
Items A a and b have been addressed in the design of the CampI Waste Stockpile Building shown in the Appendices of the LEMP specifically Drawing Vaughan Construction SK010D ndash Design and Operation of the CampI Warehouse showing Material and vehicle movements Items A a and b have been addressed in the design of the CampI Waste Stockpile Building shown in the Appendices of the LEMP specifically Drawing Vaughan Construction SK010D ndash Design and Operation of the CampI Warehouse showing Material and vehicle movements
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Page2of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
B Minimum design requirements for Gas collection systems
a The lateral collection pipes of the gas collection system are to be located not more than 50m apart
b Chimney drains are to be no more than 200 metres apart and must comprise non calcareous granular material with a permeability greater than 1x10-3 msec
c Chimney drains will be installed on the side liner to facilitate gas venting and prevent perching of leachate
d The landfill gas management system should be designed in accordance with the Handbook for the design construction operation monitoring and maintenance of a passive landfill gas drainage and biofiltration system UNSW and GHD NSW DECCW March 2010 unless otherwise approved by the EPA
SeeAuditTask18ndashLandfillEnvironmentalManagementPlanspecificallysection410andAuditTask7ndashAirQualityandGreenhouseGasManagementPlanSeeSection25oftheLandfillEnvironmentalManagementPlan(LEMP)
C Minimum design requirements for Cell liners
a The clay basal liner within each cell must
i Extend up the side of the quarry wall for at least 2m to provide for capture of leachate and prevent leakage at the join of the HDPE side liner and the clay base liner
ii Achieve an infiltration rate equivalent to or less than 90cm of compacted clay with a maximum permeability of 1 x 10-9 msec
iii The extension of the clay liner up the side of the quarry wall
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
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Page3of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
shall be of equivalent thickness (when measured perpendicular to the liner surface) and permeability as the basal liner
iv Refer to additional conditions regarding cell 2 below
b A groundwater depressurisation system (as described in Appendices of the (Revised) Overview Report for the Further Modified Project Report (Ex Z in Appeal No 10928 of 2010) accompanying the Further Modified Preferred Project Report (Ex Z in Appeal No 10928 of 2010) must be installed between the landfill cell liner and the natural geology where the cells are below the ground level The design for the groundwater depressurisation system must be included in the design for the landfill cells and accompany the application for the EPL
c The HDPE side liner must
i Overlap with the basal clay liner (which must extend up the side wall for at least 2m)
ii Be placed against an appropriate geotextile cushion material against the side of the quarry wall
iii If in the opinion of a certified CQA assessor the HDPE will be damaged by the roughness of the inside wall surface then a composite clay-HDPE liner system must be placed against the entire quarry wall unless otherwise approved by the EPA
iv Have a minimum thickness of 15mm and conform to the relevant Australian Standards
d Geotextile must be placed on either side of the HDPE side liner
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
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Page4of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
e All cell construction works are to be assessed by the CQA assessor and certified as suitable before emplacement of waste begins
f All cells and sub cells must include an active leachate extraction or drainage system as per Section 284 of the FMPPR
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
D Minimum design requirements for Capping
a The capping design must be the modified cap design incorporating a geomembrane liner and drainage layer (as specified in Table 24 of the FMPPR) (note that the drainage layer is not optional)
b The drainage layer permeability must be greater than 1x10-3 msec The aggregate used in the drainage layer must not include crushed concrete
c The sealing clay layer must be a minimum of 600mm thick and have a permeability of not greater than 10 -8 msec
d The subsoil layer must be a minimum thickness of 750mm
e The bund walls on the north eastern and eastern boundaries of the site must be conditioned as part of the site development works and before any waste is placed on the site
f All barrier and drainage layers including geomembrane must be the
Seesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeplansinAppendicestoBundwallLandscapingandVMPandRehabilitationPlan
1 SiteEstablishmentndashRehabilitationandLandscapingPlanDrawingNoPL201709Adated10January2017
2 LandformandRehabilitationLandscapingPlanDrawingNoPL201710Adated10January2017
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Page5of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
subject of approval by the EPA
E Minimum design requirements for Cell 2 An additional groundwater depressurisation layer behind the HDPE side liner of Cell 2 must be installed if required to relieve groundwater pressure caused by the increase in depth
ThisrequirementisnotrelevantuntilplansforStage2(Cell2)aresubmittedfollowingthecompletionofStage1(Cell1)
F Landfill operational requirements
1 In addition to the leachate management system specifications indicated above the landfill operation must comply with the following requirements to ensure that leachate is minimised and that leachate is separated from stormwater throughout the operation of the Project unless otherwise approved by the EPA
a The active landfilling face must not exceed 420 m2 in plan area at any time
b The daily cover must be placed on the active landfill area to a minimum thickness of 150mm The area of landfilled waste with daily cover should not exceed 1ha
c The active cell must be covered with intermediate cover of clay rich soil to a minimum thickness of 300mm should it not be landfilled within 90 days of placement of daily cover
d The combined area of daily cover and intermediate cover should not exceed 3 ha at any one time excluding temporary batter slopes and any sub-cell that is undergoing final capping and revegetation unless otherwise approved by the EPA
SeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)
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Page6of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
e Batter slopes must be covered with intermediate cover where exposed for more than 90 days The final capping and revegetation works of any subcell should be completed within 3 months of all of the landfilled waste in that subcell reaching the approved final landform unless otherwise approved by the EPA
f The cell must be progressively capped with the final capping profile as per condition D(a-f) of Schedule 7
g The active landfilling faces must be bunded to prevent run-off and run-on of stormwaterleachate from the exposed waste
h Collect and extract stormwater runoff from daily and intermediate covered areas and discharge this water as stormwater subject to testing and compliance with the specifications in the EPL
i All leachate drainage and capping drainage material must achieve a permeability of greater than 1x10-3 msec and comprise non calcareous granular material
j The leachate head is to be monitored as part of the monitoring program
k The leachate head on the liner system should not exceed 300mm above the cell floor throughout the operation of the facility unless leachate is required to be stored in the landfill under extreme wet weather conditions
SeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)andSeeplansinAppendicestoBundwallLandscapingandVMPandRehabilitationPlan
SiteEstablishmentndashRehabilitationandLandscapingPlanDrawingNoPL201709Adated10January2017andLandformandRehabilitationLandscapingPlanDrawingNoPL201710Adated10January2017
SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)
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Page7of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
l If the leachate head exceeds 300mm additional leachate extraction measures are to be implemented immediately to reduce the leachate head to acceptable level
m The Leachate Management Plan must include contingency measures in the event of failure or severe storm event or excess leachate volumes greater than the modelled predictions or fugitive leachate emission
n During site establishment the material within the dam in the Cell 1 area is to be treated as follows
i Water is to be tested prior to pumping and appropriately disposed of
ii Sediment is to be tested classified and appropriately disposed of
iii Testing procedures are to be carried out in accordance with EPA procedures and for EPA analyte list
Seesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeeAuditTask20ndashStormwaterDewateringManagementPlanapprovedbytheEPA7March2017
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Page8of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
G Waste inspection procedures 1 Detailed waste screening procedures for all waste received at the site and all waste extracted from bund walls are to be prepared and implemented to ensure that all waste meets the classification of general solid (non-putrescible) or special waste for asbestos recovered from the on-site bunds The procedures must include
a Visual inspection of all received waste
b All staff members that monitor the site entrance shall be trained in the identification and classification of solid waste Vehicles with unacceptable loads of waste will be refused entry to the site
c Require documentation for all soils received from the site to confirm their origin
d Random sampling and testing of soils to confirm that they meet the classification of general solid (non-putrescible) waste
e Prominent signage at the entrance to the landfill defining acceptable wastes and directing users to contact the gateperson for information regarding disposal of other wastes
f Random daily inspection of vehicles entering the landfill All vehicles suspected of containing unacceptable waste will be refused permission to deposit waste until the waste is verified as being acceptable Staff shall require and collect appropriate evidence from the driver of the vehicle eg test certificate approvals etc as appropriate as verification that the waste is acceptable
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
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Page9of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
g Directing vehicles with unacceptable wastes to an appropriate disposal facility
h Random monitoring and inspection of wastes as they are discharged from vehicles at the waste disposal areas by site personnel All waste suspected of being unacceptable will be segregated and checked as to its acceptability eg by detailed inspection andor testing as deemed appropriate by site staff
i Monitoring of the deposited waste during spreading compaction and covering at the landfill or stockpiling at the site All waste suspected of being unacceptable will be segregated and checked to determine its acceptability eg by detailed inspection andor testing as deemed appropriate by site staff and
j Recording of all incidences of identification of unacceptable wastes in the sitersquos daily log The record will include
i Details of the waste eg type
ii Source of the waste eg vehicle identification driver identification and generator of the waste
iii Recommended waste management facility(s)
iv Result(s) of contacting the waste management facility and
v Date contacting the EPA
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
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Page10of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
k In the event that unacceptable waste is identified in an incoming vehicle the vehicle will be refused entry re-directed and details of the incident recorded as described above Site personnel will advise the driver of the vehicle of appropriate waste management facilities or to contact the EPA for advice on appropriate management of the unacceptable waste
l In the event that unacceptable waste is identified during deposition by a vehicle staff will immediately segregate and contain the waste away from the active landfilling area or recycling amp re-processing area Site personnel will record the details of the waste such as type the source and the vehicle and driver identification Site personnel will advise the driver of the vehicle that the waste is not acceptable and may load the waste back onto the vehicle where practical and safe to do so The vehicle will then be escorted from the landfill by Site personnel Site personnel will advise the driver of the vehicle to contact the EPA for advice on the appropriate management of the unacceptable waste
m In the event that unacceptable waste is identified during the spreading and compaction of deposited waste or stockpiling at the site site personnel will segregate and contain the waste away from the active waste disposal or recycling amp re-processing areas Site personnel will make all practical efforts to identify the source of the waste including
i Inspecting the waste for possible identification labels on containers and
ii Identifying the type of waste and consequently the possible
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
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Page11of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
sources
n Site personnel will contact the EPA to confirm appropriate management options and will document the final disposition of the unacceptable waste in accordance with the EPAs requirements
o In the case of asbestos and other waste contained in the bund walls a screening procedure must be developed based on information contained in the Preliminary In-Situ Waste Classification dated September 2009 to identify the procedures for ensuring all extracted waste from the bunds is appropriately classified and managed This procedure should be implemented before waste activities commence at the site
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
H Surface water and groundwater management
1 A minimum total of seven groundwater observation bores will be drilled around the perimeter of the facility as part of the site establishment works Bore construction will be in accordance with EPA requirements and sampling will be carried out in accordance with monitoring plan in the LEMP and in accordance with the EPL
2 Prior to commencement of waste emplacement the groundwater will be sampled and monitored for an EPA approved analyte list using the bores to establish background conditions in surface water and groundwater
3 Groundwater will be sampled and monitored throughout the operation of the facility and post closure for as long as deemed necessary by the EPA and at intervals specified by the EPA
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwells
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Page12of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
4 Stormwater runoff from intermediate cover areas (minimum 300mm thick) and bunded areas of the cell floor will be isolated from contact with the waste and will be collected and pumped from the landfill area and treated as stormwater in the stormwater management system
5 Surface water runoff and leachate must be kept separate at all times To ensure this occurs the applicant is to ensure the control and mitigation measures referred to in the surface water report of GSS are to be incorporated into the design and implemented during each stagephasecell of the development including but not limited to
a Construct sedimentation dams for sediment-laden runoff
b The surface water management system is to include measures to treat run off to where required to reach acceptable discharge under the EPL according to guidelines from Managing Urban Stormwater - Soils and Construction Manual (DECC 2004) and EPA requirements
c Re-use water from sedimentation dams for dust suppression and revegetation
d Water discharged from site via a licensed discharge point where its quality is monitored
e Temporary erosion and sediment control measures to be installed during construction
f Clean runoff is must be directed away from disturbed areas
AuditTask8ndashSoilWaterandLeachateManagementPlan
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Page13of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
g Maintenance of sediment control structures
h Contingency procedures for breaches and cross-contamination between stormwater and leachate
6 Only stormwater is to be reused onsite for dust suppression and revegetation with excess stormwater managed and treated where required for monitored licensed discharge
7 The Stormwater Soil Water and Leachate Management Plan must identify the location of licensed discharge points for stormwater and monitoring parameters and frequency of monitoring
8 The stormwater system must be designed in accordance with the Managing Urban Stormwater ndash Soils and Construction Manual (the ldquoBlue Bookrdquo) ndash DECC 2004
9 Monitoring requirements for surface water and groundwater (parameters and frequency) must be included in the Plan
AuditTask8ndashSoilWaterandLeachateManagementPlan
I Monitoring
1 All groundwater piezometers must be installed around the site as per Annexure 5 in Appendix 1 contained the Cell Design and Groundwater Assessment (Aquaterra 2010) These piezometers must be installed and appropriately sampled during site establishment and before any waste is received at the site to determine background groundwater characteristics (groundwater quality and groundwater flow conditions)
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwells
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Page14of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
2 The piezometers must be sampled during the detailed engineering design and site establishment phases to identify and confirm background groundwater characteristics and clarify the connectivity between groundwater and the creek
3 The operator must engage an independent party (or parties) to monitor the following during the life of the project in accordance with the LEMP and the EPL
a Groundwater levels and quality
b Leachate levels in cells and quality
c Leachate levels in dams and quality
d Surface water quality at offsite discharge point
e Cover and capping operations on waste cells
f Background groundwater characteristics and
g Clarify the connectivity between the groundwater and Blaxland Creek
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwellsInadditionseeAuditTask18‐LEMPsection493
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Page15of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
4 Leachate modelling must be validated through independent assessment and monitoring of leachate flows levels and volumes in leachate storage ponds
5 If validation assessment of the leachate model indicates excess leachate storage is required then potential contingency arrangements must be developed and implemented to the satisfaction of the EPA If directed by the EPA further waste receipt must be suspended until the EPA is satisfied with the arrangements
6 Results of leachate validation assessment compared to the model provisions must be provided to the EPA upon request
GroundwaterMonitoringPlanisincludedinAuditTask8ndashSoilWaterandLeachateManagementPlan
J Construction Quality Assurance Plan
1 A Construction Quality Assurance Plan (CQA) must be prepared and implemented for the entire site including development works cell construction stormwater and leachate management measures capping and post closure rehabilitation
2 The CQA plan must include provisions for the following in accordance with the POEO Act
a Sources of construction material
b Testing of construction materials
c Inspection and testing procedures for constructed cell liners (basal and side)
SeeAuditTask22ndashConstructionAssuranceQualityPlan
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Page16of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
d Construction methodology for compacting clays including number of lifts and moisture conditioning for each cell
e Inspection and testing procedures for HDPE and geomembrane liners
f Rectification of non conforming components
g Certification sign off by suitably qualified assessor on the completion of each of the specified works
h An independent certification report must be prepared to confirm that each of the specified works were completed as required and in accordance with the CQA plan and any EPL conditions This report is to be submitted to the EPA at the completion of each of the specified works
i The CQA plan must be included in the LEMP
j Contingency measures in the event of failure or sever storm event or fugitive leachate emission and
k Leachate modelling for the Project must be provided to confirm the efficacyadequacy of the proposed final leachate management and surface water management design and incorporated into the SWLMP
SeeAuditTask22ndashConstructionAssuranceQualityPlan
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Page17of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
K Minimum Design Requirements for Rehabilitation and Post Closure Management
1 The cap design must include a drainage layer
2 Appropriate vegetation must be properly established on site and cap
3 Erosion must be controlled and managed
4 Surface water runoff must meet discharge water quality requirements as specified in the surface water assessment dated February 2010 prepared by GSS Environmental and the EPL
5 Surface water and testing must be incorporated into the monitoring plan of management
6 The final landform height and profile is not to exceed the height and shape specified in Figure 220 of the FMPPR
SeeAuditTasks12and15ndashBundwallLandscapingandVegetationManagementPlanandRehabilitationPlanThisPlanacknowledgesthecappinglayerspecifiedintheFMPPRHoweverStage1ofoperations(uptothecompletionoftheexcavationofcell1isnotlikelytoinvolvetheconstructionoffinalcappingInterimfinalcappingwillbeusedalongwithstaticloadingwithmaterialstockpilestominimizethepotentialforsettlementSeeAuditTask8ndashSoilWaterandLeachateManagementPlanandAuditTask18LEMPAuditTask8ndashSoilWaterandLeachateManagementPlanandAuditTask18LEMPDetailshavebeenincorporatedinAuditTask1ndashDetailedEngineeringPlans
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Page18of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
7 In order to ensure there is no need to increase the height of the landform any settlement areas that may result in ponding of surface water will need to be backfilled and this process will continue until the EPA determines that the facility is stable and does not represent a risk to human health or the environment The following actions must be undertaken
a Regular maintenance of slopes through backfilling and revegetation of settled areas to prevent ponding of water and facilitate runoff and
b All backfilling activities are to be undertaken with subsoil of the same composition as proposed subsoil (on site clays) referred to the in the cap profile
8 Regular inspection and reporting by an independent suitably qualified assessor on an annual basis to assess the integrity of the cap the grade and the existence of differential settlement areas where ponding could occur
9 All reports identified above are to be provided to the EPA and relevant certifying bodies within four weeks of the inspection date Reports are also to be made publicly
10 Monitoring is to continue until the EPA determines the facility is stable and no longer represents a risk to human health or the environment
SeeAuditTasks12and15ndashBundwallLandscapingandVegetationManagementPlanandRehabilitationPlanThisPlanacknowledgesthecappinglayerspecifiedintheFMPPRHoweverStage1ofoperations(uptothecompletionoftheexcavationofcell1isnotlikelytoinvolvetheconstructionoffinalcappingInterimfinalcappingwillbeusedalongwithstaticloadingwithmaterialstockpilestominimizethepotentialforsettlement
Page 132 of 136
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 7
Response from Agencies
Page 133 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
From Irene ZingerTo davidwhitepatonslanecomauCc John GaleaSubject OUT1710124-DPI Water response - PLRRC Bund Wall Landscaping and Vegetation Management Plan and
RehabilitationDate Monday 6 March 2017 90041 PMAttachments OUT17_10124 DPI Water response - PLRRC Bund Wall Landscaping and Vegetation Management Plan and
Rehabilitationpdf
Hi David
Please fiend enclosed DPI Waters comments
For further information please contact John Galea Water Regulation Officer ParramattaOfficer telephone 8838 7520 or email johngaleadpinswgovau
Best regardsIrene
Irene Zinger | ARegional Manager - MetroWater Regulation OperationsNSW Department of Primary Industries - WaterLevel 11 10 Valentine Avenue | Parramatta NSW 2150PO Box 3720 | Parramatta NSW 2124T 02 9842 8513 M 0419 406416 F 02 9895 7501E irenezingerdpinswgovauW wwwdpinswgovau wwwindustrynswgovau
This message is intended for the addressee named and may contain confidential information If you are not the intended recipientplease delete it and notify the sender Views expressed in this message are those of the individual sender and are not necessarilythe views of their organisation
Page 134 of 136
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Bingo IndustriesNov 01 2017 1837
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 3 Patons Lane Resource Recovery Centre Orchard Hills
361 Management of Causes of Weed Invasionhelliphelliphelliphelliphelliphelliphelliphelliphelliphellip35 362 Management of Weed Removal and Encouragement of Natural Regenerationhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip35 37 Site Establishment ndash Rehabilitation and Landscapinghelliphelliphelliphelliphelliphelliphelliphelliphellip36 38 Stage 1 Landform Rehabilitation and Landscaping Planhelliphelliphelliphelliphelliphelliphelliphellip47 381 Hydromulching Techniqueshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip48 39 Dust management Strategieshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip49 40 Maintenance Monitoring and Key Performance Indicatorshelliphelliphelliphelliphelliphelliphelliphelliphellip50 50 Restoration Works Programhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip52 60 Restoration Works Budgethelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip53 70 Plan Review and Modification Procedureshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip57 80 Summary and Conclusionhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip57 List of Tables Table 1A Project Approval and Consent Conditions BWLampVMPhelliphelliphelliphelliphelliphelliphelliphelliphellip17 Table 1B Project Approval and Consent Conditions Rehabilitation Planhelliphelliphelliphelliphelliphellip23 Table 2 Causes of weed invasionhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip29 Table 3 Weeds on site at time of inspectionhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip30 Table 4 Addressing causes of weed invasionhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip35 Table 5 Revegetation Species Listhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip46 Table 6 Hydromulching Seed Mix Listhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip48 Table 7 Key Performance Indicatorshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip52 Table 8 Restoration Works Programhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip52 Table 9 Restoration Works Budgethelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip54 List of Figures Figure 1 Management Plan Frameworkhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip7 Figure 2 Management Plan Approval Processhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip7 Figure 3 Site Establishmenthelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip12 Figure 4 Recycling and Reprocessing Areahelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip14 Figure 5 Cell 1 General Layouthelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip16 Figure 6 Indicative Emplacement and Cell Rehabilitation Staging helliphelliphelliphelliphelliphelliphelliphelliphellip38 Figure 7 Stage 0 Operations from the FMPPRhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip39 Figure 8 Northern Face Typical Sectionshelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip40 Figure 9 Indicative Deconstruction of the Eastern Facehelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip40 Figure 10 Rehabilitation Status Following Site Establishmenthelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip42 Figure 11 Final Landform and Landscaping helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip43 Figure 12 Schematic Landscape Plan Appendix 3 MPPRhelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip44 Figure 13 Native Plant Revegetation Planting Matrix helliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphelliphellip45
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Bingo IndustriesNov 01 2017 1837
Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 4 Patons Lane Resource Recovery Centre Orchard Hills
Appendices Page
1 Site Establishment ndash Rehabilitation and Landscaping Plan 58 Drawing No PL201709A dated 10 January 2017
2 Landform and RehabilitationLandscaping Plan 61 Drawing No PL 201710A dated 10 January 2017
Attachments
1 Approval from DPampE to Stage Plan 62
2 Approval from DPampE for Huon Designs to undertake Plan 66
3 GHD Plans and Cross sections for Bund Reshaping 81 and Related Works
4 Survey of Riparian Zone and DPI Water policies and guidelines 96
5 Report on EEC Impacts Project Approval 109 Document Schedule 6 Condition 5 c
6 Reconciliation of the Requirements of Schedule 7 of 114 the Project Approval
7 Response from Agency Consultation 113
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 5 Patons Lane Resource Recovery Centre Orchard Hills
10 INTRODUCTION AND EXECUTIVE SUMMARY Rodney Cox of Huon Designs has been engaged by SRC Properties Pty Ltd (SRC) to provide a Bund Wall Landscaping and Vegetation Management Plan (BWLampVMP) and a Rehabilitation Plan for the proposed Resource Recovery Centre at Patons Lane Orchard Hills 11 Purpose of Plans The specific purpose of the attached plans and report is to address and fulfill the Project Approval Consent Conditions of MP09 0074 as outlined in Tables 1A and 1B below which also identify where each of the consent conditions is addressed in this Plan The two plans have been combined for ease of reference given the overlap of issues and documents relating to the two respective plans The BWLampVMP and Rehabilitation Plan (the ldquoPlanrdquo) comprises three documents including this report Site Establishment ndash Rehabilitation and Landscaping Plan Drawing No PL201709A dated 10 January 2017 and Landform and RehabilitationLandscaping Plan Drawing No PL 201710A dated 10 January 2017 (Appendices 1 amp 2 respectively) These plans and report acknowledge incorporate and further develop the following relevant approved plans and reports in the project approval Further Modified Preferred Project Report (FMPPR) Schematic Landscape Plans and Schedules as prepared by Richard Lamb and
Associates Flora Assessment dated September 2009 prepared by Geoff Cunningham and
Response to Point 1(e) Short Minutes of Order 12 May 2011 Fauna Assessment dated September 2009 prepared by Aquila Ecological Surveys
12 Overview
Located in Orchard Hills NSW Patons Lane Resource Recovery Centre (lsquothe sitersquo) is a
resource management facility within the former Erskine Park Quarry owned by SRC
Properties Pty Ltd (the PrincipalProponent) approved for the landfilling of commercial
and industrial (CampI) and construction and demolition (CampD) waste types (which are
classified as general solid (non-putrescible) waste) Project Approval MP09_0074 was
granted in August 2012
The objectives of the Orchard Hills Waste and Resource Management Facility are to provide
a facility to assist the NSW Government to meet the recycling targets for CampI and CampD
waste to recover a high proportion of clayshale resources for the brick and construction
industry to receive and emplace wastes and residuals from the on-site recycling and to
progressively rehabilitate a disused quarry to re-instate the agriculturally productive land
consistent with the surrounding lands
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 6 Patons Lane Resource Recovery Centre Orchard Hills
13 Management Plan Framework
The Project Approval requires that this Plan and other plans of management be approved by
the Department of Planning and Environment (DPampE) prior to the commencement of the Site
Establishment works and activities (ie construction works) Additionally verification of
these Plans and other documentation is required via the Pre-Site Establishment Audit process
prior to the commencement of any Site Establishment works These Plans have been
developed to acquit these requirements and once approved by DPampE are required to be
attached to the Landfill Environmental Management Plan (LEMP) which will provide the
overarching environmental management framework for the project Once completed and
verified by the Pre-Site Establishment Audit the Proponent can proceed to commence the Site
Establishment works These requirements are set out schematically in Figures 1 and 2
Additional Plans are required to be approved and verified via a separate Pre-Operational
Compliance Audit which must be completed prior to the commencement of operations (ie
the receipt of any waste materials)
Given the long term nature of the project (25 years) approval was obtained from DPampE
pursuant to Condition 32 of Schedule 3 of the Project Approval to submit all but two Plans in
stages with Stage 1 defined as being works and activities up to the completion of the
extraction of Cell 1 which is estimated to take 5 ndash 7 years These Stage 1 Plans will need to
be updated prior to undertaking subsequent Stages 2 and 3
The other two plans required to be submitted prior to the commencement of Site
Establishment works have been prepared to cover Site Establishment works including the
construction of the Recycling and Re-processing Area which are expected to take 18 months
to complete The scope of the Site Establishment works Construction of the RRA and Stage
1 works and activities are set out in further detail below
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 7 Patons Lane Resource Recovery Centre Orchard Hills
Figure 2
Additional Plans required to be incorporated in the LEMP
ConstructionTrafficManagementPlanandBridgeInvestigation
SiteEstablishmentNoiseManagementPlan(SENMP)
Landfill Environmental Management Plan
Plans to be incorporated in the LEMP QuarryOperationManagementPlan DetailedEngineeringPlans AsbestosandContaminationManagementPlan AirQualityandGreenhouseGasManagementPlan SoilWaterandLeachateManagementPlan FireandEmergencyManagementPlan RehabilitationPlan LandfillEnvironmentalManagementPlan
ConstructionQualityAssurancePlan BundWallLandscapingandVegetationManagement
PlanandRehabilationPlan
Plans Covering Stage 1 of the Project ndash (construction works and operation for 5-7
years)
Plans Covering Site Establishment works and construction of the RRA (ie construction works only ndash no operations ndash first 18 months of the
j )
Management Plan Approval Process
Proponent Consultation with Agencies in development of Plans
Submission of Plans to DPampE
DPampE Approval of Plan
Inclusion of Plans in Audit Documentation Pre-Site Establishment Audit Completed
Lodgement of Audit with DPampE Site Establishment works can commence
Figure 1
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 8 Patons Lane Resource Recovery Centre Orchard Hills
14 Statement of Aims and Objectives
The aim of the Plan is to provide the technical detail required for SRC Properties Pty Ltd to protect conserve and enhance the native plant communities in the area The life of the project is estimated at 25 years and at the end of its operation and restoration it will be returned to pasture land and native bushland as intended in the FMPPR In keeping with the intent of the FMPPR the aim is to restore and maintain any disturbed areas This will minimize the impact of the proposed development on the sitersquos surrounding natural ecosystem and the adjacent land uses The aim of the plan is to ensure the development has positive impacts on the visual amenity of the area and the health of the vegetation communities within the area now and into the future The objectives of this plan are to identify the abiotic and biotic factors relating to the site in order to discuss the management strategies required to satisfy the Project Approval Consent Conditions satisfy the aims identified above with reference to managing existing and new native
vegetation areas weed and erosion threats final land use and visual aesthetic amenity provide a framework to implement maintain and monitor the rehabilitation of the site
There are two key vegetation communities associated with this site They are the Cumberland Plain Woodland (CPW) and the River Flat Eucalyptus Forest (RFEF) The Cumberland Plain Woodland is primarily located in Commonwealth Defence Department land to the west south west and south of the site It is an Endangered Ecological Community (EEC) and remnant species still exist on site They occur where the land has been undisturbed by previous quarry operations along the property boundaries and in the vicinity of Blaxland Creek The River Flat Eucalyptus Forest is also an Endangered Ecological Community and occurs in the northwest corner of the site It is the vegetation community associated with the riparian zone of Blaxland Creek
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 9 Patons Lane Resource Recovery Centre Orchard Hills
15 Scope of Site Works and Activities Included in Stage 1
The Department of Planning and Environment approved the lodgement of all but two
management plans on a staged basis Stage 1 is defined as being up to the completion of
excavation of Cell 1 which includes all Site Establishment works and Cells 1A 1B and 1C
Management plans will be updated in future prior to additional works being commenced
(such as Cells 2 and 3) which constitute stages 2 and 3
Stage 1 works and activities are made up of the following components
Site Establishment works and activities
Construction of the Recycling and Reprocessing Area (RRA)
Operation of the Landfill and the RRA and cell construction up to the completion of
the excavation of Cell 1 (made up of Cells 1A 1B and 1C)
Stage 1 is expected to take 5-7 years to complete It is confirmed that Plans for Stage 1 have
been prepared based on the impacts of the above activities being carried out on a full
operational level ie up to the maximum permitted tonnages and vehicle movements as
permitted by the Project Approval which are summarised below
Hours of Construction Monday to Friday 7am to 6pm and Saturday 8am to 2pm General Operating Parameters
Total input up to 450000 tonnes per annum (tpa)
Waste recycled up to 350000 tpa
Waste landfilled up to 205000 tpa
Heavy Vehicles up to 250 heavy vehicle movements per day
Maximum resource export rate 160000 tpa
Maximum stockpile height RL 54 m AHD
Construction 10 ndash 15 people
Operation 20 people full time plus up to 10 part-time contractors
Hours of Operation
MondaytoFriday7amto6pmand
Saturday8amto2pm
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 10 Patons Lane Resource Recovery Centre Orchard Hills
16 Scope of Site Works and Activities Included in Site Establishment and Construction of the Recycling and Reprocessing Area
These construction activities are expected to 18 months to complete and will be carried out
within the following parameters
Hours of Construction
Monday to Friday 7am to 6pm and Saturday 8am to 2pm
Personnel
Construction 10 ndash 15 people
17 Scope of Site Works and Activities Included in Site Establishment
The site establishment works and activities are as follows
Constructionshaping of the northern face and much of the eastern face to their
final rehabilitated landform and landscaping of those faces
Construction of the northern face will be achieved through the following
Reshaping the existing northeastern and northwestern bund walls by reducing
its height in some areas raising its height in other areas to create an even
northern face with a maximum elevation of 53 m AHD and a more gentle
northerly slope than currently exists The new northern face and acoustic mound
will provide acoustic protection for the earthmoving and landfilling
equipmentvehicles operating within Cells 1 and 2 The acoustic mound will be
removed at the conclusion of capping in Cell 2 when it is no longer needed for
acoustic protection
Areas to the north of the acoustic mound will be regraded to their final
rehabilitated landform with slopes of approximately 5 Final landscaping of
these areas will occur during site establishment
Partial rehabilitation of the existing southern and southwestern bund walls through the
reduction in the elevation to an approximate elevation of between 57 m AHD and 58
m AHD such that they will not be visible from any residence within The Vines
Estate Once re-shaped the surface and adjoining batter slopes will be revegetated
Upgrading and sealing of Patons Lane and upgrading the entrance to the site
(from Patons Lane) together with the refurbishment of the existing dual
weighbridge and associated office
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 11 Patons Lane Resource Recovery Centre Orchard Hills
Site preparatory works within the recycling and re-processing area to create the required landform and
create a suitable pad for the materials recycling facility warehouse and mobile recycling equipment
Construction and commissioning of the on-site wheel wash facility
Upgrading and sealing the internal road network beyond the proposed wheel wash facility to the
exit point from the recycling and re-processing area
Building and construction works and infrastructure works as shown in Figure 3 below
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 12 Patons Lane Resource Recovery Centre Orchard Hills
Figure 3 ndash Site Establishment
Source ndash Figure 26 Further Modified Project Report
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 13 Patons Lane Resource Recovery Centre Orchard Hills
These works and activities will be undertaken generally in the order set out below
(and referenced on Figure 3) noting that the scheduling of specific works will be
dependent on factors such as weather commercial factors including contractor
availability specific logistical requirements and many other issues and will vary
accordingly In addition many of the works and activities will need to be undertaken
simultaneously
1 Construct Surface Water Controls (integrate dams as required) 2 Excavation of stockpiled ClayShale and Construct Northern face (external and
Internal slopes)
3 Regrading shaping areas north of the Northern Face
4 Dewatering of quarry void 5 Landscaping Northern Face
6 Construct Track for Transgrid Access 7 Construct Raw Material Stockpiles 8 Excavate Recycling and Re-processing Area to 48m AHD to 49m AHD Extraction of
clay to form required landform 9 Clay Shale Extraction in Cell 1A then 1B and 1C 10 Install Leachate Riser and Drainage Layer in Cell 1A and then 1B 11 Construct Initial Leachate Evaporation Pond 12 Construction of Recycling and Re-processing Area infrastructure (see Figure 2
overleaf for details) 13 Maintain Height of the Eastern Face of 57m to 58m AHD (outer slope reduced
for landscaping)
14 Construct re-establish Dam 3 (3AampB)
15 Construct re-establish Dam 4 (4A) 16 Construct re-establish Dam 5(5A)
17 Construct Dam 6
18 Establish Contingency Stockpile Area
19 Upgrade Internal Road Network [sealed]
20 Upgrade Internal Road Network [unsealed]
21 Construct Wheel Wash Facility
22 Upgrade Site Entrance
23 Upgrade Existing Weighbridges
24 Upgrade Existing Weighbridge Office
25 Construct Car Park
26 Construct Office
27 Reduction in Height from Southwestern Face 28 Establish Workshop Area 29 Construct Acoustic Mound
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 14 Patons Lane Resource Recovery Centre Orchard Hills
18 Scope of Site Works and Activities Included in the Construction of the Recycling and Re-processing Area (RRA)
The management plans have been based on the impacts of the construction of the entire RRA The layout of the RRA is set out below at Figure 4 These items are largely buildings and structures that will be subject to Construction Certificates BCA regulations and Occupation Certificates certified by an approved certifying authority Figure 4
Source ‐ Figure 28 from Further Modified Project Report
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 15 Patons Lane Resource Recovery Centre Orchard Hills
The infrastructure permitted to be constructed as part of the in the Approved Development in the RRA will be undertaken generally in the order set out below (and referenced on Figure 4) noting that the scheduling of specific works will be dependent on factors such as weather commercial factors including contractor availability specific logical requirements and many other issues and will vary accordingly In addition many of the works and activities will need to be undertaken simultaneously
1 Drainage works 2 CampI Storage and Reprocessing Building
3 Product Bays
4 Delivery Area - concrete apron
5 Small Dam
6 Road network
7 External CampD waste stockpile area 8 External CampD Waste processing area
9 Recycling facility Warehouse 10 Large Items Shed 11 Office
19 Scope of Site Works and Activities Included in the Operation of the Landfill and
Recycling and Reprocessing Area and cell construction up to the completion of the excavation of Cell 1
These works and activities are included in Stage 1 and will be undertaken following the
completion of the Site Establishment works (subject to confirmation via Pre Operation
Compliance Audit) and once the Recycling and Reprocessing Area is constructed (subject
to an occupation certificate) and is operational
The specific works and activities are the
Emplacement of wastes into Cell 1A Construction of Cell 1B and 1C including the selective extractive operations to
extract the clay shale resource and related stockpiling activities Receipt and processing of wastes in the RRA with residuals being emplaced in Cell
1A and 1B
Figure 5 overleaf shows the general arrangement of Cell 1
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 16 Patons Lane Resource Recovery Centre Orchard Hills
Figure 5 ndash Cell 1 General Layout
Source ndash Drawing GHD 21-25736-C003
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 17 Patons Lane Resource Recovery Centre Orchard Hills
110 Project Approval and Consent Conditions Table 1 below details the specific Project Approval Consent Conditions and where they have been addressed It is the intention that this proposed plan will surpass the requirements of the approval in terms of positive environmental outcomes Table 1A Project Approval and Consent Conditions BWLampVMP
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440 BUND WALL LANDSCAPING AND VEGETATION MANAGEMENT PLAN (BWLampVMP) The Proponent shall prepare and implement a Bund Wall Landscaping and Vegetation Management Plan to achieve the final landform and landscaping in Figure 222 of the Further Modified Preferred Project Report (Ex Z in Appeal No 10928 of 2010) This plan must
It is noted that the DPampE provided approval to submit plans on a staged basis on 1 June 2016 An error was made in not including the BWLampVMP in this request A request was made to submit this plan on staged basis as permitted with the other plans as approved by DPampE on 12 November 2016 The DPampE approved the submission of the BWLampVMP on a staged basis on 12 December 2016 This correspondence is provided as Attachment 1 Accordingly this plan is being prepared on a staged basis as per the other plans ie it deals with Stage 1 which is the completion of Site Establishment Works and the completion of the excavation of Cell 1
440a be prepared in consultation with OEH EPA and NOW by a suitably qualified and experienced expert(s)
Huon Designs have been approved by the DPampE as suitably qualified experts in correspondence dated 31 August 2015 (see Attachment 2) This Plan has been forwarded to the following authorities for consultation NOW (this is the former New South Wales Office of Water ndash this Department is now known as DPI Water) The contact is waterreferralsdpinswgovau Attention John Galea EPA ndash Contact Kathy Falconer kathyfalconerepanswgovau wasteoperationsepanswgovau Office of Environment and Heritage (OEH) Note ndash Kathy Falconer is also the contact for consultation with OEH Penrith City Council ndash Contact Peter Wood Manager Assessments
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 18 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
PeterWoodpenrithcity Robert Craig Principal Planner RobertCraigpenrithcity Carlie Fulton Senior Environmental Health Officer carliefultonpenrithcity Note the project approval did not require the proponent to consult with PCC re the BWLampVMP However the proponent is required to consult with PCC re the Rehabilitation Plan so the Plan is being forwarded to PCC The agency comments (which were favourable) from PCC and DPI Water are attached as Appendix 7 Note EPA and OEH advised that they had no comments
440b be approved by the Director-General prior to the commencement of site establishment
This Plan has been submitted to DPampE following consultation with DPI Water EPA OEH and PCC
440c specify the staging milestones for implementation of landscaping works
This Plan is prepared for Stage 1 which is defined in Section 1 This staging is shown on Plans ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and ldquoLandform and RehabilitationLandscaping Planrdquo Drawing No PL 201710A dated 10 January 2017 attached to this report Staging Milestones for the Plans are based on the Stage 1 approved by DPampE
1 Site Establishment Works 2 Excavation and partial restoration of Cell
1 The works in this Plan cover the staging shown in the FMPPR Table 25 Indicative Emplacement and Cell Rehabilitation Staging up to year 5 (approximately) ie the completion of the staging of Cell 1 This is represented in Figure 210a Stage 0 Operations and Figure 221 Rehabilitation Following Site Establishment
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 19 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440d detail specifications for the approved removal reshaping andor landscaping of the bund walls
See Section 30 Site Managementin particular Section 37 Site Establishment ndash Rehabilitation and Landscaping Plan The detailed specifications implemented for the approved removal reshaping andor landscaping of the bund walls have been developed in accordance with the project approval based on the following high level project approval documents The FMPPR provides the requirements for the bund wall works as follows 1 Page 53 paragraph 4 2 Section 29 Existing Bund Wall
Managementrdquo also commencing on page 53 3 Section 23 Site Establishment page 16 4 Section 215 Rehabilitation 5 Figure 221 Figure 222and Attachment A in
Appendix 3 of the Modified Preferred Project Report (MPPR) Schematic Landscape Plans and Schedules
6 The resultant detailed specifications for the approved removal reshaping and design of the bund walls as required in the FMPPR and Site Establishment works are set out in Attachment 3 ndash GHD Plans and Cross Sections The landscape treatment of these bunds shown in the plans is set out in Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and in Section 30 and in particular Section 37 of this report
440e
specify riparian zone management within 50m of Blaxland Creek (measured from the top of the bank)
See Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and Section 30 of this report In particular Sections 31 Zone 1 Conserve areas of moderate resilience ndash Riparian Zone and Section 37 Riparian Zone management has been extended in places up to 100m in this plan The riparian zone is now defined as being 40m (measured from the top of the bank) pursuant to the Guidelines issued by DPI Office of Water (formerly NOW) in 2012
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 20 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440e (cont)
ldquoOn 1 July 2012 new rules commenced regarding controlled activities within riparian corridors The new rules amend the riparian corridor widths that apply to watercourses providing more flexibility in how riparian corridors can be used and making it easier for applicants to determine the Office of Water controlled activity approval requirementsrdquo These guidelines and related DPI Water documents have been followed in the formulation of this plan and the controlled activity approval application to be submitted to DPI Water for works carried out within the riparian zone DPI Water guidelines and policies are appended to this report as Attachment along with a survey defining the riparian zone
440f include measures to minimise native vegetation loss and additional tree planting to offset this loss
See Section 30 Site Management of this report In particular Sections 31 32 and 33 and Huon Design Plans ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and ldquoLandform and RehabilitationLandscaping Planrdquo Drawing No PL 201710A dated 10 January 2017 attached to this report
440g include a landscape plan identifying locations of planting and identifying species to be planted
See Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and Section 30 In particular Section 37 of this report
440h specify the use of only indigenous species propagated from local provenance seed
See Table 5 Revegetation Species List of this report
440i specify the measures which shall be undertaken to protect the EECs on adjacent lands (particularly to the southern and western boundaries of the site) in particular measures to
See Section 30 of this report In particular Section 37 Consultants have previously provided information on the impacts of dust surface water and groundwater upon the vegetation within the riparian zone and EEC within the conservation zone both on and off the Project Site See Attachment 5 (Consent Condition Schedule 6 Condition 5c This information has been used to assist developing strategies which are included
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 21 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
i) stabilize exposed soils ii) control of invasive weeds to prevent weeds from migrating to the EECs iii) prevent dust from impacting on the EECs iv) control sediment stormwater and surface run-off from impacting on the EECs v) prevent leachate from entering into the groundwater or migrating off-site and vi) include all of the above measures in corresponding management plans
in this plan protect the EECs on adjacent lands These issues are dealt with in section 30 of this Report and Section 40 Maintenance Monitoring and Key Performance Indicators of this Report See Section 30 of this report In particular Section 34 Erosion Strategy In addition see Soil Water and Leachate Management Plan - Audit Task 8 See Section 3 in particular Sections 31 32 33 and 36 Weed Management See Section 39 ndash Dust Management strategies In addition other dust management strategies relating to site operations not related to rehabilitation are set out in Audit Task 7 - Air Quality and Greenhouse Gas Management plan (AQampGGM Plan) and summarised in this Plan See and Section 34 andSoil Water and Leachate Management Plan Audit Task 8 and Landfill Environment Management Plan - Audit Task 18 See Section 34 which focuses on surface water control to keep surface water out of the leachate systems See specific reference in the Water and Leachate Management Plan Audit Task 8 and Landfill Environment Management Plan - Audit Task 18
440j identify protection measures for the vegetation and controls for each phase of the development
See Section 35 Fencing Strategy and Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
440k specify details of maintenance actions to ensure the vegetation is maintained at all times including
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 22 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
during the operations and for the post-closure period stipulated by the OEH and EPA
Note that post closure issues are not relevant for this Plan as it only required to deal with Stage 1 up to the end of the excavation of Cell 1
440l specify details of a monitoring and compliance program
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
440m require an annual review for inclusion in the Annual Environmental Management Review that reports on the performance of the landscaping and vegetation management including further recommendations to ensure the successful establishment of vegetation
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 23 Patons Lane Resource Recovery Centre Orchard Hills
Table 1B Project Approval and Consent Conditions Rehabilitation Plan
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
446 REHABILITATION PLAN The Proponent shall prepare and implement a Rehabilitation Plan to achieve the final landform and landscaping in Figure 222 of the Further Modified Preferred project Report (Exhibit in Appeal No 10928 of 2010) This plan must
It is noted that the DPampE provided approval to submit plans including this Rehabilitation Plan on a staged basis on 1 June 2016 This correspondence is provided as Attachment 1 This plan is being prepared on a staged basis as per the other plans ie it deals with Stage 1 ie the completion of Site Establishment Works and the completion of the excavation of Cell 1 Accordingly the works in this Plan cover the staging shown in Table 25 Indicative Emplacement and Cell Rehabilitation Staging up to year 5 (approximately) ie the completion of the staging of Cell 1 This is represented in Figure 210a Stage 0 Operations and Figure 221 Rehabilitation Following Site Establishment
446a be prepared by a suitably qualified expert whose appointment has been approved by the Director-General
Huon Designs have been approved by the DPampE as suitably qualified experts in correspondence dated 31 August 2015 (see Attachment 2)
446b be prepared in consultation with EPA NOW and Council
This Plan has been forwarded to the following authorities for consultation NOW (this is the former New South Wales Office of Water ndash this Department is now known as DPI Water) The contact is waterreferralsdpinswgovau Attention John Galea EPA ndash Contact Kathy Falconer kathyfalconerepanswgovau wasteoperationsepanswgovau Office of Environment and Heritage (OEH) Note ndash Kathy Falconer is also the contact for consultation with OEH Penrith City Council ndash Contact Peter Wood Manager Assessments PeterWoodpenrithcity
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 24 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
Robert Craig Principal Planner RobertCraigpenrithcity Carlie Fulton Senior Environmental Health Officer carliefultonpenrithcity The agency comments (which were favourable) from PCC and DPI Water are attached as Appendix 7 Note EPA and OEH advised that they had no comments
446c be submitted to and approved by the Director-General prior to commencement of the site establishment works
The Plan has been submitted to DPampE following results of consultation
446d define the objectives and criteria for rehabilitation and closure
See Sections 10 and 40 of this Report
446e comply with the minimum design specifications and operationalpost closure requirements in Schedule 7 unless specified by the EPA
Satisfied as detailed in Sections 10 38 and 40 of this Report In addition Schedule 7 of the project approval is attached to this report with details of where these requirements are addressed in various reports
446f identify the works required and the progressive timing to complete the rehabilitation of each part of the Project
See Section 30 of this report and Section 50 lsquoRestoration Works Programrdquo of this Report
446g investigate options for the removal of Dam 2 outside the riparian corridor as of the final landform once the operational purpose of the dam is complete
Not applicable in Stage 1 of the Plan
446h investigate options for the future use of the site
Not applicable in Stage 1 of the Plan
446i include provisions to monitor and manage settlement impacts during and after the operations
Not applicable in Stage 1 of the Plan except as interim preloading waste emplacement with stockpiles of quarried materials to minimize future settlement impacts See Section 40 of this report
446j describe the measures that would be implemented to achieve the specified objectives and criteria for the rehabilitation and closure
See Section 30 and Section 40 of this Report
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 25 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
446k calculate the cost of implementing these measures
See Section 60 ldquoRestoration Works Budgetrdquo of this Report
446l describe how the performance of these measures would be monitored over time
See Section 40 of this Report
446m address the issue of settlement post-closure and provide designs and ongoing maintenance procedures such as backfilling to maintain slope drainage and prevent ponding
See Section 40 of this Report and notes above in reference to 446i
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 26 Patons Lane Resource Recovery Centre Orchard Hills
20 SITE DESCRIPTION 21 Location and Ownership Patons Lane Resource Recovery Centre Lot 40 DP 738126 occupies an area of 60 hectares located at the end of Patons Lane Orchard Hills in the Local Government area of Penrith City Council The site is owned by SRC Properties Pty Ltd and is bordered to the west and south by bush land owned by the Commonwealth Defence Department and by private farming land to the north and east 22 Abiotic Factors 221 Climate The climate in the suburb of Orchard Hills has the historic recording associated with the western parts of the Sydney Basin and nearby Penrith The hottest days have been recorded in summer where temperatures can reach as high as 43 degrees celcius Winter temperatures can range from below freezing with occasional frosts to an average of 17 degrees celcius Rainfall averages about 800mm per annum but is often variable with the highest rainfall generally occurring in the late springsummer months 222 Geology and Soils The geology and soils of the Orchard Hills area is part of the Hawkesbury River flood plain and is typified by Wianamatta Shale soils This has resulted in relatively rich natural soils and abundance of underlying shale The valuable light-firing shale was the resource exploited in the previous quarry operations and is to be further utilized in the ongoing operations of the site The soil is dispersive and relatively erosive Large amounts of various fill materials have been imported onto the site and this will be reused in the operation of the landfill as cover material and capping material 223 Topography and Aspect The property has a predominantly neutral aspect as it has been almost totally impacted by previous quarry operations including the construction of surrounding bund walls The surrounding topography however is generally flat undulating with a slight southerly aspect Once complete the final landform will be a low hill with grades of 2-10 224 Catchment and Drainage The property is part of the Blaxland Creek Catchment that ultimately drains into the Hawkesbury-Nepean Catchment Very little of the current site drains off the property as it is contained by the surrounding bund walls and collected in existing dams The north and west perimeter of the site drains into Blaxland Creek The south and east drain into the depression running east alongside Patons Lane 225 Erosion Erosion is present in previously disturbed areas and is primarily occurring inside the existing bund walls where runoff is then directed into internal dams and ponds The surrounding bund walls are generally stable and well vegetated Blaxland Creek has some erosion along its banks more due to flash floods from upstream than any impacts created on the site
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 27 Patons Lane Resource Recovery Centre Orchard Hills
226 Acoustics and Scenic Amenity The site is currently dormant and has no activities that would impact on the acoustic or scenic amenity of the area A few cattle kangaroos and feral animals graze on the site Only the visual impact of the bund walls is significant due to their relative height uniformity and lack of bush land vegetation 23 Biotic Factors 231 Flora The site and surrounding area contains two (2) plant communities as listed in the Introduction and Executive Summary The two key vegetation communities associated with this site are the Cumberland Plain Woodland and the River Flat Eucalyptus Forest The remainder of the site is bare exposed soil or covered with pasture grasses and a range of perennial and herbaceous weeds The Cumberland Plain Woodland is primarily located in Defence Department land to the west southwest and south of the site It is an Endangered Ecological Community (EEC) and remnant species still exist on site or have germinated here It occurs where the land has been undisturbed by previous quarry operations and in the vicinity of Blaxland Creek The River Flat Eucalyptus Forest is also an Endangered Ecological Community and occurs in the northwest corner of the site It is the vegetation community that makes up the riparian zone of Blaxland Creek Plant species list and those suitable for revegetation are to be sourced from these communities and are listed in Table 5 The list is also a compilation of those prepared by Richard Lamb and Associates (Schematic Landscape Plans and Schedules) and Geoff Cunningham (Flora Assessment Report September 2009 and Response to Point 1(e) Short Minutes of Order 12 May 2011) According to the Flora Assessment there are no records of threatened plant species on the site or in the vicinity and this was confirmed by field surveys undertaken by Geoff Cunningham and Huon Designs 232 Fauna The native fauna populations on the site would be in line with fauna studies undertaken and included in the Fauna Assessment prepared by Aquila Ecological Surveys September 2009 The adjacent Defence Department land is well fenced as is the farming land The only sizeable access onto the site is via the opening to the southeast corner of the site at the end of Patons Lane The site itself does not currently provide significant habitat other than pondsdams and pasture grasslands Despite the high level of disturbance on the site native fauna would still be frequenting much of the site to forage drink and take advantage of isolated trees and vegetation Sightings of wallabies reptiles and a variety of birdlife have been reported anecdotally It should be anticipated that pest species would also frequent the site due to surrounding land uses and reported populations This would include foxes rabbits and feral cats and dogs Once the perimeter security fencing is complete there will be limited access or through movement of larger species They will only be able to enter and leave if they capitalize on the opportune use of open gates and breaks in the fencing
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 28 Patons Lane Resource Recovery Centre Orchard Hills
As stated in Aquilarsquos report if managed appropriately ldquothe Project would not have any impact upon the fauna and fauna habitat on the adjoining Commonwealth land managed by the Department of Defencerdquo Aquilarsquos report also states that the limited and modified habitats represented on the site may support a narrow range of native fauna that are common in the surrounding region Furthermore it states that ldquowhilst three fauna species listed as vulnerable on the Threatened Species Conservation (TSC) Act occur or are likely to occur there is unlikely to be a significant effect on these species or their habitatsrdquo Once complete the project will provide an increase in the amount of valuable habitat in contrast to the decrease in the surrounding areas due to future residential and commercial development pressures 24 Condition of bush land and weeds Intact and undisturbed areas of native vegetation are non-existent on the site The vast majority of the site (as identified in Cunninghamrsquos assessment) is weed invaded disturbed land The weeds present are listed in Table 3 of this report and the native grasses present are included in Table 5 Revegetation Species List The Cumberland Plain Woodland represented on the neighbouring Department of Defence land is relatively intact with moderate disturbance caused by tracks firesecurity management practices and some weeds Most weeds are impacting the site due to a range of causal factors as outlined in Table 2 The riparian zone of Blaxland Creek is intact but disturbed by weeds manmade activities and domesticferal animal grazing The narrow strip of land on the boundaries of the site between the bund walls and the security fencing is largely intact in terms of site soils but is also severely disturbed by weeds manmade activities and domesticferal animal grazing Both areas are likely to have a healthy seed bank of native species They have been hampered in their ability to regenerate due to domestic grazing weeds and pasture grasses There is also undoubtedly a substantial seed bank of weed species present One noxious weed was recorded on the site being African Boxthorn (Lycium ferocissum) a Class 4 Weed Methods for the treatment and removal of weeds are discussed in Section 362 Management of Weed Removal and Encouragement of Natural Regeneration 241 Site Resilience Site resilience relates to the ability of the natural areas to recover or lsquobounce backrsquo after disturbance It is one of the main considerations in prioritizing actions set out in this Plan In the areas of high resilience the site soils have not been disturbed the water regime remains the same and no extra nutrients have been introduced There is also a good representation of all native vegetation strata levels showing varying stages of maturity an intact native seed bank present in the soil potential habitat including hollow-bearing trees connectivity to other natural areas and areas of a size large enough to reduce levels of edge effects There are no areas of high resilience on the site Moderately resilient areas have had some disturbance are adjacent to disturbed areas andor will be affected by runoff from disturbed areas the native vegetation structure is not indicative of a highly resilient area and habitat is threatened The riparian zone adjoining Blaxland Creek exhibits moderate resilience
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 29 Patons Lane Resource Recovery Centre Orchard Hills
Areas of low to nil resilience have experienced significant disturbance such as removal of topsoil addition of fill changes in water flow erosion weeds dominating over native species and loss of habitat It is necessary to stabilize low resilient areas to reduce resources required to preserve and conserve high to moderately resilient areas now and into the future The narrow strip of land between the bund walls and the security fence may well have low to moderate resilience but is severely impacted by weeds and grazing The ability for this zone to bounce back will only be recognized over time as the management practices outlined in this Plan are implemented If it is identified that some of this area has good resilience due to a healthy native seed bank it may be possible to carry out a soil translocation operation as detailed in Section 37 below Fundamentally the theory is to use current bush regeneration techniques to control weeds and encourage natural regeneration This may include revegetation works also The remainder of the site and the bund walls has been severely impacted with no original topsoil It will be further impacted and has no worthwhile resilience These areas need to be stabilized and managed in such a manner to control weeds and to ensure that negative impacts do not place undue pressure on the other zones hence increasing costs The methods for managing areas of varying resilience are outlined in Sections 31 32 and 33 below 242 Causes of Weed Invasion Identifying the cause of weed invasion is necessary to determine work priorities to prevent further encroachment and to reduce the need for high levels of ongoing resources required to achieve outcomes The major causes of weed invasion on site as per the table below are classified as physical disturbance of soil imported soil dumped garden refuse physical disturbance of vegetation wind water and fauna dispersal Most causes of weed invasion listed below occur on the site The methods to control these factors are an important part of this Plan and are outlined below in Section 3 Site Management Recommendations
Table 2 Causes of weed invasion (Hawkesbury-Nepean Catchment Management Trust 2000)
Cause of weed invasion Code Symptoms Physical disturbance of soil S Weed established on bare soil Imported soil F Weeds established on imported soil Dumped garden refuse D Weeds centered on dumped garden refuse Physical disturbance of vegetation V Evident that moving or trampling has allowed weed growth Impacts from storm water R Growing in wet areas below storm water outlets Fauna dispersal O Weeds established in otherwise undisturbed areas Wind w Weeds established in otherwise undisturbed areasanimals not cause Water a Weeds centred on creek where weeds present in headwaters Neighbouring property n Weeds spread from neighbouring property
Measures to control the causes of weed invasion are discussed in detail in Section 361 Management of Causes of Weed Invasion 243 Weed Management Zones Weed management zones are based on site resilience position in the landscape weeds present causes of weed invasion and treatment requirements Zone 1 includes areas mapped with moderate
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 30 Patons Lane Resource Recovery Centre Orchard Hills
resilience and Zone 2 includes areas of low resilience The remainder of the site is Zone 3 has no resilience and will be highly modified over the course of the project It will be subject to rehabilitation into the future including pasture grasses and some native vegetation The Weed Management Zones are shown on the attached plans PL201709A and PL201710A dated 10 January 2017 In general terms Zone 1 represents the restoration and expansion of the Blaxland Creek Riparian corridor River Flat Eucalyptus Forest Zone 2 represents the establishment and expansion of the Cumberland Plain Woodland and its consolidation as a buffer to the neighbouring EEC Zone 3 is primarily the vast proportion of the site Zone 3 has been severely impacted and will continue to be severely impacted Ultimately it will be returned to domestic grazing land with pockets of native vegetation in a staged process as quarry and filling works are completed 244 Weeds The following Table 3 lists the weeds known or likely to occur on the site Field surveys by Geoff Cunningham and Huon Designs have corroborated this information Much of the site (about 55) is water bare soil hardstand roads and bare stockpiles This is unlikely to change significantly until Site Establishment is complete and site rehabilitation occurs Primarily this will involve the reshaping and stabilization of the new bund walls It will also include rehabilitation of the boundary areas and the vicinity of Blaxland Creek The distribution and density of the weeds present on site have been expressed as a percentage in the table below to give some indication of the problems they entail and as a baseline indicator of how successful future management techniques are
Table 3 Weeds on site at time of inspection Botanial Name Common Name Classification Method of dispersalspread Estimate
of Site Cover
Ageratina adenophora Crofton Weed Perennial Herb SeedWindWater 2 Andropogon virginicus Whiskey Grass Perennial Grass SeedWindWater 2 Araujia hortorum Moth Vine Perennial Vine SeedWind 1 Chloris gayana Rhodes Grass Perennial Grass SeedWindWater 2 Chloris virgata Rhodes Grass Perennial Grass SeedWindWater 2 Conyza bonariensis Fleabane Perennial Herb SeedWindWater 2 Cynodon dactylon Couch Grass Perennial Grass Underground Stolons 5 Dittrichia graveolens Stinkwort Perennial Herb SeedWindBirdWater 1 Echinopogon ovatus Forest Hedgehog Grass Perennial Grass SeedWindWater 1 Eragrostis curvula African Lovegrass Perennial Grass SeedWindWater 2 Genista monspessulana Montpellier Broom Woody SeedBirdWater 2 Hypochaeris radicata Flatweed Perennial Herb SeedWindWater 1 Lantana camara Lantana Woody SeedBirdWater 1 Lycium ferrocissum African Boxthorn Woody SeedBirdWater 2 Onopordum acanthium Scotch Thistle Perennial Herb SeedWind 1 Paspalum dilatatum Paspalum Perennial Grass SeedWind Water 2 Pennisetum clandestinum Kikuyu Perennial Grass StolonsImported soilWater 5 Phytolacca octandra Inkweed Perennial Herb SeedBirdWaterTubers 1 Ricinus communis Castor Oil Plant Perennial Herb SeedBirdTubers 1 Senecio madagascariensis Fireweed Perennial Herb SeedWindWater 1 Setaria pumila Pale Pigeon Grass Perennial Grass SeedWindWater 2 Sida rhombifolia Paddyrsquos Lucerne Woody SeedWater 1 Solanum sisymbrifolium Sticky Nightshade Perennial Herd SeedBirdWater 1 Solanum mauritianum Wild Tobacco Small Tree SeedBirdWater 1 Sporobolus africanus Parramatta Grass Perennial Grass SeedWindWater 2 Verbena bonariensis Wild Stattice Perennial Herb SeedWindWater 1
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 31 Patons Lane Resource Recovery Centre Orchard Hills
30 SITE MANAGEMENT All Site ResilienceWeed Management Zones are mapped on Huon Designs Drawing Nos PL201709A and PL201710A The location shape and final finish of the bund walls dams and bioswales are as designed by GHD Group Pty Ltd and as shown on Drawing nos SK010 and SK024 The site management techniques contained within this report are based on these landforms and refer to the above Huon Design Plans Huon Designs will act as the Project Manager on behalf of SRC Properties Pty Ltd (SRC) owners of the facility in order to implement this Plan 31 Zone 1 Conserve areas of moderate resilience - Riparian Zone The areas mapped with moderate resilience are to be allowed to regenerate Additional management techniques are detailed in Section 37 Site Establishment Actions to take should include but are not to be limited to the following Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Restrict vehicle and contractor access to existing tracks and designated construction zone
only (refer to section 351 Protective Fencing) Exclude domestic stock Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy) Identify and treat encroaching weed species by using best practice Bush Regeneration
techniques (refer to section 36 Weed Management Strategy) Monitor areas for future weed encroachment by regular (weekly) inspections and adapt work
program to suit new threats Revegetate Zone 1 with native tubestock of local provenance as per Table 5 Revegetation
Species List (River Flat Eucalyptus Forest) and Drawing No PL201709A Monitor for herbivore activity (scats digging damaged vegetation) and protect regenerating
native species and revegetated areas with protective fencing or plant guards as required (refer to section 355 Vegetation Fencing) and
Monitor to identify areas requiring replacement andor additional revegetation
32 Zone 2 Restore and rehabilitate areas of low resilience - Property Boundaries The priority of working areas of low resilience will be dependent upon their location in respect to moderate resilient areas and the potential of the low resilient areas to affect the surrounding areas These areas of low resilience must not become the source of weed encroachment into other zones Treatment is aimed at suppressing weed growth and stabilizing disturbed soil Weeds must not be allowed to seed and spread Clearly the areas to the northwest west and southwest of the site are the areas of particular importance as the Plan strives to establish and protect the two EECs that are present here Boundary areas to the north east and south east are less of a priority as they will have less impact on the EECs Additional management techniques are detailed in Section 37 Site Establishment Actions to take should include but are not to be limited to the following
Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Vehicle and contractor access kept to existing tracks and designated construction zone (refer
to section 351 Protective Fencing) Exclude domestic stock Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy)
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 32 Patons Lane Resource Recovery Centre Orchard Hills
Identify and treat weed species using best practice Bush Regeneration techniques (refer to section 36 Weed Management Strategy)
Monitor areas for future weed encroachment by regular (weekly) inspections and adapt work program to suit new threats
Revegetate Zone 2 with native tubestock of local provenance as per Table 5 Revegetation Species List (Cumberland Plain Woodland) and areas shown on Drawing No PL201709A
Monitor for herbivore activity (scats digging damaged vegetation) and protect regenerating native species and revegetated areas with protective fencing or plant guards as required (refer to section 355 Vegetation Fencing) and
Monitor to identify areas requiring replacement andor additional revegetation
33 Zone 3 Maintain and control weeds in grazingquarry areas of no resilience The priority of working areas of no resilience will be dependent upon their location in respect to medium and low resilient areas and their potential to affect the surrounding areas These areas of no resilience must not become the source of weed encroachment into other zones Treatment is aimed at suppressing weed growth and stabilizing disturbed soil Weeds must not be allowed to seed and spread Actions to take should include but are not to be limited to the following Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Vehicle and contractor access kept to existing tracks and designated construction zone (refer
to section 351 Protective Fencing) Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy) Identify and treat weed species using best practice Bush Regeneration techniques (refer to
section 36 Weed Management Strategy) Monitor areas for future weed encroachment by regular (monthly) inspections and adapt work
program to suit new threats Revegetation and native screen planting with native tubestock of local provenance as per
Table 5 Revegetation Species List (Cumberland Plain Woodland) and areas shown on Drawing No PL201709A and Drawing No PL201710A and
Maintain pasture grasses and reseed non-invasive grasses as required It is required that the landowner engage a qualified Bush Regeneration company to provide assistance and guidance in these works to successfully restore and protect the natural bushland communities associated with the site
34 Erosion Strategy The comments in this report are intended to support and compliment the Soil Water and Leachate Management Plan (SWampLMP) prepared by GHD Group Pty Ltd Besides managing erosion the control of surface water is integral to controlling leachate generation and the potential for leachate to impact on adjoining EECs Overland flow across areas of disturbed soilvegetation and general storm water runoff on the site has caused soil erosion Erosion has also occurred down the roadways and along open gutter swales beside roads stockpiles and bunds Construction activities (vehicles access services stockpiles and building activities) can also create erosion problems and must be controlled by appropriate protective fencing sediment fencing (refer to section 35 Fencing Strategy) and designated access tracks The number of access tracks should be minimized and clearly defined
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 33 Patons Lane Resource Recovery Centre Orchard Hills
Fortunately the site currently is well contained and most erosion runoff ends up in existing dams This is not a long-term solution as the site is developed A number of other problems will occur if soils are lost and storm water is not managed properly The SWampLMP addresses these issues and still relies on a series of dams and bioswales to clean the water prior to discharge off the site Erosion can aid the spread and establishment of weeds It can also hinder the growth and establishment of the native plant communities The strategies used to control erosion work closely and concurrently with those used to enhance native plant communities They will prevent weed encroachment and help with the establishment of native vegetation cover To mitigate the effects of soil erosion (including the current situation of the dams acting as silt traps) targeted water management techniques are to be incorporated into site works The aim is to reduce water velocity disperse water to enable greater absorption into the soil and re-establish native vegetation as outlined in sections 341 342 and 343 below 341 Overland water flow across disturbed bushland areas and cleared areas Mulching Hydromulching of bunds and long term stockpiles with non-invasive pasture grasses and
natives Strategic placement of rocks and logs (rocks taken from siteexcavation works and logs from
weed treesshrubs to be removed) Revegetation with native tubestock of local provenance (refer to Table 5 and section 355
Vegetation Fencing) Natural regeneration to be encouraged using bushland regeneration techniques
342 Storm water runoff along bioswales and dam overflows Install small rock check dams at regular intervals along swales to allow silt to drop out Install large rocks as armouring and energy dissipation to protect banks and to avoid scouring
in spillways dam overflows and Blaxland Creek (refer to Blue Book and Department of Primary Industries guidelines)
Stabilize and revegetate channels dam wall spillways and overflow with native tube stock of local provenance (refer to Table 5 and section 355 Vegetation Fencing) and
Natural regeneration to be encouraged using bushland regeneration techniques 343 Storm water runoff down roadways and drainage swales Install small rock check dams at regular intervals along swales to allow silt to drop out (using
rock from site construction activities not bushland areas) Along straight steep grades build a crowned road profile to shed water to the gutter swales Install a number of grade reversals along the steeper sections of the road in the form of a
ldquospeed bumprdquo to interrupt the water flow and direct it into the swales It is required that the landowner engage a qualified Bush Regeneration company to provide assistance and guidance in these works to successfully control erosion and the impacts of storm water 35 Fencing Strategy The purpose of the fencing strategy is limit the amount of site soils disturbed by construction activities to control erosion through the use of silt fences and to protect rehabilitated areas from unintentional damage caused by vehicles livestock feral animals site works or other human activities The fencing is to be installed as noted on Sections AA BB and CC of Drawing No
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 34 Patons Lane Resource Recovery Centre Orchard Hills
PL201709A and Sections AA of Drawing No PL201710A Exclusion zone fencing and extent of tree protection will be undertaken on site in conjunction with a representative of Huon Designs in attendance andor the Bush Regeneration company 351 Protective Fencing ndash Exclusion and site delineation Protective fencing will be required on site during site establishment and project operation to delineate the construction site from the NO GO ZONES This will protect native areas and areas undergoing rehabilitation from construction activities It will ensure the construction footprint is kept to a minimum including the movement of vehicles and machinery the delivery and storage of materials installation of services and the disposal of site excavated materials NO GO ZONES are areas excluded from any construction activities stockpiles or storage Protective fencing between construction site and NO GO ZONES will be a mixture of temporary and long term measures For long term protection the following measures shall be employed 1200mm high star pickets at maximum 25 metre spacing four strands of (12 gauge) wire 900mm high silt fencing may be attached if required and
Temporary measures shall include Flagging and bunting suspended on star pickets similar to systems used on RMS projects Signposting and notices
Location is shown in the site sections on Drawing No PL201709A and Drawing No PL201710A
352 Erosion and Sediment Fencing Sediment and erosion control fences to be located as per site sections on Drawing No PL201709A and Drawing No PL201710A They are to be installed and maintained in accordance with ldquoManaging Urban Stormwater ndash Landcom (March 2004)rdquo to protect the site from construction activities Industry standard silt barrier (900mm high minimum and 150mm minimum buried depth) is to be installed to the downhill side of all disturbed areas to all boundary fences as required to any intermediate fences and as required to all NO GO ZONE protective fencing constructed as detailed above The silt fencing will also aid in the control of feral animals and the spread of weeds For this particular reason it will be incorporated wherever possible to maximize the effectiveness of all the site fences permanent and temporary 353 Vegetation Fencing Additional fencing may be required to protect areas of regeneration andor revegetation from domestic or feral animal damage This is to be determined following monitoring of site for scats digging andor vegetation damage Fencing type to be appropriate for identified herbivore Generally the attachment of 900mm silt fencing to Protective Fencing as outlined above will be appropriate This will also help to control the dispersion of weeds into the revegetation zones 36 Weed Management Strategy The Weed Management Strategy is to address the site resilience and cause of disturbance across the site Consideration is given to the abiotic and biotic components with the goal of restoring and
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 35 Patons Lane Resource Recovery Centre Orchard Hills
preserving the natural ecological communities To achieve the goal the strategy is to prevent further weed invasion remove existing weeds suppress weed species with natural regeneration and revegetate areas of poor resilience with species of local provenance 361 Management of Causes of Weed Invasion In order to prevent further weed invasion the causes need to be addressed as detailed in Table 4 below The causes have been identified in 242 Causes of Weed invasion and Table 3
Table 4 Addressing causes of weed invasion Cause Code Mitigation Physical disturbance of soil
s No further soil disturbance is to occur outside the designated construction zones All access and tracks are to be limited controlled and clearly defined Carry out best practice bush regeneration techniques and timing Use erosion controls and fencing
Imported soil f No imported soil to enter rehabilitated areas of site or be used on areas for revegetation until it has been stockpiled and assessed for weed species Any identified imported soil with weed propagules and seeds are to be used elsewhere and out of permanent revegetation zones where possible
Dumped garden refuse
d Remove and exclude any garden refuse to prevent spread of exotic plant species Avoid the increase of nutrient levels which will encourage further weed growth
Physical disturbance of vegetation
v No further disturbance of existing native vegetation is to occur Existing and restored vegetation to be protected from activities associated with the Resource Recovery Centre (its site establishment and operation) by limited and controlled access and the use of exclusion fencing Implement best practice bush regeneration techniques Implement erosionstormwater controls and siltexclusion fencing
Impacts from storm water
r Erosion control (34 Erosion strategy)
Weed dispersal owa Strategically timed weed removal to prevent additional weed incursions andor weed seed production remove and dispose of properly any weed vegetative propagules monitor for outbreaks
Neighbouring property
n Address any source of weeds from neighbourrsquos property with neighbourrsquos cooperation to prevent ongoing incursion and therefore management Silt fencing or barriers may be incorporated if neighbour is non-compliant to offering assistance
362 Management of Weed Removal and Encouragement of Natural Regeneration The concept of restoring bushland after it has been adversely impacted is to embark upon long-term strategies to suppress weeds and encourage the natural resilience of the native bushland to recover and thrive The current weed species present (see Table 3 Weed Species) are established and will spread rapidly if not treated Their management and control is to be undertaken according with this plan and in consultation with a qualified bush regeneration company Continual monitoring of the site and regular inspections will allow an adaptive approach to be implemented From these observations it is possible to plan work practices according to the changing conditions Treatment of weeds is to be undertaken with best practice Bush Regeneration techniques aimed at minimal use of herbicides encouragement of natural regrowth the use of non-invasive grass species and the prevention of weed seed or spread Weed management work zones are outlined in Sections 31 32 and 33 above and identified on the plans Drawing No PL201709A and Drawing No PL201710A
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 36 Patons Lane Resource Recovery Centre Orchard Hills
Annual and perennial weed species and grasses are opportunistic to areas of disturbance and areas of increased light water and nutrient flows They can be prolific seeders and can spread rapidly Timing of annual and perennial weed species treatment is to be aimed at the prevention of seed formation This will reduce the density and spread of weeds and therefore reduce levels of ongoing treatment requirements Treatment will require a combination of the following hand removal including underground reproductive structures (see Table 3 Weed Species) de-seeding (if flowering and seeding has occurred) large infestations may require herbicide application as recommended on herbicide label
(spraying an annual in flower will not prevent or kill seed) soil andor leaf litter translocation and creation of canopy and competition through native regeneration and revegetation
Woody weed treatment (including for African Boxthorn) will require a combination of the following hand removal cut and paint scrape and paint and foliar spray herbicide application (not the preferred option)
Any reproductive propagules flowers and seeds are to be disposed of in an appropriate manner that they will not be able to thrive and spread Undisturbed soil and untouched bushland is an invaluable resource and will be retained and protected as it requires little or no input to manage By allowing minimal site disturbance in Zones 1 and 2 the success and ease of implementing the management plan will be greatly enhanced Refer to the section below for guidance on the use of soil translocation This technique can be very successful in smothering weeds It also is good for establishing a topsoil layer with a good native seed bank and high potential for natural regeneration 37 Site Establishment ndash Rehabilitation and Landscaping Plan Table 1A at Schedule 4 condition 40(d) notes that rehabilitation and landscaping is to be implemented in accordance with Figure 10 (Figure 222 (Final Landform) of the FMPPR) Additionally Figure 11 ( figure 222 in the FMPPR - Rehabilitation Status following site establishment) also needs to needs to be considered in implementing the approved design specification as do other sections of the FMPPR For clarities sake the high level design requirements contained in the approval documents relating to bund wall and landscaping issues relevant to this plan (noted in Table 1A) are summarised below and have been incorporated into Drawing No PL201710A Relevant excepts of these documents are attached as an Appendix to this report Figure 7
This figure shows the anticipated progression of cell rehabilitation noted as Stage 0 in the FMPPR Note this equates approximately to Stage 1 works and activities as defined by the DPampE in Section 1
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 37 Patons Lane Resource Recovery Centre Orchard Hills
Figure 6 This table sets out the indicative emplacement and cell rehabilitation staging which shows that based on maximum permitted inputs the excavation of Cell 1 is likely to be completed in approximately year 5 Accordingly allowing for market fluctuations the Proponent estimates that the completion of the excavation of Cell 1 will take 5 ndash 7 years In addition the capping of Cells 1 A and 1B will be interim capping and rehabilitation only to allow for settlement prior to final capping
FMPPR Section 23 Site Establishment This Section of the FMPPR sets out the constructionshaping of the final rehabilitated landform along the northern and eastern sides of the property together with the northern eastern and south eastern bunds as shown in Figure 3 of this report
Section 29 Bund Wall Management Further details are provided of the bund wall design ndash as shown in Figure 8 Additionally this section states ldquoan important component of the management of the northern and eastern faces would be the early completion and landscaping of both faces such that no further earthmoving activities are necessary after the site establishment phase Only maintenance of the landscaping would be required beyond the site establishment phaserdquo These works will be undertaken as a priority during Site Establishment Figures 8 and 9 provide high level designs for the norther and eastern bunds The Site Establishment Noise Management Plan (SENMP) includes additional details in relation to implementing these works and complying with noise criteria for the project
Figure 8 This figure sets out the rehabilitation works specifically required during Site Establishment These works are incorporated into this Plan
Figure 11 This figure sets out the Final landform upon completion of landfilling and capping works on site after 25 years As this Plan covers Stage 1 which is 5-7 years which means that much of Figure 8 is not relevant for this Plan However the detailed landform plans developed are based on this figure and are generally consistent with the project approval
Appendix 3 ndash Visual Assessment Modified Preferred Project Report This report contains the landscaping specifications for Site Establishment activities including layouts and planting specifications that were used to develop Figure 221 in the FMPPR (Figures 10 12 and 13 in this report)
All these Plans and tables are set out below for ease of reference Additionally the Site Establishment Noise Management Plan sets out methodologies for the deconstruction of the bund walls and the details requirements for the use of noise control barriers
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 38 Patons Lane Resource Recovery Centre Orchard Hills
Figure 6
As outlined in Sections 31 32 and 33 above the conservation restoration and maintenance of the site will require an ongoing adaptive and multi-pronged management system
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 39 Patons Lane Resource Recovery Centre Orchard Hills
Figure 7
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 40 Patons Lane Resource Recovery Centre Orchard Hills
Figure 8
Figure 9
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 41 Patons Lane Resource Recovery Centre Orchard Hills
Revegetation planting is to occur as indicated on the attached plan Drawing No PL201709A particularly around dams along the boundaries in bioswales on the bund walls and in the Blaxland Creek Riparian Zone This will supplement natural regeneration and provide enhanced competition against encroaching weed species Clumped planting along drainage swales to be undertaken to stabilize disturbed areas prone to erosion During the site establishment construction works it is essential to minimize the disturbance of site soils The only areas where the site soil will be disturbed is to build new dams construct spillways desilt existing dams stabilize creek banks construct access tracks and form up bioswales Site topsoils are valuable for the rehabilitation works particularly if they contain a healthy seed bank of native species Its preservation aids the ability of the site to be rehabilitated through natural regeneration To benefit from these soils it is proposed to reuse it by translocating the top 100-200mm of topsoil prior to any earthworks progressing To maintain the viability of the seed bank it cannot be stockpiled and must be respread in a 100-200mm layer Translocating soil will greatly assist the rehabilitation of the site Initially the first topsoil stripped from a work area can be spread in a temporary location where it will not be disturbed Once a reasonable section of earthworks are completed this topsoil (or topsoil stripped from current work areas) can then be directly respread to restore disturbed areas such as bioswales dam walls edges of access tracks stockpile sites and new bund walls It is preferable to move the soil in one operation if possible as it is more efficient and effective This is easily achieved by progressing the work in such a fashion that as works progress forward topsoil is stripped and carried back to be spread on areas behind the work face that need restoration Applying the bush regeneration and revegetation techniques (including soil relocation) to the northwest west and southwest boundaries will establish and protect the EECs present as detailed later in this section This will help to reduce ongoing maintenance assist erosion control on disturbed ground and establish increased levels of natural bushland The same techniques to the southern and eastern boundaries will expand and establish a good strip of native vegetation also reflecting the Cumberland Plain Woodland Community once common to the area All plants will be sourced from locally endemic seed stock according to the species list for each plant community All plants to be supplied as forestry tubes hiko tubes or viro cells for some species and ground covers The species list of each plant community is attached in Table 5 The location of tree planting will occur to ensure they maximize site screening and add variety to the uniformity of the landform All revegetation works fall within two Plant Communities and the plants will be selected as per Table 5 Revegetation Species List The communities are CumberlandPlainWoodlandCommunity RiverFlatEucalyptusForestCommunity
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 42 Patons Lane Resource Recovery Centre Orchard Hills
Figure10
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 43 Patons Lane Resource Recovery Centre Orchard Hills
Figure 11
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 44 Patons Lane Resource Recovery Centre Orchard Hills
Figure 12
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 45 Patons Lane Resource Recovery Centre Orchard Hills
The planting density will vary and is to be determined on site according to levels of disturbance erosion and natural regeneration Five plants per square metre are considered a minimum whether through natural regeneration or revegetation work The aim is to establish a minimum planting density of five native species per square metre (5m2) A variety of strata levels is to be achieved that includes trees shrubs and ground covers The planting matrix as depicted in Richard Lambs Report forms the basis of the rehabilitation and revegetation works as shown in Figure 13 below Plant protection is to be installed if required following monitoring inspections Protection can be either fencing (refer to 353Vegetation Fencing) or individual plant protectors ldquoTerracottumrdquo crystals will be mixed into the site soils to minimize maintenance increase growth rates and reduce plant losses To ensure the standard of 90 survival rate revegetated areas are to undergo regular maintenance of watering weeding replacement of dead or dying plants and adjustment of rabbit bags or protective fencing where necessary At the completion of site establishment works the landform will be rehabilitated primarily with native riparian and woodland planting Planting of temporary bunds with grasses for stabilization and woodland species for screening will also have been completed Planting of grasses to stabilize bund walls and other disturbed areas will be undertaken using appropriate hydromulching techniques These are outlined in Section 381 below Figure 13 Native Plant Revegetation Planting Matrix (source Richard Lamb and Associates)
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 46 Patons Lane Resource Recovery Centre Orchard Hills
Table 5 Revegetation Species List
Cumberland Plain Woodland Community River Flat Eucalyptus Forest Community Botanical Name Common Name Botanical Name Common Name Trees TreesAcacia parramattensis subsp parramattensis
Parramatta Green Wattle Acacia parramattensis subsp parramattensis
Parramatta Green Wattle
Acacia decurrens Sydney Green Wattle Angophora floribunda Rough-barked Apple Corymbia maculata Spotted Gum Casuarina glauca Swamp She-Oak Eucalyptus moluccana Grey Box Eucalyptus tereticornis Forest Red Gum Eucalyptus euginioides Thin-leaved Stringybark Eucalyptus amplifolia Cabbage Gum Eucalyptus crebra Narrow-leaf Ironbark Eucalyptus moluccana Grey Box Eucalyptus tereticornis Forest Red Gum Melaleuca decora White Feather Honeymyrtle Exocarpos cupressiformis Cherry ballart Melaleuca linarifolia Snow-in-summer Melaleuca linearifolia Tea-tree Low Trees and Shrubs Low Trees and ShrubsAcacia falcata Silver Leafed Wattle Acacia implexa Black Wattle Acacia implexa Black Wattle Bursaria spinosa Blackthorn Acacia elongata Wattle Grevillea juniperina Grevillea Astroloma humifusum Cranberry Heath Melaleuca thymifolia Thyme Honey-myrtle Bossiaea prostrata Bossiaea Solanum prinophyllum Forest Nightshade Breynia oblongifolia Breynia Bursaria spinosa Blackthorn Ground LayersChloris truncata Windmill Grass Altemathera denticulata Lesser Joyweed Daviesia ulicifolia Gorse Bitter Pea Carex appressa + Tall sedge Dillwynia sieberi Prickly Parrot Pea Glycine sp GlycineClimbing Pea Dodonaea viscose Wedge-Leaf Hop Bush Persicaria decipiens Spotted Knotweed Indigofera australis Australian Indigo Entolasia stricta Entolasia Lissanthe strigosa Native Cranberry Juncus usitatus + Common Rush Melaleuca nodosa Tea-tree Themeda australis Kangaroo Grass Melaleuca styphelioides Prickly-leaved Tea-tree Microlaena stipoides Weeping Rice Grass Pultenaea mycrophylla Bush Pea Pratia purpurascens White Root Solanum prinophyllum Forest Nightshade Lomandra longifolia + LomandraMat Rush Lomandra multiflora LomandraMat Rush Ground Layers Aristida vagans WireSpear Grass Austrodanthonia racemosa
Wallaby Grass
Brunoniella australis + Blue Trumpets Desmodium varians Slender Tick-trefoil Dichondra repens Kidney Weed Dianella revolute + Blue Flax Lily Dichelachne micrantha Short-haired Plume Grass Dodonaea viscose Hop Bush Einadia nutans Climbing Saltbush Entolasia stricta Entolasia Glycine sp GlycineClimbing Pea Ponds Dams and Bioswales Lomandra filiformis + LomandraWattle Mat Rush Cyperus sp + Themeda australis Kangaroo grass Juncus sp + Rush Wahlenbergia gracilis Native Bluebell Typha sp + Cumbungi Indicates plants suitable for use as canopy screen planting in revegetation areas of bund walls Indicates plants already represented on the site + Indicates plants suitable for planting in ponds dams and bioswales
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 47 Patons Lane Resource Recovery Centre Orchard Hills
Note All plants to be indigenous species propagated from local provenant seed An allocation has been included in the budget for collecting seed and propogating plants The proposed rehabilitation works are important for the protection enhancement and restoration of the Endangered Ecological Communities (EECs) located on the site and adjacent to the site The boundary planting of Cumberland Plain Woodland achieves four main objectives Expands the size of the current adjacent community Protects the current community by providing a buffer Increases connectivity Re-establishes the original community and habitat that was once in the area
The revegetation and rehabilitation of the River Flat Eucalyptus Forest achieves the same four main objectives Expands the size of the current on site and adjacent community Protects the current community by providing an expanded buffer Increases connectivity to other communities Re-establishes the original community and habitat that was once in the area
38 Stage 1 Landform Rehabilitation and Landscaping Plan Rehabilitation of completed areas is to occur as indicated on the attached plan Drawing No PL201710A particularly on bund walls surrounding Cell 1 and in areas of Cell 1 that have been filled capped and final landform achieved The works should be carried out as quickly as possible and will include expansion of the already completed Cumberland Plain Woodland plantings installed during site establishment It will primarily include vast areas of pasturelandgrassland implemented through hydromulching techniques as detailed below It is noted that prior to final capping and rehabilitation of the site finished stages of each cell may be subject to static stockpile loadings The purpose of this is to limit the amount of unnecessary movement of cover materials reduce double handling and most importantly to limit the amount of future post closure settlement that may occur The site sections depicting this process are shown on drawing no PL201710A The purpose of the timely rehabilitation works is to provide competition against encroaching weed species and therefore reduce ongoing maintenance of existing revegetated areas It will also assist erosion control on disturbed ground and provide stable vegetation cover to the final landform At the completion of staged site rehabilitation the final landform will revegetated primarily by pasture grasses and woodland planting Planting of temporary or modified bunds with grasses for stabilization and woodland species for screening will continue to be undertaken As these works enter their maintenance phases the appropriate protective fencing and silt fencing will be adjusted where existing and installed into new locations Maintenance and monitoring will commence on newly completed areas Initially the maintenance will be quite high but as these areas become established and more mature the weight of the work will progressively shift into the newer areas of rehabilitation (See Section 4 Maintenance Monitoring and Key Performance Indicators) The entire boundary areas of the site are completed in the initial Site Establishment stage The remainder of the site is progressively rehabilitated as the landfill cells are filled capped and completed and will take place over about 25 years The vast majority of this work is the
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 48 Patons Lane Resource Recovery Centre Orchard Hills
establishment of pasturegrassland as outlined above with some further pockets of woodland planting As feasible sections of the site are completed they will be rehabilitated in this progressive manner and maintenance commenced This will continue in regular stages until the Final Landform and Landscaping is achieved as outlined in Figure 11 (Figure 222 of the Further Modified Preferred Project Report) This is shown in greater detail and with minor modifications in Huon Designs plan number PL201711A Final Landform and Landscaping dated 10 January 2017 The key changes are increased areas of native vegetation modified dam layouts and more variety in the grades of the landform All these are intended to achieve a more natural looking landscape It is possible that the final configuration of woodland planting dams and gradients may alter slightly as the project progresses in order to achieve improved environmental outcomes 381 Hydromulching Techniques Revegetation of grasses to areas of pasture will be undertaken using appropriate hydromulching techniques The same technique and seed mixture will be used to stabilize stockpiles and bund walls Although more expensive than other seed mixes it is a crucial aspect of this VMP This mixture will help to suppress the growth of weeds and reduce erosion without bringing more weeds onto the site In the medium and long term this will help to keep ongoing maintenance costs lower Native grass seeds will be sourced from locally endemic seed stock The seed mix below is based on current best practice industry standards but has been further enhanced through the increase in application rates Prior to hydromulch application the site soils are to be ripped to 200mm and finely cultivated to a depth of 100mm Once applied it will be necessary to perform establishment maintenance practices on the newly seeded areas until they are firmly stabilized This will require watering weed control over seeding erosion monitoring and finally mowingslashing andor whipper snipping
Table 6 Hydromulching Seed Mix List
Botanical Name Common Name of Seed Mix Kilogramshectare Native Grass Species Austrodanthonia racemosa
Wallaby Grass 10 5kgha
Dichelachne micrantha Short-haired plume grass 10 5kgha Microlaena stipoides Weeping Rice Grass 10 5kgha Themeda australis Kangaroo grass 10 5kgha Zoysia sp Nara grass 10 5kgha Non Native Cover CropsGrasses Bromus catharticus Prairie Grass 10 5kgha Festuca arundinacea Tall Fescue 10 5kgha Lolium perenne Perennial Ryegrass 30 15kgha Application products and fertiliser Organic fertiliser 200kgha Wood fibre mulch 2500kgha Tackifier binding agent 75litresha Water 20000litresha
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 49 Patons Lane Resource Recovery Centre Orchard Hills
39 Dust Management Strategies In respect of the landscaping and rehabilitation activities particular care will be paid to implementing dust management strategies which are summarized as follows Minimising areas to be disturbed as any one time Implementing hydromulching broad acre mulching or planting immediately following the
disturbance of the areas to be rehabilitated Stabilising temporary stockpiles with hydromulch or a proprietary surface binding agent to
mitigate any dust emissions Wetting disturbed areas with sprinklers and irrigation systems Postponingceasing the disturbance of any areas in adverse weather conditions ie high winds ndash
particularly where the wind direction may result in adverse impacts on neighbours Stabilisingwetting of temporary access roads servicing rehabilitation activities
Additionally section 52 of the Air Quality Plan sets out additional dust mitigation measures as follows Site induction to include air quality management requirements to ensure awareness of potential
air quality impacts Activities are to be assessed during adverse weather conditions and modified as required (eg
cease activity where reasonable levels of dust cannot be maintained using the available means) Visual surveillance of dust plumes from all activity Haul roads and plant should be sited away from sensitive receptors where possible The site will have an acoustic bund which can act as a wind break to minimise on-site wind
erosion and Direct traffic to designated entrance and exit points The area of exposed surfaces should be kept to a minimum such as by shaping stockpiles in a
manner which reduces the exposed surface area or by covering exposed surfaces Exposed areas and stockpiles should be watered on a daily basis (or more frequently as required)
to keep moisture levels sufficient to minimise wind erosion Exposed areas should have barriers or coverings or should be temporarily rehabilitated if inactive
for periods of greater than three months Stockpiles should be located as far away from sensitive receptors as possible All material to be stored in designated storage bays to reduce exposed surface and wind flows
over material By scheduling material logistics the amount of stockpiled materials on-site can be minimised by
reducing their residence time by methods such as by receiving deliveries only when the amount of materials on-site is considered low or by focusing on delivery of materials to customers when there are high amounts of material on-site An appropriate storage amount should be used such that there would be no shortage of materials
Construction activities should be progressively staged The size of staging areas should be minimised by working on small areas and completing them before progressively proceeding to disturb another area
Completed sections will have commenced rehabilitation within three months and Ancillary vehicles should be kept off exposed areas to avoid potential disturbances of these areas When loading and unloading material the drop height of the material should be minimised the
front end loader should tip the bucket only when it is close to the ground the bed of the truck or the material pile being added to
Minimise spillage from loadingunloading and clean up any spillage immediately
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 50 Patons Lane Resource Recovery Centre Orchard Hills
Use of watering to ensure moisture content of material handling is sufficient to minimise dust generation and
During periods of high wind speeds (gt8ms) and winds blowing towards the sensitive receivers the material handling activities should be minimised or cease when excessive visible plumes of dust cannot be abated
Haul roads should be watered regularly using water carts such that the road surface has sufficient moisture to minimise on-road dust generation but not so much as to cause muddirt track out to occur
Roads that are heavily used or used for a long term and cannot be maintained in a low-dust state by watering should be sealed
Sealed haul roads should be cleaned regularly on a weekly basis or more frequently as required using a street sweeper or similar type of equipment When spillage occurs it should be cleaned as soon as possible
Vehicle traffic should be restricted to designated routes that can be managed by regular watering A speed limit of no more 40 kilometres per hour should be imposed on-site To minimise mud or dirt track out (eg during prolonged wet rainy periods) a wheel wash or
grids are to be installed and used near exit points Public streets should be cleaned regularly on a weekly basis or more frequently as required to
remove any dirt tracked onto sealed roads Vehicle loads should be secured and covered when transporting materials off-site The exposed
surface of dusty materials to be hauled may be watered if necessary Materials should be loaded onto vehicles in a uniform level manner and not be higher than the
highest part of the vehicle load compartment and The number of trips should be minimised by maximising the vehicle load but not overloading
40 MAINTENANCE MONITORING AND KEY PERFORMANCE INDICATORS Once the project commences weed management and maintenance of the existing and proposed vegetation becomes the most critical aspect of the Plan As the works progress over the 25 year life of the project the areas to maintain will increase significantly but established areas will gradually require less intense maintenance In effect the maintenance effort and costs will largely remain constant over the length of the project This will include 5 years of post closure maintenance As such an ongoing maintenance budget for 30 years is calculated as follows Say 40hrsweek for 52 weeksyear for a total of 30 years $45hour = 40 x 52 x 30 x 45 = $2808000 plus CPI or an average of $93000year The maintenance works will be guided at all times by the principles outlined in this Plan and according to best practice Bush Regeneration techniques For this reason it is necessary that the works be undertaken by an approved and qualified bush regeneration company The native plant communities that are created during the Site Establishment stage will largely maintain themselves once they are well watered and survived the first summer The majority of the maintenance work involves the management and control of weeds This work is to be carried out on an ongoing basis from the commencement of the project and according to the best practice Bush Regeneration techniques outlined specifically in Section 36 Weed Management Strategy All the management principals as outlined in Section 30 Site Management are to be part of this maintenance strategy including erosionstormwater controls fencing follow up seeding and
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 51 Patons Lane Resource Recovery Centre Orchard Hills
revegetation of native forest and woodlands Particular attention will be paid to identifying and addressing areas of post closure settlement Attention is drawn to the fact that it is proposed to place temporary stockpiles on completed sections of each cell in order to provide static loading and hence reduce the incidence of post closure settlement Where necessary filling topdressing and reseeding will be undertaken If it does occur it is likely to be in the pasturegrasslands of the site The site will be monitored on a regular basis and will include monthly and annual reporting Monthly reports will cover the following
Revegetation and fencing works undertaken (areas distance quantities and locations) Maintenance works undertaken (areas techniques herbicides used and locations) Significant incidents in terms of weather events impacts by RRC activities pests disease
feral animals Analyse and adjust works program to suit site conditions and progress
Annual reports will summarize the yearrsquos activities and performance as follows
Areas stabilized and revegetated Analysis of plant growth rates and survival rates Analysis of weed densities varieties and distribution Maintenance works undertaken and handover of stable areas as new areas come online Monitor and address any areas of settlement or areas where unwanted ponding occurs Reassess restoration works program and budget Make recommendations of what changes could be incorporated into the Plan to better achieve
the stated aims and objectives At the end of each year the works will be subject to independent audit as per consent conditions and application will be made for partial release of bond monies Those areas that are completed and signed off will enter the maintenance phase of the project They should be fenced off and access limited to maintenance staff Key Performance Indicators (KPIs) will be used to assess progress on the site and will include the following
Photo Monitoring Points (as located on Drawings PL201709A and PL201710A) Photo Monitoring Points will also include Commonwealth Land to the south and west of the
site and private land to the north and east of the site Analysis of plant growthsurvival rates through calculations of native plant densitysize Analysis of weed infestation and controls through calculations of weed densitysize and
weed speciesdistribution The values that the Plan is aiming for is as detailed in Table 7 below The existing situation is regarded as the baseline level In regards to native plants the datumbaseline level is currently 1m2 and 150mm high In regards to weeds the whole site is considered to be heavily infested by dense plumes of numerous species as indicated in Table 3 above As rehabilitation progresses further Photo Monitoring points will be added to assess newly completed areas
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 52 Patons Lane Resource Recovery Centre Orchard Hills
Table 7 Key Performance Indicators PERFORMANCE CRITERIA DURATIONTIME LEVEL REQUIRED Reduction in weeds on site (densitysize) Year 1 50 Year 2 60 Year 3 70 Year 4 80 Year 5 (ongoing) 90 Reduction in weeds on site (speciesdistribution) Year 1 10 Year 2 20 Year 3 30 Year 4 40 Year 5 (ongoing) 50 Increase in native plant density Year 1 200 Year 2 50 Year 3 10 Year 4 10 Year 5 (ongoing) 10 Increase in native plant size Year 1 100 Year 2 100 Year 3 100 Year 4 80 Year 5 60
50 RESTORATION WORKS PROGRAM Based on the current information for the operation of the Resource Recovery Centre the following program has been developed It will be subjected to regular modifications as the project is delivered and the annual reports are prepared and analysed
Table 8 Estimated Restoration Works Program TASK ITEM DURATIONTIME RESPONSIBILITY Stage 1 Site Establishment Works 12 MonthsWeek 1 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Mowslash boundary Zone 2 1 weekweek 2 Target and address erosionstormwater problems Ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 3-4 weeksweek 3 SRC and Huon Target and remove flowering spreading weeds in Zones 2 and 3
24 weeksweek 4 SRC and Huon
Revegetation works to Zone 2 (earthworks complete) 4 weeksweek 24 SRC and Huon Erectmodify exclusion and sediment fencing Zone 2 1 weekweek 24 SRC and Huon Revegetation works to Zone 3 (earthworks complete) 4 weeksweek 36 SRC and Huon Erectmodify exclusion and sediment fencing Zone 3 1 weekweek 36 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 53 Patons Lane Resource Recovery Centre Orchard Hills
TASK ITEM DURATIONTIME RESPONSIBILITY Stage 1a Site Establishment Works ndash Riparian Zone 12 MonthsWeek 1 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Target and address erosionstormwater problems ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 1 weeksweek 2 SRC and Huon Target remove flowering spreading weeds in Zone 1 3-4 weeksweek 3 SRC and Huon Revegetation works to Zone 1 (earthworks complete) 1-2 weeksweek 8 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
TASK ITEM DURATIONTIME RESPONSIBILITY Stage 2 Rehabilitation Phase (Stage 1 Cell 1) 12 MonthsYear 2-3 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Cultivate and prepare soils for rehabilitation progressivelyweek 2 SRC and Huon Target and address erosionstormwater problems ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 1 weeksweek 3 SRC and Huon Revegetation works to Zone 3 (earthworks complete) 1-2 weeksweek 4 SRC and Huon Hydromulching to Zone 3 1 weekweek 5 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
TASK ITEM DURATIONTIME RESPONSIBILITY STAGE 3 On-going RehabilitationMaintenance and Monitoring Phase
25-30 YearsYear 2
Rehabilitation of sections of site as earthworks complete and as per Stage 2 above
Ongoing SRC and Huon
Ongoing maintenance and monitoring (All Zones) Ongoing SRC and Huon Monthly Reports Monthly SRC and Huon Annual Reports Annually SRC and Huon
As each new section of the site is completed capped and handed over for rehabilitation the program for its final rehabilitation sign off and closure will proceed as outlined above in Stage 2 Rehabilitation Phase Progressively this process will work through Stage 2 Cell 1 to Stage 6 Cell 1 and so on until completed for instance at Stage 6 Cell 3 60 RESTORATION WORKS BUDGET The restoration works budget has been prepared to give an accurate outline of the expected costs to implement the BWLampVMP It includes all costs up to and including 5 years post closure maintenance and monitoring As part of the monitoring process and annual reporting both the budget and the program will be assessed and modified as required All costs are based on current industry rates in 2017 dollar terms and will require the application of annual CPI increases for future budgets
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 54 Patons Lane Resource Recovery Centre Orchard Hills
Table 9 Restoration Works Budget
Estimated Quantity for Life of Project and Allocation (2017 dollars)
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
All Site setup
Inductions SWMS programs administration Item 8 $100000 $1000 $1000 $1000 $5000 $8000
Collect seeds and propagate
Collect and propagate locally endemic species Seedlings 120000 $050 $10000 $10000 $10000 $5000 $25000 $60000
Annual reporting
Prepare and present annual reports as per Plan
Yearly item 30 $50000 $500 $500 $500 $500 $500 $12500 $15000
Monthly reporting
Prepare and present monthly reports as per Plan
Monthly item 360 $10000 $1200 $1200 $1200 $1200 $1200 $30000 $36000 $119000
Yearly total $12700 $11700 $12700 $6700 $2700 $72500
1 Riparian Zone River Flat Eucalyptus Forest
Fencing
Supply and install stockexclusionsilt fencing metre 500 $2500 $10000 $1500 $1000 $12500
Bioswales
Shape swales and respread stripped topsoil metre 200 $3000 $5000 $1000 $6000
Access tracks
Strip topsoil shape and compact track with site gravel metre 150 $4000 $5000 $1000 $6000
Erosion controls - General
Supply and place jute stones boulders and coir logs metre 250 $4000 $3000 $2000 $5000 $10000
Erosion controls - Construction works Controlled Activity Approval Works
Desilting of Dam 2 installation of outlet structures including spillways and erosion protection of the dam discharge and other water flows to Blaxland Creek as per CAA Application Item 1 $7500000 $75000 $75000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 15000 $1000 $30000 $30000 $30000 $20000 $15000 $25000 $150000
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 55 Patons Lane Resource Recovery Centre Orchard Hills
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 12000 $1000 $40000 $40000 $20000 $2000 $1000 $17000 $120000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 15000 $1000 $30000 $30000 $30000 $20000 $10000 $30000 $150000 $529500
Yearly total $198000 $105500 $80000 $42000 $26000 $78000
2 Boundary Zone Cumberland Plain Woodland
Fencing
Supply and install stockexclusionsilt fencing metre 3600 $2500 $30000 $30000 $20000 $10000 $90000
Bioswales
Shape swales and respread stripped topsoil metre 4000 $3000 $40000 $40000 $20000 $20000 $120000
Access tracks
Strip topsoil shape and compact track with site gravel metre 2700 $3500 $40000 $40000 $10000 $90000
Erosion controls Supply and place jute stones and coir logs metre 2000 $2000 $20000 $10000 $10000 $40000
Slashing
Slash pastures and prepare for weed control revegetation
square metre 40000 $050 $10000 $5000 $1000 $500 $500 $3000 $20000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 40000 $1000 $50000 $50000 $50000 $40000 $30000 $180000 $400000
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 35000 $1000 $60000 $60000 $50000 $5000 $5000 $170000 $350000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 40000 $1000 $45000 $45000 $40000 $10000 $10000 $250000 $400000 $1510000
Yearly total $295000 $280000 $201000 $55500 $45500 $633000
3 QuarryLandfill Zone
Pasture land and screen planting
Fencing
Supply and install stockexclusionsilt fencing metre 3000 $2500 $20000 $20000 $10000 $25000 $75000
Bioswales
Shape swales and respread stripped topsoil metre 1000 $3000 $5000 $5000 $20000 $30000
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 56 Patons Lane Resource Recovery Centre Orchard Hills
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Access tracks (temporary)
Strip topsoil shape and compact temporary track with site material metre 3000 $2000 $10000 $10000 $10000 $30000 $60000
Erosion Controls Supply and place jute stones and coir logs metre 3000 $2000 $5000 $5000 $5000 $45000 $60000
Slashing
Slash pastures and prepare for weed control revegetation
square metre 530000 $050 $10000 $10000 $5000 $5000 $5000 $230000 $265000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 530000 $100 $20000 $20000 $20000 $10000 $10000 $450000 $530000
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 40000 $500 $30000 $30000 $20000 $20000 $20000 $100000 $220000
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Hydromulching
Apply hydromulch to disturbed and completed landforms
square metre 530000 $200 $60000 $60000 $20000 $20000 $20000 $880000 $1060000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 530000 $200 $20000 $20000 $20000 $20000 $20000 $960000 $1060000 $3360000
Yearly total $180000 $180000 $95000 $90000 $75000 $2740000
TOTAL $685700 $577200 $388700 $194200 $149200 $3523500 $5518500 $5518500
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 57 Patons Lane Resource Recovery Centre Orchard Hills
70 PLAN REVIEW AND MODIFICATION PROCEDURES As discussed previously in this plan the success of the entire rehabilitation process is dependent upon a number of unknown and dynamic natural processes taking place on the site The principles of bush regeneration recognize factors and must work with their impacts constantly in mind These natural processes include the following
Changing weather and soil conditions Varying rates of plant growth Uncertain seed banks Changing sources and causes of weed outbreaks Uncertain rates of natural regeneration
Short term and long term changes in any of these factors will affect the rehabilitation works being undertaken It is for this reason that the Plan presented here is an adaptive management plan This allows the scope of works to be adjusted and modified on a regular basis and as required The annual and monthly reports will monitor and identify any opportunities or constraints that may occur The regular reporting will then formulate the best work procedures to adopt and modify the plan to suit the site conditions This will enable prioritization of the budget and manpower to capitalize on any advantageous conditions and to control any threatening processes 80 SUMMARY AND CONCLUSION The current site is an environmentally degraded site The proposed Resource Recovery Centre has an opportunity to restore the entire site into a valuable and usable landscape that combines stock grazing with native bush land of high ecological significance and biodiversity It will help protect conserve and enhance a number of EECs and restore the rural setting of the site Implementation and on-going management of the site as proposed in this Bund Wall Landscaping and Vegetation Management Plan and the associated Rehabilitation Plan will achieve the required outcomes if it is implemented thoroughly and in a timely manner The Plan complies with all the relevant conditions of approval The Plan will exceed the environmental outcomes specified in the FMPPR and project approval The four key factors to be achieved by this Plan are detailed above and summarized below Control unnecessary further degradation during the site establishment and operation
phases by limiting the footprint created by the earthworks quarrying activities and the delivery of services on the site
Monitor and treat weed outbreaks with best practice bush regeneration techniques while encouraging native regeneration and undertaking revegetation
Restore the site to the natural mature landscape as quickly as possible Protect the two Ecologically Endangered Communities ndash Cumberland Plain Woodland
and River Flat Eucalyptus Forest
Rodney Cox AAILA
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Appendix 1
Site Establishment ndash Rehabilitation and Landscaping
Plan Drawing No PL201709A dated 10 January 2017
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Appendix 2
Landform and RehabilitationLandscaping Plan Drawing No PL 201710A dated 10 January 2017
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 1
Approval from DPampE to Stage Plan
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 2
Approval from DPampE for Huon Designs to undertake Plan
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 3
GHD Plans and Cross sections for Bund Reshaping and Related Works
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 4
Survey of Riparian Zone and DPI Water policies and guidelines
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 5
Report on EEC Impacts Project Approval Document Schedule 6 Condition 5 c
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 6
Reconciliation of the Requirements of Schedule 7 of the Project Approval
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 7
Response from Agencies
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Appendix 1
Site Establishment ndash Rehabilitation and Landscaping Plan Drawing No PL201709A dated 10 January 2017
Page 58 of 136
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Appendix 2
Landform and RehabilitationLandscaping Plan Drawing No PL 201710A dated 10 January 2017
Page 60 of 136
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Attachments 1
Approval from DPampE to Stage Plan
Page 62 of 136
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~-tk ---NSW GOVERNMENT
Planning amp Environment
Mr David White General Manager - Operations and Compliance Patons Lane RRC davidwhitepatonslanecomau
Dear Mr White
Contact Emma Barnet Phone 9228 6412 Email emmabarnetplanningnswgovau
Orchard Hills Waste and Resource Management Facility (MP 09_0074)
Thank you for your email of 8 February 2015 and letter of 5 May 2016 requesting the Secretarys approval for the staging of the submission of the Quarry Operation Management Plan (required by Condition 4 of Schedule 5) and engineering plans (required by Condition 6 of Schedule 3) in accordance with Condition 32 of Schedule 3 of the above Project Approval
The Department notes that Patons Lane RRC is seeking approval to submit the above plans in three distinct Stages as follows
1 Stage 1- which would cover the period to the end of the excavation of Cell 1 2 Stage 2 - which would cover the period to the end of the excavation of Cell 2 and 3 Stage 3 - which would cover the period to the end of the excavation of Cell 3
The Department has reviewed your request and approves the staging of the pre-site establishment management plans as above
If you have any enquires on this matter please contact Emma Barnet on 9228 6412 or emmabarnetplanningnswgovau
Yours sincerely
C auie_ C~ris Ritchie cf r 6 Director Industry Assessments As the delegate of the Secretarys
Department of Planning amp Environment 23-33 Bridge Street Sydney NSW 2000 I GPO Box 39 Sydney NSW 2001 I T 02 9228 6111 I F 02 9228 6455 I wwwplanningnswgovau Page 63 of 136
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Bingo IndustriesNov 01 2017 1837
Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 2
Approval from DPampE for Huon Designs to undertake Plan
Page 66 of 136
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Moumlbius p a r t n e r s ACN 605 342 550
MarketingEducationPlanningMediaCommunicationIssuesManagementStrategySustainabilityRecoveryRecyclingWasteDiversionTechnology
4 August 2015 Ms Carolyn McNally Secretary Department of Planning and Environment (DPampE) GPO Box 39 Sydney NSW 2001 Attention Mr Chris Ritchie Manager Industry by Email ChrisRitchieplanningnswgovau Re Orchard Hills Waste Project - Land amp Environment Court ndash Director Generals Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works Further to our letter of 27 April 2015 and conversations that your David Mooney has had with our Ben Haynes from Jensen Bowers since our meeting on 9 June 2015 we provide an amended schedule of consultants to address the issues raised by DPampE The changes to Table 1 (previously provided) have been highlighted in red for ease of reference These changes have been summarised below
1 Noise Expert assisting Lead Auditor ndash Richard Hayden of Acoustic Dynamics
We have replaced EMMGA with Richard Hayden of Acoustic Dynamics to assist the lead Auditor in addressing the noise issues relating to the audit Richardrsquos CV is also attached
2 Civil and Structural Engineers assessing capacity of Road Bridge on Luddenham Road - Taylor Thompson Whiting
We understand that DPampE had some concerns that the traffic engineer Craig Hazel did not have the technical expertise to undertake the investigations relating to the structural capacity of the Bridge on Luddenham Road south of the Mamre Road intersection We confirm that we propose to use TTW a very reputable firm of structural and civil consulting engineers to undertake this specialist task Details of this firm can be found at httpwwwttwcomau We note the Consent requirement for ldquoThe investigation must be carried out in consultation with Council and to the satisfaction of the Director Generalrdquo 3 Quarry Operation Management Plan ndash Greg Thompson of VGT
We propose Greg Thompson of VGT to undertake the preparation of the Quarry Operation Management Plan Greg has considerable experience in this field and was the preferred consultant for CSR Brickmaking who wish to extract the clay and shale resource
We note that no formal DPampE approval endorsement of the consultants undertaking this task was required by the Consent for this task We have however provided a CV as a courtesy
Page 68 of 136
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Re Director Generalrsquos Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works
Page 2 of 3
4 Asbestos and Contamination Management Plan (and CLM Act Audit Statement)
a Preparation of Asbestos and Contamination Plan - HIBBS amp ASSOCIATES PTY LTD Occupational Health amp Safety Consultants Environmental Management Consultants
We previously nominated SGA ndash KPMG for this role Hibbs and Associates have considerable experience with asbestos related issues and we believe that this firm is better suited to this particular task CVs for each of the staff members for this project including the principal Philip Hibbs are attached for DPampE review We disclose that Hibbs and Associates provided the previous owner with a quotation for hourly rates to undertake works on the site We confirm that no works were undertaken whatsoever and no payments we made to Hibbs and Assocaites in respect of this project by anyone Under these circumstances Hibbs and Associates meet the requirement of the Consent that they are independent We attach the only document relating to Hibbs and Associates which is a two page quotation
b Audit ndash Dr Ian Swane (Jacobs) We also wish to clarify that the Audit component of these works will be undertaken by Dr Ian Swane who is also an accredited EPA auditor Dr Swanersquos CV details have been provided previously
5 Establishment of Community Liaison Committee and Website Construction and Communications Plan ndash OFP Communications
These two tasks will be undertaken by Diana Forrester and Oliver Forrester of OFP Communications
We note that no formal DPampE approval endorsement of the consultants undertaking this task was required by the Consent for this task We have however provided a CV as a courtesy We also advise that the scope of works undertaken by OFP will include broader community consultation and liaison issues as we discussed during our last meeting on 9th June 2015 A CV for OFP is also attached confirming their experience with quarrying and waste related projects
We would appreciate your early response to our nominations
Yours sincerely
David White ndash Director Mobius Partners
Mobile 0434 560 022 Email davidwhiteraconsultingnetau
Page 69 of 136
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Re Director Generalrsquos Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works
Page 3 of 3
Attachments
Table 1 ndash Audit Tasks and Consent Conditions ndash cross referenced to nominated consultants ndash changes to original Table 1 highlighted in red CVs
1 Noise Expert assisting Lead Auditor ndash Richard Hayden of Acoustic Dynamics 2 Quarry Operation Management Plan ndash Greg Thompson of VGT 3 Preparation of Asbestos and Contamination Plan - HIBBS amp ASSOCIATES PTY LTD Occupational
Health amp Safety Consultants Environmental Management Consultants a CVs b Quotation Document
4 Establishment of Community Liaison Committee and Website Construction and Communications Plan ndash OFP Communications
Page 70 of 136
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TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
1 36 Detailed Engineering Plans
1A
Douglas Partners (geotechnicallandfill
engineeringleachate andgroundwater)
1A1 John Russell1A2 James Pitcher
1A3 Mike Nash1A4 Mike Thom
Inhouse NPER3 Engineer requiredNo formal DPampE approval endorsement of consultants
required by Consent for this task
Previously worked on project
1B
Not required
1C
Dr Ian Swane Jacobs (Geotechnicallandfill engineering leachate and
groundwater)
Table 1 Nomination of Consultants and Auditors 30 7 15 1 of 10Page 71 of 136
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TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
2 311 Pre Site Establishment Audit
2A
Not required see Column C
2B
Not required see Column C
2C1
Lead Auditor Trevor Brown Trevor Brownand Associates
Alternates
2C2 Ken Holmes KMH Environmental
2C3 Julie Dickson DECA
3 313 Surrender of Existing Consents
3A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
3B
Not required see Column C
3C
Not required done by Lead Auditor
4 315Obtaining Licences (EPL) and other
Approvals
4A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
4B
Not required see Column C
4C
Not required done by Lead Auditor
Table 1 Nomination of Consultants and Auditors 30 7 15 2 of 10Page 72 of 136
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TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
5 33 Dilapidation Report
5A
To be done by registered consultingengineer No formal DPampE approval
endorsement of consultantsrequired by Consent for this task
5B
Not required see Column C
5C
Lead Auditor assisted by Mark Tooker NPCConsulting (civil engineering)
6 47Asbestos and Contamination Management
Plan (and CLM Act Audit Statement)
6A
Consent condition requires thatindependent consultant be used for
these works
6B
Philip Hibbs and AssociatesAsbestos and Contamination
Management Plan
6B1 Philiip Hibbs6B2 Michael Fisher
6B3 Samantha OCallaghan6B4 Vanessa Bannatyne
6C1
Dr Ian Swane (asbestos and contaminatedland issues and audit)
7 416Air Quality and Greenhouse Gas
Management plan
7A
Aleks Todoroski Todoroski AirSciences (air quality and greenhouse
gas)
7B
Not required
7C
Iain Cowan ERM (air quality andgreenhouse gas)
Table 1 Nomination of Consultants and Auditors 30 7 15 3 of 10Page 73 of 136
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confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
8 42 Soil Water and Leachate Management Plan
8A1 (see 1A1 4)
James Pitcher John Russell MikeNash Mike Thom Douglas Partners
(Leachate and groundwater)
8A2
Craig Bagnall Niche EH (surfacewater soils)
8A3
Mark Wainwright BMT WBM(surface water soils)
All previously worked on project
8B
Not required
8C1 (see 1C)
Dr Ian Swane Jacobs (GeotechnicalLand ll engineering)
8C2 (see 52)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
Table 1 Nomination of Consultants and Auditors 30 7 15 4 of 10Page 74 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
9 426 Noise Management Plans
9A
John Wasserman and Brian ClarkeWilkinson Murray (Acoustic
Consultants) Previously worked onproject
9B
Not required
9C
Richard HaydenAcoustic Dynamics (PrincipalManaging
Director)
10 43Construction Traffic Management Plan and
Bridge Investigation
10A
No formal DPampE approval endorsement of consultants
required by Consent for this task
Craig Hazel Traffic Solutions Pty Ltd(Traffic Engineers) Previously
worked on project
Bridge Investigations beingundertaken by specialist structural
and civil engineering firm TTW(Taylor Thompson Whiting)
10B
Not required
10C
Tim Rogers andor Josh Hollis ColstonBudd Hunt amp Kafes Pty Ltd (Traffic
Engineers)
Table 1 Nomination of Consultants and Auditors 30 7 15 5 of 10Page 75 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
11 439 Landscaping at 202 Luddenham Rd
11A
No formal DPampE approval endorsement of consultants
required by Consent for this task
Huon Designs (Landscape Architectslandform design constructionrestora on and maintenance)
11A1 Rod Cox11A2 Robyn Cox
11B
Not required
11C
Alex Fraser Fraser Environmental(Statutory compliance environmental
rehabilitation natural resourcemanagement)
12 44Bund Wall Landscaping and Vegetation
Management Plan
12A (see 11A)
No formal DPampE approval endorsement of consultants
required by Consent for this task
Huon Designs (Landscape Architectslandform design constructionrestoration and maintenance)
12B
Not required
12C (see 11C)
Alex Fraser Fraser Ecological Consulting(Statutory compliance environmental
rehabilitation natural resourcemanagement)
Table 1 Nomination of Consultants and Auditors 30 7 15 6 of 10Page 76 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
13 443 Fire and Emergency Management Plan
13A
Planager Pty Ltd (Risk Assessmentand Emergency Planning)
13A1 Karin Nilsson13A2 Anne Lewis
13B
Not required
13C
Dean Shewring Pinnacle Risk Management(Risk Assessment and Emergency Planning)
14 445 Install Site Security
14A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
14B
Not required
14C
Lead Auditor
15 446 Rehabilitation Plan
15A (see 11A)
Rod Cox and Robyn Cox HuonDesigns (Landscape Architectslandform design constructionrestoration and maintenance)
15B
Not required
15C (see 11C)
Alex Fraser Fraser Environmental(Statutory compliance environmental
rehabilitation natural resourcemanagement)
Table 1 Nomination of Consultants and Auditors 30 7 15 7 of 10Page 77 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
16 51Establishment of Community Liaison
Committee
16A
Diana ForresterOFP Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
16B
Not required
16C
Lead Auditor
17 54 Quarry Operations Management Plan
17A
Mr Greg ThompsonVGT Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
17B
Not required
17C
Phil Towler EMGA Mitchell McLennan(Environmental assessment amp
management)
Table 1 Nomination of Consultants and Auditors 30 7 15 8 of 10Page 78 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
18 55Landfill Environmental Management Plan
LEMP
18A1 (see 1A1 4)
John Russell Mike Nash Mike ThomDouglas Partners (Leachate and
groundwater)
18A1 (see 8A2 and 8A3)
Craig Bagnall Niche EH and MarkWainwright BMT WBM (surface
water soils)
All previously worked on project
18B
Not required
18C1 (see 1A)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
18C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
19 51Website Construction and Communications
Plan
19A
Diana ForresterOFP Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
19B
Not required
19C
Lead Auditor
Table 1 Nomination of Consultants and Auditors 30 7 15 9 of 10Page 79 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
20 7Fn Plan for Disposal of Water in Cell 1
20A
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
20B
Not required
20C (see 1A)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
20C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
21 7I Installation and Monitoring of Piezometers
21A (see 1A)
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
21B
Not required
21C (see 1C)
Dr Ian Swane Jacobs(GeotechnicalLandfill)
22 7J Construction Quality Assurance Plan
22A (see1A)
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
22B
Not required
22C1 (see 1C)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
22C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
Table 1 Nomination of Consultants and Auditors 30 7 15 10 of 10Page 80 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 3
GHD Plans and Cross sections for Bund Reshaping and Related Works
Page 81 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SEDIMENT DAM 4 RELOCATION (401)
CONTINGENCY STOCKPILE AREA (601 AND 602)
NORTHEASTERN BUND(101 AND 102)
ADDITIONAL TRIMMING FORNORTHEASTERN BUND(INCLUDED IN 101 AND 102)
ADDITIONAL TRIMMING FORNORTHWESTERN BUND(INCLUDED IN 103 AND 104)
NORTHWESTERNBUND (103 AND 104)
SOUTH AND SOUTHWESTERNBUND (105)
RRA PLATFORM (501 AND 502)
NORTHERN RRA BUND (503)
SOUTHERN RRA BUND (504)
INITIAL LEACHATE EVAPORATIONDAM (301 AND 302)
SEDIMENT DAM 5 (402)LOCATION UNDER REVIEW
CELL 1 (201 AND 202)
CELL 2 (203 AND 204)
CELL 3 (205)
INTERCELL BUNDEXCAVATION (206)
EASTWEST BUND BOUNDARY
NORTHEASTERN BUND EXCAVATION - DELAYED WORKS(106)
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 429 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK001dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
BULK EARTHWORKS
001
B
21-25736
PRELIMINARY
1100
SEP 2016
A INITIAL ISSUE AD 060916
B REVISED AD 101016
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW FREEBURN
LAND ENGINEERING amp MINING SURVEYORS DATEDAUGUST 2007 AND SEPTEMBER 2016
2 TO BE READ IN CONJUNCTION WITH PRELIMINARY BULKEARTHWORKS ESTIMATES (GHD 2016)
3 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
Page 82 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
CH 200CH 400
CH 500CH 600
CH 700
CH 800
CH 900
CH 1000
CH 1100
CH 0CH 100
CH 200
CH 300
CH 400
CH 500
CH 700
CH 800
CH 100
CH 300
CH 1200
CH 600
CH 0
CH 100
CH 200
CH 300
NORTHERN BUNDREFER SK003 - SK005
NORTHERN BUNDREFER SK003 - SK005
SOUTHERN BUNDREFER SK006 - SK008
SOUTHERN BUNDREFER SK006 - SK008
RRA BUNDREFER SK009
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 423 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK002dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED PERIMETER BUNDS
002
C
21-25736
PRELIMINARY
12000
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW FREEBURN
LAND ENGINEERING amp MINING SURVEYORS DATEDAUGUST 2007 AND SEPTEMBER 2016
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPERTY BOUNDARY
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 83 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 100
-100
0036
0835
05-9
490
3660
3539
-895
238
0035
75-8
363
3877
3609
-784
837
8636
28
-722
637
5936
53
-657
137
5936
79
-592
437
5937
05-5
384
3759
3726
-467
137
5937
54-4
143
3759
3776
-349
437
7338
27-2
899
4001
4099
4182
-221
042
3343
9544
13-1
664
3901
4630
4475
-109
835
1148
7345
40
000
3399
5300
4630
611
3392
5127
4660
1699
3386
4598
4714
2207
3376
4604
4739
3288
3334
4317
4793
3799
3301
4112
4818
4340
3100
3898
4845
5087
2900
3601
4881
5734
2846
3342
4913
6475
2709
3048
4949
7016
2548
2832
4975
7614
2403
2594
5003
8126
2381
2398
5018
8653
2335
2325
5033
9384
2218
2330
5055
1000
022
2223
9550
73
OFFSET
EXISTING SURFACE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL 95
CH 300
-100
0036
2236
22-9
396
3669
3670
-847
937
3437
41
-768
938
0037
99
-675
838
7838
69-6
238
3918
3913
-544
539
5739
82
-445
540
5840
91
-374
042
3441
69-3
229
4231
4212
-266
944
0043
7142
42
-203
946
0146
0342
75-1
512
4768
4797
4303
-919
4898
5015
4332
000
4753
5300
4377
569
4400
5146
4405
1195
4116
4836
4437
1776
4020
4548
4465
2432
4033
4448
4498
3024
4053
4439
4527
3548
4047
4229
4554
4103
3852
4007
4581
4691
3516
3772
4610
5203
3201
3567
4634
6264
3124
3143
4686
7707
3105
3027
4756
9008
3063
3005
4819
9601
2987
2997
4848
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 165
CH 400
-100
0040
7740
62
-887
641
1340
99
-689
941
8641
99-6
386
4204
4207
-413
342
3043
06
-344
643
0043
37
-250
044
0044
4243
78-2
000
4567
4632
4400
-143
247
6848
4744
26
000
4892
5300
4491
530
4527
5135
4515
1157
4300
4822
4544
1692
4311
4555
4568
2537
4333
4313
4605
5489
4354
3238
4728
8657
4368
2823
4864
9328
4300
2844
4891
9978
4252
2864
4918
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 145
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
CH 200
-100
0037
093
3703
-920
437
359
3739
-865
537
627
3764
-796
038
000
3795
-740
940
000
3863
3901
-683
643
000
3942
3968
-623
344
221
4025
4040
-564
846
507
4112
4116
-510
949
691
4192
4279
-445
252
000
4235
4476
-359
652
261
4287
4733
-286
052
453
4333
4954
-229
852
000
4368
5123
-169
151
000
4405
5300
-110
248
382
4434
5205
000
4257
744
8946
9355
640
000
4517
4505
1230
3716
745
5145
1217
9734
018
4380
4580
2821
3141
939
9446
31
3451
3185
237
6146
6239
5730
000
3577
4687
5584
2803
430
1247
68
6378
2800
029
4548
08
7074
2800
029
4048
42
7915
2800
029
3448
83
9690
2760
929
2249
69
OFFSET
EXISTING SURFACE
DATUM RL 150
4088
4156
4205
FINAL LANDFORM
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1052 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 1
003
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 84 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 500
-100
0041
7041
48-9
408
4175
4146
-854
041
8041
45
-788
641
8141
50-7
301
4185
4159
-661
041
8941
73-6
108
4190
4184
-535
142
0842
05-4
820
4303
4228
-427
741
2342
51-3
757
4220
4274
-320
242
8543
5942
98-2
640
4599
4537
4324
-213
649
0046
9843
48
-149
549
1349
0343
78
-881
4701
5100
4407
000
4294
5300
4450
1078
3996
4849
4501
1829
4001
4486
4538
2771
4007
4244
4583
4528
4020
3682
4668
5178
4026
3275
4700
5686
4173
2936
4724
6660
4383
2903
4772
7329
4349
2923
4805
8454
4340
2955
4860
9358
4370
2980
4904
1000
043
8929
9749
36
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 160
CH 600
-100
0040
0640
00
-922
940
2440
26
-849
140
4640
51
-709
641
0041
13
-556
741
5741
95
-490
041
6942
28
-352
641
9943
1942
93-2
947
4570
4492
4320
-243
248
9946
4543
45
-164
550
0648
8043
82-1
075
4800
5049
4409
000
4427
5300
4461
645
4320
5077
4492
2247
4378
4367
4569
3154
4405
4395
4612
3898
4427
4216
4646
4925
4494
3729
4693
5791
4485
3222
4732
6367
4643
3007
4757
7298
4536
3036
4800
8208
4459
3064
4843
8994
4444
3088
4881
9538
4454
3104
4907
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 170
CH 700
-100
0040
5940
57
-920
640
8940
71
-750
941
3941
18
-501
842
0041
91
-433
042
0242
18
-336
242
1742
63-2
804
4440
4370
4289
-217
747
9745
9643
19
000
5083
5303
4419
2419
5080
4421
4538
3780
5061
4511
4604
4324
5076
4573
4627
4909
5087
4623
4654
6932
5128
4360
4746
9573
5101
4088
4875
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 260
CH 800
-100
0042
40
-922
342
68
-837
242
71
-733
042
8643
44
-668
043
0043
54
-591
843
2243
72
-495
343
2843
94
-372
343
2844
00-3
200
4400
4471
4400
-266
046
9946
6744
68-2
123
5000
4862
4543
-957
5220
5285
4625
000
5209
5508
4651
761
5203
5172
4663
1477
5125
4822
4668
2632
5114
4544
4668
3147
5108
4544
4668
3907
5095
4548
4665
4424
5100
4566
4660
4964
5110
4586
4654
5586
5100
4589
4646
6560
5015
4620
4640
7252
4909
4641
4632
7769
4859
4636
4627
8406
4780
4675
4622
8921
4695
4688
4619
9509
4616
4458
4616
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 285
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1053 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 2
004
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 85 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 900
-100
0044
2644
29
-836
144
5544
73
-621
044
9145
46-5
665
4499
4564
-484
346
0046
6245
91-4
296
4898
4777
4639
-378
951
7348
8347
09-3
188
5410
5008
4803
-236
253
9951
8149
32
-163
153
8953
3450
00
-905
5398
5485
5000
000
5331
5605
5008
1914
5163
4889
5049
3583
5100
4370
5085
4106
4837
4121
5088
4701
4572
3838
5091
5430
4600
3409
5099
6014
4557
3326
5113
8751
4555
3299
5137
9298
4793
3293
5143
1000
048
6332
8751
45
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 200
CH 1000
-100
0045
83
-937
745
8745
95
-766
845
9046
00-7
078
4599
4600
-455
646
3946
87
-382
347
0048
4547
23-3
321
4979
4969
4754
-280
152
6650
9647
85
000
5564
5672
5032
863
5500
5333
5052
1394
5168
5104
5064
1932
4831
4950
5077
4154
4720
4301
5129
4741
4722
4016
5143
5968
4753
3462
5172
8214
4742
3500
5224
8786
4744
3500
5236
9325
4800
3500
5248
1000
050
7034
4052
63
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 215
CH 1100
-100
0047
17
-903
447
35
-808
347
5647
29
-662
747
7547
81
-523
047
9948
00
-386
748
3448
00
-284
448
3348
8648
00-2
241
4900
5092
4800
-166
351
9152
8948
53-1
072
5567
5496
4932
000
5658
5738
5013
528
5652
5499
5024
2128
5600
4967
5060
2715
5300
4951
5072
3287
5000
4679
5085
3806
4901
4432
5096
6678
4932
2904
5155
7291
4942
2911
5168
8643
4936
2926
5193
9857
4932
2939
5213
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 165
CH 1200
-100
0047
50
-899
447
5446
72
-801
047
5247
37-7
508
4759
4746
-682
447
6147
43-6
285
4759
4747
-569
647
6547
59
-489
347
6647
60
-394
047
6947
56
-326
147
6047
68-2
705
4800
4882
4782
-215
951
4950
9647
95-1
607
5500
5312
4801
-100
958
9955
4648
20
000
5853
5804
4847
680
5851
5529
4866
1696
5900
5085
4890
2212
5600
4898
4901
2741
5248
4906
4909
3296
4900
4836
4912
5786
4888
3421
4975
7537
4935
3038
5006
1000
049
9230
6650
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 175
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION(INFERRED AT THIS LOCATION)
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 407 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 3
005
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 86 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
-100
0048
31
-927
748
08
-750
347
4747
53-6
959
4757
4765
-606
047
2447
50
-530
247
0347
42
-462
047
0047
35
-372
248
0047
31
-306
848
1748
05-2
475
4710
4821
-117
547
1048
56
-570
4710
4869
000
4710
4872
681
4710
4881
1350
4710
4891
4714
4710
4914
5537
4710
4919
6365
4710
4925
6885
4710
4928
7612
4710
4931
8151
4710
4931
1000
047
1049
14
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 325
CH 100
-100
0051
34
-920
651
55
-851
751
62
-778
051
56
-707
851
50
-596
951
0051
13
-535
151
0650
98
-365
050
2850
66-3
111
5007
5063
-256
452
6350
61-1
976
5574
5045
-142
559
7050
5056
22
000
6145
5067
5715
890
6101
5082
5750
1411
5863
5098
5727
1918
5580
5103
5575
2503
5201
5109
5505
3122
5035
5114
5286
3880
5008
5122
5018
4804
4985
5133
4939
5739
4982
5149
4934
6585
4983
5158
4929
7245
4998
5163
4926
7750
5013
5167
4923
8338
5039
5171
4920
8881
5063
5175
4917
9403
5071
5178
4914
9962
5053
5182
4911
OFFSET
EXISTING SURFACE
CELL DESIGN LEVEL
FINAL LANDFORM
SOUTHERN BUND DESIGN LEVEL
RRA PLATFORM
DATUM RL 360
CH 200
-100
0055
84
-920
955
52
-838
056
01
-759
556
00
-671
155
97
-606
855
87
-510
755
5255
62
-429
455
2255
33
-318
655
2155
14-2
612
5506
5505
-199
857
9955
0357
06-1
497
6049
5502
5714
000
6365
5496
5736
1467
6306
5493
5758
2105
6099
5495
5768
2654
5801
5497
5776
3194
5798
5499
3698
5167
5493
4403
4960
5483
5146
4976
5476
5877
5000
5477
7271
5009
5468
7872
4970
5466
9103
4921
5453
9997
4921
5448
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CH 300
-100
0057
88
-585
057
7756
00
-441
257
6456
00
-307
257
0156
00-2
544
5974
5600
5816
-199
162
8256
0058
06
-126
665
0756
0057
90
000
6485
5600
5761
1116
6400
5600
5736
1812
6346
5600
5722
2542
6318
5600
5708
3196
6001
5600
5699
3699
5800
5600
5691
4216
5611
5600
4903
5517
5600
5693
5399
5600
6290
5275
5593
6862
5238
5582
7589
5233
5570
8101
5138
5560
8921
5091
5547
9485
5000
5537
1000
049
4955
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
5657
5463
5207
4919
4915
4909
4906
4900
4895
5595
5419
5219
5152
5165
5129
5033
4971
4928
4914
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1056 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 1
006
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 87 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 400
-100
0054
5954
52
-938
054
5854
63-8
798
5457
5467
-678
254
9354
70
-611
455
0654
70
-546
155
0054
72
-361
954
8854
92-3
039
5756
5501
-249
960
2455
1058
76-1
944
6300
5518
5874
000
6439
5543
5866
1064
6476
5556
5862
1689
6400
5565
5860
2273
6300
5572
5857
3106
5926
5579
5844
3645
5669
5583
4465
5400
5588
5172
5200
5591
5786
5008
5593
6777
4976
5594
8721
4945
5593
9385
4952
5592
1000
049
6155
89
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CH 500
-100
0052
65
-908
352
4952
59
-773
552
6752
65
-566
252
8152
85
-469
852
9052
99
-400
352
9753
11
-334
053
0053
22-2
808
5600
5332
-227
559
0053
4157
87-1
765
6189
5349
5795
000
6329
5379
5823
1022
6300
5391
5845
1639
6000
5400
5859
2247
5887
5405
5890
2770
5700
5409
3517
5389
5414
4034
5085
5417
4803
4869
5421
5309
4876
5423
6268
4800
5426
6862
4768
5428
8266
4795
5430
9415
4816
5430
1000
048
2854
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 350
CH 600
-100
0050
4450
35
-908
150
4450
33
-820
950
3850
38-7
645
5035
5036
-612
550
2950
27
-532
150
2350
28
-451
850
1150
24
-347
551
0050
44-2
897
5458
5050
-234
658
0050
6057
40-1
845
6108
5073
5744
-666
6283
5105
5754
000
6292
5123
5760
1453
6300
5162
5774
2007
6100
5177
5779
2523
5800
5191
5784
3143
5400
5200
3661
5100
5221
4575
5057
5249
5482
5069
5284
6218
5090
5312
7375
5093
5357
7913
5100
5378
8683
5166
5400
9219
5171
5400
9970
5172
5400
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 350
CH 700
-100
0052
6151
23
-938
752
4251
02-8
876
5200
5088
-826
052
8950
71
-757
152
8750
50-7
011
5286
5032
-624
552
6350
21-5
704
5271
5017
-499
252
5250
14-4
400
5219
5016
-385
851
4150
20
-325
051
4950
29-2
681
5165
5038
-201
154
0050
54-1
490
5634
5069
-846
5999
5087
5750
000
6289
5111
5732
873
6269
5137
5719
1425
6315
5154
5697
1999
5930
5170
5411
2614
5518
5188
5104
3223
5110
5206
4800
3784
4862
5217
4761
4778
4713
4533
5240
6494
4652
3639
5262
8174
4701
2996
5286
8707
4700
2992
5291
9245
4630
2988
5296
9843
4443
2983
5298
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 170
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
5698
5355
5050
4889
4892
4896
4897
4899
5732
5465
5268
4960
4848
4846
4844
4846
4848
4850
5545
5337
4971
4791
4793
4797
4798
4800
4801
4803
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1055 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 2
007
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 88 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 800
-100
0050
8350
95
-828
550
6650
59
-554
050
1150
01
-336
649
3749
85
-232
649
4649
59-1
804
5299
4947
-121
857
0149
32-6
8660
6649
1957
19
000
6478
4902
5720
784
6373
4889
5719
1401
6309
4895
5476
1907
6005
4904
5247
2514
5604
4922
4968
3107
5202
4946
4811
3765
4829
4971
4811
4337
4789
4582
4991
5673
4847
3945
5021
6362
4900
3531
5035
6869
5018
3193
5040
7483
5100
2897
5047
8096
5096
2891
5052
8633
4926
2886
5057
9141
4700
2881
5058
9988
4599
2873
5061
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 160
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1055 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 3
008
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 89 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
-100
0046
0054
7931
13
-890
245
6954
7931
29-8
370
4600
5476
3183
-525
946
6654
5242
26
-449
146
7654
4544
79
-358
646
8654
3346
86
-278
547
0054
2447
79-2
284
4755
5418
4964
-172
148
5554
1051
46-1
164
4927
5403
5325
-647
4981
5393
5492
000
5049
5376
5700
559
5089
5358
1416
5157
5332
1989
5159
5315
2663
5200
5294
3253
5261
5275
3813
5300
5260
4412
5326
5241
4912
5346
5228
5471
5346
5218
5991
5338
5207
6581
5359
5201
7131
5386
5200
7773
5388
5200
8297
5350
5200
8990
5338
5202
9606
5364
5210
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DESIGN SURFACE
DATUM RL 185
CH 100
-100
0049
0056
3132
18
-900
549
0056
2532
45-8
436
4700
5621
3261
-747
147
0056
1532
53
-617
647
0056
0732
37
-551
346
6756
0335
91
-449
346
5955
8641
44
-348
846
8055
6446
39
-286
047
0055
5047
00
-159
147
0055
2250
96
-580
4700
5499
5477
000
4673
5486
5700
606
4646
5473
5593
1387
4640
5455
4789
2062
4655
5440
4789
2784
4689
5424
3946
4698
5400
4560
4700
5400
5236
4699
5400
6023
4763
5400
4809
6608
4821
5400
4812
7391
4896
5400
4816
7914
4930
5400
4819
8447
4965
5400
4822
8990
4990
5400
4824
9613
4970
5400
4828
OFFSET
EXISTING SURFACE
DATUM RL 195
CH 200
-100
0049
7253
91-9
470
4948
5397
-892
849
4154
02
-729
049
2554
14-6
747
4900
5418
-609
349
0054
22
-541
649
0054
26
-426
549
0054
30-3
759
4904
5431
-323
249
3454
32
-257
049
7454
31
-176
850
0054
29
-111
750
0054
26
000
5000
5418
655
5000
5411
1334
5000
5403
2047
5082
5392
2719
5300
5376
3229
5336
5365
3995
5400
5349
4565
5200
5335
5141
5064
5320
5741
5000
5330
6592
4886
5343
7221
4867
5353
7835
4847
5363
8560
4824
5374
9206
4804
5384
9893
4760
5395
OFFSET
EXISTING SURFACE
DATUM RL 180
CH 300
-100
0048
5448
4948
54
-928
648
8248
6548
82
-868
248
8348
8048
83
-802
649
0048
9449
00-7
496
4900
4906
4900
-698
949
8949
2049
89-6
450
5000
4936
5000
-592
649
1449
5249
14
-507
249
1049
7749
10
-380
549
4650
1350
57-3
233
4956
5028
5153
-220
249
5550
5453
26-1
697
4965
5060
5412
-637
5000
5081
5592
000
5001
5095
5700
1365
5037
5123
5214
2315
5061
5143
4862
3330
5100
5164
4860
3906
5158
5176
4859
4409
5252
5187
4857
4937
5500
5198
4856
5515
5700
5200
4855
6269
5700
5206
4853
6884
5304
5222
4852
7393
4987
5237
4851
7984
4900
5255
4850
8497
4900
5270
4849
9551
4865
5302
4846
OFFSET
EXISTING SURFACE
DATUM RL 295
FINAL LANDFORM
DESIGN SURFACE
FINAL LANDFORM
DESIGN SURFACE
FINAL LANDFORM
DESIGN SURFACE
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
3102
3116
3131
3168
3270
3700
4187
4741
4904
4934
4974
5115
5324
5700
5625
5227
4876
4818
4819
4820
4821
4822
4823
4825
4826
4827
4828
4829
4830
5658
5307
5368
5409
5428
5447
5476
5481
5471
5483
5517
5516
5508
5500
5488
5505
4793
4799
4802
4805
TOP OF WASTE
CLAY SHALE INTERFACE
TOP OF WASTE
CLAY SHALE INTERFACE
TOP OF WASTE
CLAY SHALE INTERFACE
CLAY SHALE INTERFACE
RRA PLATFORM
RRA PLATFORM
RRA PLATFORM
RRA PLATFORM
CELL 3
CELL 3CELL 3
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1054 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK009dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
NORTHERN RRA BUND
CROSS SECTIONS - SHEET 1
009
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 90 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
35
35
35
35
35
35
40
40
40
45
45
45
45
50
50
50
55
55
55
55
50
50
20
20
25
25
30
30
30
30
3030
3030
30
30
30
30
30
30
3030
30
30
30
30
30
3030
30
35
35
35
35
35 35
35
35
3535
35
35
35
35
3535
35
35
35
35
35
35
35
35
3535
35
35
40
40
40
40
40
40
40
40
45
45
45
45
30
35
35
35
40
40
40
40
404040
40
4045
45
45
45
45
45
45
4545
45
4545 45
45
5050
50
50
50
5050
50
5050
50
5050
50
50
50
50
5555
55
55
55
5555
5540
45
4545
45
50
5050
50
40
50
50
50
55
55
55
55
50
55
55
55
5050
50
50
50
5555
55
50
50
5050
55
55
5555
45
45
45
50
50
50
50
50
ASK021
BSK021
CSK022
DSK022
ESK023
EXTENT OF TRANSMISSION LINE EASMENT
30m PYLON EXCLUSION ZONE
30m PYLON EXCLUSION ZONE
30m PYLON EXCLUSION ZONE
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 426 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK020dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
020
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N LEGEND
DESIGN CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED AUGUST 2007 AND SEPTEMBER2016
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPERTY BOUNDARY
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 91 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONASK020 2000SCALE 1
SECTIONBSK020 2000SCALE 1
032
632
632
39
2035
6335
6334
47
4036
9536
9535
45
6037
6437
6436
32
8037
5937
5937
06
100
376
376
379
120
3908
4593
4446
140
344
5346
28
160
3383
4635
4723
180
3279
4025
4813
200
266
3235
4879
220
2016
2427
4901
240
2016
1849
1
260
2016
1849
02
280
2315
2409
4893
300
2374
2783
4927
320
2355
2804
4967
340
2824
283
4997
360
4395
285
5002
380
5137
2896
4978
400
5225
3567
4921
420
5406
4583
4865
440
6007
5033
4817
460
6374
5725
48
480
5346
5346
4837
4988
649
3649
3649
06
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -1030 0
3991
3991
3988
2042
541
3141
41
4046
1245
8442
67
6048
2653
4365
8041
3644
6144
66
100
4038
4067
4566
120
3116
3269
4665
140
3088
3017
4763
160
2962
2994
4862
180
2889
2972
4962
200
2862
295
5062
220
2858
2928
5161
240
2875
2922
5251
260
3025
2944
5339
280
3162
2966
5419
300
4013
2988
5455
320
4414
3008
5479
340
4488
303
549
360
4461
3052
5498
380
4514
3249
5509
400
4601
3333
552
420
4592
3443
5516
440
4609
448
5498
460
465
4924
5472
480
4715
5641
5444
500
4777
4768
5406
520
4838
478
5351
540
5009
479
5316
560
5179
4853
2
580
5275
481
5323
600
5303
482
5327
620
4959
483
5374
640
478
484
542
660
496
485
5453
680
5157
486
5487
700
5319
487
5521
720
5069
488
5555
740
4975
489
559
760
5002
5150
56
780
6143
567
56
800
6427
5729
56
820
6469
5793
56
840
5721
5721
5684
886
5746
5746
56
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -920
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
CLAY SHALE INTERFACE
NORTHWEST BUND
CELL 1
CELL 1 SUMP TOP OF WASTECLAY SHALE INTERFACESOUTHERN BUND
FINAL LANDFORM
CLAY SHALE INTERFACE
NORTHWEST BUND
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
NORTHERN RRA BUND
FINAL LANDFORM
RRA PLATFORM
SOUTHERN RRA BUND
INDICATIVE TEMPORARY EXCAVATION BATTER
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 328 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
021
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 92 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONCSK020 2000SCALE 1
SECTIONDSK020 2000SCALE 1
041
0641
0641
25
2041
6441
6442
27
4045
9845
1143
2
6046
8551
0544
14
8043
1448
5945
1
100
4402
4379
4608
120
4419
3629
47
140
4509
3018
4794
160
4441
3077
4889
180
4476
3137
4983
200
4969
3197
508
220
5059
3231
5178
240
454
3171
5258
260
4568
317
5331
280
4605
323
5363
300
4653
329
5388
320
5449
3498
5394
340
5467
2994
5396
360
4829
3653
96
380
4886
2951
5386
400
4934
2998
536
420
5486
3041
5329
440
5504
3024
5302
460
4928
3082
5262
480
4962
314
5214
500
5005
3121
5158
520
5014
306
5091
540
5007
3627
5036
560
4986
4663
4992
580
4958
4958
4953
600
4871
4871
4913
620
4816
4816
4882
640
4797
4797
4862
660
471
471
4872
680
471
471
488
700
471
471
4898
720
471
471
4912
740
471
471
4904
760
4704
4704
4895
780
471
471
4885
800
471
471
4867
820
471
471
4816
840
4716
4716
4761
8488
647
3247
3247
76
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -910 0
3868
3868
3876
2042
7942
7939
92
4033
0233
0243
44
6020
1618
4741
8020
1618
50
100
2016
1850
38
120
2343
1829
5079
140
2513
267
5119
160
2703
2874
5158
180
2722
2833
5197
200
2762
2861
5215
220
2846
2883
525
240
2876
2905
5262
260
2893
2927
5273
280
2888
2949
5286
300
2908
2956
53
320
3087
3003
5312
340
3681
3074
5326
360
4456
3159
534
380
445
2987
5353
400
445
2992
536
420
4655
2998
5363
440
4539
3018
5356
460
4503
3037
5349
480
4513
3056
5341
500
4527
3076
5326
520
4533
3095
5314
540
4536
3115
5306
560
4553
3134
529
580
456
3153
5292
600
458
3173
5259
620
4596
3192
5234
640
4593
3214
5208
660
4592
324
5184
680
4636
4082
5141
700
4641
4916
5096
720
5332
5582
505
740
5466
5317
5005
760
511
4901
4732
780
4538
4538
4586
7907
453
453
4566
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -1030
FMPPR EXTENT OF EXTRACTIONFMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTIONFMPPR EXTENT OF EXTRACTION
NORTHEAST BUND
CELL 2
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 3
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 2
CELL 1 SUMP NORTHEAST BUNDINDICATIVE TEMPORARY EXCAVATION BATTER
CLAY SHALE INTERFACE
INDICATIVE TEMPORARY EXCAVATION BATTER
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1141 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
022
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 93 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONESK020 2000SCALE 1
042
1342
1342
1
2044
6244
6243
03
4036
0436
1645
63
6034
7328
7348
8
8035
2228
0850
22
100
3416
2865
5067
120
3282
2927
5112
140
3493
2988
5157
160
3515
3003
5202
180
3563
2943
5247
200
3573
2957
5292
220
3718
3014
5337
240
3934
3064
5382
260
407
3122
5426
280
4434
3068
547
300
4477
3048
5514
320
4495
3323
5558
340
454
3161
5601
360
4596
3145
5629
380
4701
3124
5651
400
4684
3111
5663
420
4691
3094
5662
440
4713
3077
5642
460
489
306
5617
480
5041
3044
5595
500
5114
3027
5552
520
5148
301
5508
540
5178
2994
5464
560
5223
2977
542
580
5288
296
5377
600
5439
2944
5333
620
5201
2927
5289
640
4795
2909
5245
660
4788
2891
5201
680
4774
3604
5154
700
4778
4637
5108
720
546
5082
5061
740
5598
5665
5015
760
5122
513
4809
780
4726
4738
4738
7907
4718
4718
4708
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -920
FMPPR EXTENT OF EXTRACTION FMPPR EXTENT OF EXTRACTION
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 3
NORTHEAST BUNDINDICATIVE TEMPORARY EXCAVATION BATTER
CLAY SHALE INTERFACE
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1141 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
023
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 94 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
LOT 4DP 242968
LOT 2DP 586093
LOT 2DP 238092
LOT 42DP 738126
PATONS LANE
PATONS LANE
EASTWEST BUNDBOUNDARY
INITIALLEACHATEEVAPORATIONDAM
RRAPLATFORM
CELL 3
CELL 2CELL 1
LONG-TERMLEACHATEEVAPORATIONDAM
CONTINGENCYSTOCKPILEAREA
NORTHEASTERNBUND
NORTHWESTERNBUND
SOUTH ANDSOUTHWESTERNBUND
NORTHERN RRABUND
SOUTHERN RRA BUND
ADDITIONAL TRIMMING FORNORTHEASTERN BUND
ADDITIONAL TRIMMING FORNORTHWESTERN BUND
SEDIMENT DAM 5(PRELIMINARY CAPACITY 53MLSUBJECT TO DESIGN)
SEDIMENT DAM 6(CAPACITY 33ML SUBJECT TO DESIGN)
OUTLET AND SPILLWAY TOADJACENT PROPERTY
LANDFILL CELLACCESS ROAD
HAUL ROAD
SEDIMENT DAM 4A(PRELIMINARYCAPACITY 75MLSUBJECT TO DESIGN)
PROPOSED COMBINEDOUTLET STRUCTURE
30m PYLON EXCLUSION ZONE
SEDIMENT DAM 3B(PRELIMINARY CAPACITY 31 ML SUBJECT TO DESIGN)
OUTLET TO ADJACENT PROPERTY
SEDIMENTDAM 6A(IF REQUIRED)
30m PYLON EXCLUSION ZONE
SPILLWAY
BLAXLAND CREEK
OUTLET TO BLAXLAND CREEK
DUPLICATE CULVERTTHROUGH BUND TO INCASE OF BLOCKAGE
AVERAGE CHANNELGRADE ~ 13
AVERAGE CHANNELGRADE ~ 19
AVERAGE CHANNELGRADE ~ 30
AVERAGE CHANNELGRADE ~ 16
AVERAGE CHANNELGRADE ~ 23
EXTENT OF TRANSMISSION LINE EASMENT
SEDIMENT DAM 3A(PRELIMINARY CAPACITY 31 ML SUBJECT TO DESIGN)
BIOSWALECONVEYINGDAM 3A OUTFLOW
SEDIMENT DAM 2A(CAPACITY SUBJECT TO DESIGN)
EXISTING DAM 2
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No16 December 2016 - 433 PM G2125736CADDDrawings21-25736-SK010dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
SURFACE WATER
010
F
21-25736
PRELIMINARY
12000
DEC 2016
E REVISED AD 081216
F REVISED AD 161216
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN - LAND ENGINEERING amp MININGSURVEYORS DATED SEPTEMBER 2016
2 TO BE READ IN CONJUNCTION WITH SK011CATCHMENT PLAN (GHD 2016)
3 SUBJECT TO CHANGE BASED ON DEVELOPMENT OFCONCEPT DESIGN
4 ON-SITE DRAINAGE TO BE DESIGNED TO PROVIDECAPACITY FOR THE 1 IN 20 YEAR AVERAGERECURRENCE INTERVAL (ARI) STORM EVENT
5 INTERNAL ROAD CULVERTS AND PIPES THROUGHBUNDS TO BE DESIGNED FOR 1 IN 100 YEAR ARISTORM CAPACITY
6 SEDIMENT BASINS TO BE DESIGNED TO PROVIDE FOR90TH PERCENTILE 5 DAY RAINFALL CAPACITY INACCORDANCE WITH THE REQUIREMENTS OFMANAGING URBAN STORMWATER - SOILS ANDCONSTRUCTION MANUAL (DECC 2004)
7 SEDIMENT DRAINAGE CHANNELS GENERALLY TOCOMPRISE GRASSED SWALES LAID ON EROSIONCONTROL MATTING AND UNDERLAIN BY TOPSOIL
8 BIORETENTION DRAINS GENERALLY TO COMPRISEGRASSED CHANNEL UNDERLAIN BY BELOW GROUNDFILTER MEDIA
9 PERIMETER DRAINS TO CONVEY SEDIMENT LADENRUNOFF DURING BUND RESHAPING WORKS ASSHOWN TO BE CONVERTED TO CLEAN WATERDRAINS FOLLOWING BUND REVEGETATION
10 ROCK RIPRAP OUTLET PROTECTION TO BE PROVIDEDAT OUTLETS OF ALL SEDIMENT BASINS
11 ALL SEDIMENT BASINS TO INCORPORATE GABION ORROCK LINED EMERGENCY SPILLWAY
12 SEDIMENT AND EROSION SOURCE CONTROLS TO BESHOWN SEPARATELY ON SEDIMENT AND EROSIONCONTROL PLAN INCORPORATING STAGING OFESTABLISHMENT WORKS
13 ALL CAPACITIES AND SIZINGS ARE INDICATIVE ONLYAND SUBJECT TO DESIGN
DAM
CLEAN WATER DRAINAGE CHANNEL
SEDIMENT DRAINAGE CHANNEL
HEADWALL AND CULVERT
ACCESS ROAD
ROCK CHECK DAM
LOW LEVEL BERM TO EXCLUDECLEAN WATER RUN-ON
Page 95 of 136
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Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 4
Survey of Riparian Zone and DPI Water policies and guidelines
Page 96 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
35
35
40
40
40
20
30
3535
35
30
35
35
35
40
40
40
4545
45
4545 45
45
50
50
5050
50
50
5040
4545
45
5050
50
40
20
40
PROPOSED COMBINEDOUTLET STRUCTURE
40m RIPARIAN CORRIDOR BUFFER
20m RIPARIAN CORRIDOR BUFFERRIPARIAN CORRIDOR
PROPOSED DAM 3A
RELOCATED DAM 4A
PROPOSED NORTHWESTERN BUND
PYLON EXCLUSIONZONE
PYLON EXCLUSIONZONE
PROPOSED DAM 2A
EXISTING DAM 2
BLAXLAND CREEK
SITE BOUNDARY
SITE BOUNDARY
DAM 4 OUTLET TO DAM 3B
WESTERN BOUNDARY CLEAN WATER DRAIN
DAM 3B CLEAN WATER OVERFLOW
DAM 2A OUTLET TO DAM 2
DAM 3A OVERFLOW TO DAM 2A
20
40
PROPOSED COMBINEDOUTLET STRUCTURE
40m RIPARIAN CORRIDOR BUFFER
20m RIPARIAN CORRIDOR BUFFERRIPARIAN CORRIDOR
PROPOSED DAM 3A
RELOCATED DAM 4A
PROPOSED NORTHWESTERN BUND
PYLON EXCLUSIONZONE
PYLON EXCLUSIONZONE
PROPOSED DAM 2A
EXISTING DAM 2
BLAXLAND CREEK
SITE BOUNDARY
SITE BOUNDARY
DAM 4 OUTLET TO DAM 3B
WESTERN BOUNDARY CLEAN WATER DRAIN
DAM 3B CLEAN WATER OVERFLOW
DAM 2A OUTLET TO DAM 2
DAM 3A OVERFLOW TO DAM 2A
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No8 December 2016 - 1144 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK026dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
SURFACE WATER
026
C
21-25736
PRELIMINARY
11000
DEC 2016
B REVISED AD 071216
C REVISED AD 081216
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN - LAND ENGINEERING amp MININGSURVEYORS DATED SEPTEMBER 2016
2 PROPOSED WORKS ARE SUBJECT TO CHANGE BASEDON DEVELOPMENT OF DETAILED DESIGN
DAM
CLEAN WATER DRAINAGE CHANNEL
SEDIMENT DRAINAGE CHANNEL
HEADWALL AND CULVERT
ACCESS ROAD
STORMWATER ARRANGEMENT OVER EXISTING SURVEY
STORMWATER ARRANGEMENT OVER PROPOSED SURFACE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
TRANSMISSION LINE EASEMENT
Page 97 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for instream works on waterfront land These guidelines relate to the design and construction of works within a watercourse or on waterfront land Instream works include modifications or enhancements to the watercourse channel realignment bed control structures pipe laying and cable trenching etc
Instream works are regulated by the controlled activity provisions of the Water Management Act 2000 (WM Act) The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means that a controlled activity approval must be obtained from the NSW Office of Water before commencing the controlled activity
What are the aims and objectives for instream works The design and construction of works or activities within a watercourse or adjoining waterfront land should protect and enhance water flow water quality stream ecology and existing riparian vegetation Impacts on the hydrologic hydraulic and geomorphic functions of a watercourse should also be minimised
Consultation with relevant government agencies at the concept stage of development and during the design phase is recommended so that good outcomes can be identified planned for and achieved
The design and construction footprint and the extent of disturbances within waterfront land should be minimised
Asset protection zones and all ancillary infrastructure such as utility easements detention basins and water quality control structures roads pathscycle ways should be located outside the riparian corridor or in accordance with the NSW Office of Water guidelines for riparian corridors which may allow some works to be located within the outer 50 per cent of the vegetated riparian zone
All waterfront land disturbed by the construction or installation of a controlled activity should be rehabilitated in such a way that the integrity of the watercourse and its riparian corridor is restored or rehabilitated
What should be considered The design and construction of instream works should consider but not be limited to the following
Identify the width of the riparian corridor in accordance with the NSW Office of Water guidelines for riparian corridors
Consider the full width of the riparian corridor and its functions in the design and construction of any instream works Where possible the design should accommodate fully structured native vegetation
Identify alternative options and detail the reasons for selecting the preferred options Minimise the design and construction footprint and proposed extent of disturbances to soil and
vegetation within watercourse or waterfront land Maintain or mimic existing or natural hydraulic hydrologic geomorphic and ecological functions of the
watercourse Demonstrate the instream works will not have a detrimental impact on these functions
Page 98 of 136
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Maintain the natural geomorphic processes o Accommodate natural watercourse functions o Establish natural bed and bank profiles for example meanders chain of ponds surface water
pools and riffles and bed controls o Allow for the movement of sediment and woody debris o Prevent increased scour and erosion of the watercourse bed or banks in any storm events o Avoid locating works or structures on bends in the channel unless they are structures to restore
stability o Address existing bed degradation to protect structures and restore channel and bed stability
Maintain the natural hydrological regimes o Accommodate site hydrological conditions for example maintain low flows o Do not alter natural bank full or floodplain flows Modifications to watercourses should be based on
roughness coefficients that represent the lsquonaturalrsquo state including fully structured mature riparian vegetation
o Do not change the gradient of the bed except to address existing bed and bank degradation o Do not increase velocities by constricting flows
Protect against scour by designing and providing necessary scour protection for example rock rip-rap and vegetation
Stabilise and rehabilitate all disturbed areas including topsoiling revegetation mulching weed control and maintenance in order to adequately restore the integrity of the riparian corridor
Monitor and maintain all in-stream works until suitably stabilised
What information should be submitted for assessment When seeking approval to construct instream works the NSW Office of Water will rely on the above information to undertake its assessment and to determine if the activity should be approved All instream worksactivities should be designed and certified by suitably qualified persons
The following additional information will also be required
Detailed design drawings of proposed works (engineering certification may also be required) Detailed design drawings which include a surveyed plan cross sections (across the watercourse) and
a long section of the watercourse showing the proposed works relative to existing and proposed bed and bank profiles and water levels The cross section should extend to the landward limit of the identified riparian corridor All plans must include a scale bar
Detailed report of pre and post construction hydraulic conditions The report should address bank full discharge velocity tractive force or sheer stress afflux (Modified RTA method is acceptable) Froude and Manningrsquos lsquonrsquo roughness values relative to the proposed structure
Detailed plans of permanent bed and bank stabilisation works for scour protection Photographs of the site To assist with future monitoring and reporting all photo points should be
identified by GPS coordinates or by survey - particularly for large scale earthworks or extractive industries
A vegetation management plan prepared in accordance with NSW Office of Water guidelines for vegetation management plans
Sediment and erosion control plan A site management plan incorporating a works schedule sequence and duration of works
contingencies (in case of flood or similar) erosion and sediment controls and proposed monitoring and reporting periods
Costing of all works (materials labour) and stages of works (channel stabilisation rehabilitation) Copies of other relevant approvals for example land ownerrsquos consent or development consent
Page 99 of 136
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Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Controlled activities on waterfront land ndash Guidelines for instream works on waterfront land
3 NSW Office of Water July 2012
Will a maintenance period be necessary Applicants will also need to provide for a maintenance period of between three and five years after practical completion of each stage or until the site is stable The maintenance period will depend on the scope size and level of risk Engineering certification may be required at the end of the maintenance period
Maintenance includes sediment and erosion control the replacement of any works vegetation or areas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Maintenance should include sediment and erosion control replacement of any worksareas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Will a security deposit be required Applicants should note that if the likelihood of significant impact on the watercourse or waterfront land is identified security (as bank guarantees) may be required before the controlled activity is commenced The amount of security is usually based on the costings provided
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_b
Page 100 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for outlet structures on waterfront land These guidelines relate to the design of stormwater outlets and spillways from infrastructure including roads buildings constructed basinswetlands swales or other drainage works into a watercourse or waterfront land
Outlet structures on waterfront land are a controlled activity under the Water Management Act 2000 (WM Act)The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means a controlled activity approval must be obtained from the NSW Office of Water before commencing the controlled activity
What are the aims and objectives for outlet structures The design and construction of stormwater outlets should aim to be natural yet provide a stable transition from a constructed drainage system to a natural flow regime as seen in Figure 1
Figure 1 Natural outlet structure
Page 101 of 136
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Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
The design and construction footprint and extent of disturbance within the riparian corridor should be minimised even allowing for the intended discharge function to be achieved Refer to the NSW Office of Water guidelines for riparian corridors
All ancillary drainage infrastructure such as oil or grease interceptors sediment and litter traps constructed wetland detention basins or any works requiring on-going access or maintenance should be located outside the riparian corridor or in accordance with the NSW Office of Water guidelines for riparian corridors
Water run-off from the site should be of appropriate quality and quantity before being discharged into a riparian corridor or watercourse
Appropriate rehabilitation of disturbed areas following the installation of outlet structures should adequately restore the integrity of the riparian corridor
What should be considered in the design and construction of outlet structures The design and construction of outlet structures should consider but not be limited to the following
Define the infrastructure route and identify the specific point of discharge Where possible select a route along an existing cleared or disturbed area that avoids trees preferably beyond their drip line
Choose a stable section of the stream for the discharge point preferably mid-way between bends Alternatively incorporate outlet discharge points into disturbederoded areas which are to be stabilised or rehabilitated
Minimise construction footprint and proposed extent of disturbance to soil and vegetation within the watercourse or waterfront land
Demonstrate that changes to the hydrology of the receiving watercourse have been assessed and there is no detrimental impact on discharge volumes and channel velocities Discharge velocities and flow rates should mimic natural flows and not initiate erosion
Discharge from an outlet should not cause bed or bank instability Protect the bed of the watercourse below the outlet if not bedrock or if bed scour is likely Consider
bank material and outlet jet effect and protect the opposite streambank if required Point outlet structure and direct discharge downstream The outlet should not protrude beyond the streambank but tie in with the adjoining bank alignment Calculate tractive stresses generated from outlet discharges and from bank full discharges to
determine appropriate rock size requirements for the structure Rock rip-rap is the preferred material to provide a natural outlet Rip-rap should extend for the full
extent of the design scour apron and adjoining flanksstreambank Rip-rap must be appropriately keyed in to withstand the velocities of runoff or discharge from the site and cut-off trenches should be provided where necessary
Rip-rap should consist of durable angular run-of-quarry rock placed over a bedding layer of angular cobbles over geotextile Where possible incorporate vegetation such as sedges and rushes into scour management as Figure 1 for further stability
Grade scour apron to bed level of the watercourse or just below any permanent water created by any stable feature such as a rock bar within the watercourse
Stabilise and rehabilitate all disturbed areas including topsoiling revegetation and regeneration mulching weed control and maintenance
What information should be submitted for assessment When seeking approval to outlet structures across a watercourse or waterfront land the NSW Office of Water will rely on the above information to undertake its assessment and to determine if the activity should be approved All works and activities within watercourses should be designed by suitably qualified persons
Page 102 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Controlled activities on waterfront land ndash Guidelines for outlet structures on waterfront land
3 NSW Office of Water July 2012
The following additional information may also be required
Detailed design drawings which include a surveyed plan cross sections across the watercourse and a long section of the watercourse showing proposed works relative to existing and proposed bed and bank profiles and water levels The cross section is to extend to the landward limit of the identified riparian corridor All plans must include a scale bar
Detailed plans should include a location plan plan view elevation view and cross section of the proposed outlet structure
Detailed plans of any permanent bed and bank stabilisation works for scour protection Sediment and erosion control plan Detailed report of pre and post construction hydraulic hydrologic and geomorphic conditions Photographs of the site should be supplied To assist with future monitoring and reporting all photo
points should be identified by GPS coordinates or by survey particularly for large scale earthworks or extractive industries
A vegetation management plan prepared in accordance with the NSW Office of Water guidelines for vegetation management plans
A site management plan incorporating a works schedule sequence and duration of works contingencies such as in case of flooding erosion and sediment controls and proposed monitoring and reporting periods
Costing of all works including materials and labour and stages of works including outlet structure installation and rehabilitation
Copies of other relevant approvals for example development consent
Will a maintenance period be necessary Applicants may need to allow for a minimum maintenance period of two years after practical completion of each stage or until the site is stable The maintenance period will depend on the scope size and level of risk Engineering certification may be required at the end of the maintenance period Maintenance until stable includes sediment and erosion control the replacement of any works vegetation or areas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Will a security deposit be required Applicants should note that if the likelihood of significant impact on the watercourse or waterfront land is identified security (as bank guarantees) may be required before the controlled activity is commenced The amount of security is usually based on the costings provided
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_d
Page 103 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for riparian corridors on waterfront land Controlled activities carried out in on or under waterfront land are regulated by the Water Management Act 2000 (WM Act) The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means that a controlled activity approval must be obtained from the Office of Water before commencing the controlled activity
What is a riparian corridor A riparian corridor (RC) forms a transition zone between the land also known as the terrestrial environment and the river or watercourse or aquatic environment Riparian corridors perform a range of important environmental functions such as
providing bed and bank stability and reducing bank and channel erosion protecting water quality by trapping sediment nutrients and other contaminants providing diversity of habitat for terrestrial riparian and aquatic plants (flora) and animals (fauna) providing connectivity between wildlife habitats conveying flood flows and controlling the direction of flood flows providing an interface or buffer between developments and waterways providing passive recreational uses
The protection restoration or rehabilitation of vegetated riparian corridors is important for maintaining or improving the shape stability (or geomorphic form) and ecological functions of a watercourse
Changes to controlled activities within riparian corridors On 1 July 2012 new rules commenced regarding controlled activities within riparian corridors The new rules amend the riparian corridor widths that apply to watercourses providing more flexibility in how riparian corridors can be used and making it easier for applicants to determine the Office of Water controlled activity approval requirements Key aspects of the changes include
Provision of greater flexibility in the allowable uses and works permitted within riparian corridors The core riparian zone and vegetated buffer have been combined into a single vegetated riparian
zone (VRZ) The width of the VRZ within the riparian corridor has been pre-determined and standardised for
first second third and fourth order and greater watercourses Where suitable applicants may undertake non-riparian corridor works or development within the
outer 50 per cent of a VRZ as long as they offset this activity by connecting an equivalent area to the RC within the development site
A new lsquoriparian corridors matrixrsquo enables applicants to determine what activities can be considered in riparian corridors
Page 104 of 136
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Bingo IndustriesNov 01 2017 1837
These changes will simplify the controlled activities application and assessment process provide greater flexibility help make more land available for housing support floodplain stormwater and bush fire management and allow riparian corridors to be used for public amenity whilst continuing to deliver environmental outcomes required under the WM Act
The riparian corridor consists of
the channel which comprises the bed and banks of the watercourse (to the highest bank) and the vegetated riparian zone (VRZ) adjoining the channel
Figure 1 The riparian corridor
Riparian corridor widths The Officer of Water recommends a VRZ width based on watercourse order as classified under the Strahler System of ordering watercourses and using current 125 000 topographic maps (see Figure 2 and Table 1) The width of the VRZ should be measured from the top of the highest bank on both sides of the watercourse
Figure 2 The Strahler System Table 1 Recommended riparian corridor (RC) widths
Watercourse type VRZ width
(each side of watercourse)
Total RC width
1st order 10 metres 20 m + channel width
2nd order 20 metres 40 m + channel width
3rd order 30 metres 60 m + channel width
4th order and greater (includes estuaries wetlands and any parts of rivers influenced by tidal waters)
40 metres 80 m + channel width
Note where a watercourse does not exhibit the features of a defined channel with bed and banks the Office of Water may determine that the watercourse is not waterfront land for the purposes of the WM Act
Page 105 of 136
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Bingo IndustriesNov 01 2017 1837
Objectives for riparian corridor management The overarching objective of the controlled activities provisions of the WM Act is to establish and preserve the integrity of riparian corridors
Ideally the environmental functions of riparian corridors should be maintained or rehabilitated by applying the following principles
Identify whether or not there is a watercourse present and determine its order in accordance with the Strahler System
If a watercourse is present define the RCVRZ on a map in accordance with Table 1 Seek to maintain or rehabilitate a RCVRZ with fully structured native vegetation in accordance
with Table 1 Seek to minimise disturbance and harm to the recommended RCVRZ Minimise the number of creek crossings and provide perimeter road separating development from
the RCVRZ Locate services and infrastructure outside of the RCVRZ Within the RCVRZ provide multiple
service easements andor utilise road crossings where possible Treat stormwater run-off before discharging into the RCVRZ
The Office of Water however does allow for a range of works and activities on waterfront land and in riparian corridors to better meet the needs of the community so long as they cause minimal harm as outlined in the riparian corridor matrix below
Riparian corridor matrix The riparian corridor matrix enables applicants to identify certain works and activities that can occur on waterfront land and in riparian corridors Applicants should note that the matrix relates to controlled activity approvals under the WM Act only They are still required to comply with other relevant government legislation such as threatened species flood planning levels and fisheries guidelines
Table 2 Riparian corridor matrix
Detention basins
Road crossings Stream order
Vegetated Riparian
Zone (VRZ)
RC off-setting for non
RC uses
Cyclewaysand paths
Only within 50 outer VRZ
Online
Stormwater outlet
structures and
essential services
Stream
realignment
Any Culvert Bridge
1st 10m
2nd 20m
3rd 30m
4th + 40m
Key Stream order The watercourse order as classified under the Strahler System based on 125000 150000 or 1100000 topographic maps whichever is the smallest scale available A full list is provided at Part 2 Schedule 2 of the Water Management (General) Regulation 2011 Vegetated riparian zone (VRZ) The required width of the VRZ measured from the top of the high bank on each side of the watercourse Riparian corridor (RC) off-setting for non RC uses Non-riparian uses such as Asset Protection Zones are allowed within the outer 50 per cent of the VRZ so long as offsets are provided in accordance with the averaging rule as seen in Figure 3
Page 106 of 136
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Bingo IndustriesNov 01 2017 1837
Cycleways and paths Cycleways or paths no wider than four metres total disturbance footprint can be built in the outer 50 per cent of the VRZ Detention basins Detention basins can be built in the outer 50 per cent of the VRZ or online where indicated Refer to the Office of Waterrsquos Controlled activities Guidelines for outlet structures and Controlled activities Guidelines for instream works Online basins must be dry and vegetated be for temporary flood detention only with no permanent water holding have an equivalent VRZ for the corresponding watercourse order not be used for water quality treatment purposes Stormwater outlet structures and essential services Stormwater outlets or essential services are allowed in the RC Works for essential services on a fourth order or greater stream are to be undertaken by directional drilling or tied to existing crossings Refer to the Office of Waterrsquos Controlled activities Guidelines for laying pipes and cables in watercourses and Controlled activities Guidelines for outlet
structures
Stream realignment Indicates that a watercourse may be realigned Refer to the Office of Waterrsquos Controlled activities Guidelines for instream works
Road crossings Indicates permitted road crossing methods Refer to the Office of Waterrsquos Controlled activities Guidelines for watercourse crossings and NSW DPI policy and guidelines for fish friendly waterway crossings for Class 1 and 2 waterways
What is the averaging rule Non riparian corridor works and activities can be authorised within the outer riparian corridor so long as the average width of the vegetated riparian zone can be achieved over the length of the watercourse within the development site That is where appropriate 50 per cent of the outer vegetated riparian zone width may be used for non-riparian uses including asset protection zones recreational areas roads development lots and infrastructure However an equivalent area connected to the riparian corridor must be offset on the site (see Figure 3) and the inner 50 per cent of the vegetated riparian zone must be fully protected and vegetated with native endemic riparian plant species
Bridges cycleways paths stormwater oulets and other essential services do not need to be offset but must comply with the requirements set out in the riparian corridor matrix (Table 2) and other relevant Office of Water controlled activities guidelines Offline detention basins do not need to be offset so long as there is an equivalent VRZ for the corresponding watercourse and they are built in compliance with the Office of Waterrsquos Controlled activities Guidelines for watercourse crossings and Controlled activities Guidelines for in-stream works If a proposed basin will not have an equivalent VRZ for the corresponding watercourse it may still be built in the outer 50 per cent of the VRZ but must be offset
The averaging rule should generally be applied to cleared waterfront land Development proposals involving waterfront lands that contain existing native vegetation should seek to preserve that riparian vegetation in accordance with the minimum riparian corridor requirements outlined in Table 1 Figure 3 Averaging rule
Page 107 of 136
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Controlled activities on waterfront land - Guidelines for riparian corridors on waterfront land
5 NSW Office of Water July 2012
Applications for controlled activity approvals Applications for controlled activities approvals should be informed by the riparian corridor matrix shown in Table 2 and prepared using the Application for a Controlled Activity Approval for works on waterfront land form and the Guideline for completing an application for a Controlled Activity Approval
Other controlled activity guidelines are available on the Office of Water website and outline relevant considerations for applicants when proposing activities and works on waterfront lands
Streamlined assessment Where applications are presented in accordance with the riparian corridor matrix (Table 2) and other Office of Water controlled activity guidelines they will be assessed under a streamlined process This may decrease the amount of time it takes the Office of Water to make a determination saving applicants time and money
Applications that do not conform to the matrix andor relevant Office of Water controlled activity guidelines will continue to be subject to merit assessment to ensure that the proposals meet the requirements of the WM Act All applications will still need to demonstrate that minimal harm will occur to waterfront land before a controlled activity approval will be issued
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_e
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 5
Report on EEC Impacts Project Approval Document Schedule 6 Condition 5 c
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of2010
Casuarina glauca
Acacia parramattensis
Eucalyptus amplithornlia
Eucalyptus moluccana
DELLARA PTY LTDProposed Orchard Hills Facility
Response to ltem 1(e)in Short Minutes of Order - 12 May 2011
in the Land and Environment CourtProceeding No 1 0928 of 201 0
INTRODUCTION
Point 1(e) in Short Minutes of Order nominates the following
Riparian Zone and EEC
(e) Provide information on the impacts of dust surface water and
groundwater upon the vegetation within the riparian zone and EECwithin the conservation zone both on and off the Project Site
Based on detail provided by NPWS 119971 the Blaxland Creek riparian zone within and
outside the Project Site comprises tree and shrub vegetation including
Mel aleuca line ar iithornliaBursaria spinosa and
Grevillea juniperina
plus a range offerns and other grass and herb groundcover species
The adjoining endangered ecological community west of the Project Site (on Commonwealth
land) |NPVS 1997] comprises tree and shrub vegetation including
Acacia decurrens Breynia oblongifolia
Eucalyptus moluccana Phyllanthus virgatus
Meleleuca lineariifolia Acacia elongata
Melaleuca stypheloides Acaciafalcata
Melaleuca nodososlash
Dodonaea viscosa subsp cunesta
Bossiaea prostrata and
Eremophila debilis
Astroloma humifusum Pultenqea microphylla
plus a range ofgrass and herb groundcover species
I have set out below the impacts that I consider will occur on the vegetation within both theBlaxland Creek riparian zone and the adjoining endangered ecological community
DUST IMPACTS
Dust which accumulates in high concentrations on plant leaves can have the effect ofinterfering with photosynthesis by reducing the amount of light reaching the photosynthetic
apparatus of the leaves and increasing leaf temperature In addition dust can have an impacton water vapour loss by preventing the leaf stomates from closing as they would normally do
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of2010
DELLARA PTY LTDProposed Orchard Hills Facility
Reference to PAE Holmes [2011] identifies that predicted total deposited dust levels in thevicinity of the subject vegetation communities would be in the order of 2 to 8gmm2 permonth (Scenario 1) and 2 to 4gmlm2 per month (Scenario 3) These levels include ihebackground deposited dust levels and the^predicted contribution from the facility It isnoteworthy that the higher level of Sgmlmlmonth would only be applicable at the closestpoint of the Blaxland Creek riparian vegetation and then it would only occur for the durationof activities represented by Scenario 1 ie only for a 6 month period during siteestablishment
Doley 12006] quotes Farmer [1993] as showing that direct physical impacts on vegetationbecame apparent at relatively high surface loads [eg gt Tgmlm] On the other handchemical effects of reactive materials such as cement dust may become evident at rate ofdeposition of 2gmlmz Dusts containing chemically reactive materials such as sulphates ornitrates can also have major impacts on vegetation tissue
Holmes [Henschke perscomm Muy 2011] also indicates that the dust likely to be generatedfrom activity at the site would be relatively inert mineral material rather than dust that has adeleterious impact on plant tissue by virtue of its chemical properties
The rate of dust deposition resulting from proposed activity ^at
the Orchard Hills site iscalculated by PAE Holmes [2011] to be of the order of 2-8 gmmper month
The potential rate of dust deposition calculated by PAE Holmes [2011] also assumes that thereceptive surface collects and retains all of the deposited dust and is based on collections in adust gauge from which no material can escape In practice this would not be the case sincedust is removed from leaf surfaces in the field by wind action the flexing of branches andby incident rainfall with the consequence that large proportions of any potential dust wouldnot accumulate on leaf surfaces at all or for any length of time
In this regard it is interesting to note the work of Keller and Lamprecht fcited by Doley20061in vegetation adjacent to a busy unsealed highway in the Alaskan tundra showed thatover 850o of deposited dust may be dislodged
Table 1 contains records from the Bureau of Meteorology site at Orchard Hills TreatmentWorks that show that rainfalls of gt1mm are received between 5 and 8 times each monthduring the year with a total ofjust over 76 days per year when such falls are recorded
Rainfalls of gtlmm would be sufficient to remove most of the dust from all but the mosthorizontally-orientated leaves As a consequence the levels of dust accumulation calculatedby PAE Holmes [2011] would be somewhat lessened in their magnitude generally speakingby the impacts of rain and wind on the vegetation surfaces Dust would accumulate to somedegree for a few days and then effectively be removed following wind or rain events
The amount of dust that is deposited on the leaves of growing plants is affected by theorientation of the leaves their age their surface roughness surface waxiness and wettability
For instance most eucalypt leaves are erect or pendulous in orientation rather than horizontalin presentation fGMCunningham pers obs Doley 2006] As such these leaf surfacesprovide a difficult medium for dust accumulation per se or for dust to create a debilitatingproblem
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of 2010
DELLARA PTY LTDProposed Orchard Hills Facility
Table IRainfafl Observations from Orchard Hills Treatment Works Iacute1970-20111
Month Mean Rainfallfmml
Mean Number ofRain Davs
January 1017 83
Februarv 1113 85
March 894 77
April 625 62
May 641 59
June 520 49
Julv 375 43
Auqust 398 38
September 365 51
October 563 69
November 758 78
December 723 72
Total 801 1 766Source Bureau of Meteorology website - 16 May 201 1
The other main native tree and shrub species within the Blaxlands Creek and adjoiningDefence lands at Orchard Hills are listed above These species also have generally verticalnear vertical or pendulous leaf orientations that serve to reduce dust accumulation and thusany impact on plant growth
In the light of the above considerations I conclude that there would not be any deleteriousimpacts on the vegetation of Blaxland Creek or the adjoining Defence lands from dustpotentially generated within the Project Site
SURFACE WATER IMPACTS
Reference to GSS EnvironmentaliBMTWBM (2010) and GHDGSS Environmental (2011)
identifies that no contaminated water would flow from the Project Site towards theendangered ecological community on the western side of the Project Site It is noted that thesite stormwater management system addresses sediment-laden runoff from disturbed areas
not in contact with emplaced waste and is specifically designed and maintained in separation
to the cell leachate management system Similarly the same report identifies that a range ofsuitably sized dams (in accordance with the Blue Book) would be constructed to containsurface water run off from the outer slopes of the northern and eastern faces Stormwaterrunoff inside the facility will be managed by a series of internal sediment dams within thecells (including treatment where required) which is preferentially used internally for aspects
such as dust suppression Vater surplus to usage requirements meeting required water qualitycriteria may be transferred to external sediment Dam 2 for monitored licenced discharge inaccordance with an EPL noting this is also downstream of the EEC Consequentlyconcentrations of suspended solids would be sufficiently low so as not to adversely affecteither water quality within Blaxland Creek or the adjoining riparian vegetation
In light of the proposed surface water management controls referred to above neither theendangered ecological community nor Blaxland Creek riparian vegetation will be adverselyaffected by the proposed project
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GEOFF CUNNINGHAM DELLARA PTY LTDResponse to Point 1(e) Proposed Orchard Hills FacilityLampE Court Proceeding No 10928 of2010
GROUNDWATER IMPACTS
Reference to Aquatena Consulting (2010) confirms that the installation of clay linedemplacement cells (with leachate management) and the inherently low permeability of thesurrounding claylshales that groundwater beyond the Project Site will not be adverselyaffected by the project Consequently the adjoining endangered ecological community andthe Blaxland Creek riparian vegetation will not be adversely impacted upon by the project
REFERENCES
Aquaterra Consulting Pty Ltd [20101 - Cell Design and Groundwater Assessmentprepared on behalf of Dellara Pty Ltd (Part2 of the Specialist Consultant Studies
Compendium)
Doley [20061 - Airborne Particulates and Vegetation Review of Physical Interactions CleanAir and Environmental Quality a0 p)36-42
Farmer AM [1993] - The Effects of Dusts on Vegetation - a Review EnvironmentalPollution 7963-75
GHDGSS Environmental (2011) - Report on Additional Information prepared for DellaraPty Ltd v Minister for Planning and Anor - 19 l|4ay 20Il
GSS Environmental BMT WBM [2010] - Surface Water Assessment prepared on behalfof Dellara Pty Ltd (Part 3 of the Specialist Consultant Studies Compendium)
Kellero J and Lamprecht R [1995] - Road Dust as an Indicator for Air PollutionTransport and Deposition An Application of SPOT imagery Remote Sensing of theEnvironmenI54 I-I2
NPWS l99ll Urban Bushland Biodiversity Survey of Vyestern Sydney FloraAppendices 3 NSW National Parks and Wildlife Service Hurstville
PAE Holmes [2011] - Supplementary Air Quality Assessment - Modified Preferred Project
- Orchard Hills Waste amp Resource Management Facility prepared for Dellara Pty Ltd - 18
May 2011
Geoff Cunningham B ScAgr fHons] FAIAST
Managing Director and Principal Ecologist and Soil Scientist
Geoff Cunningham Natural Resource Consultants Pty Ltd
19th May 2011
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 6
Reconciliation of the Requirements of Schedule 7 of the Project Approval
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Page1of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND
OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
A Minimum design requirements for CampI Waste stockpile buildingstormwaterleachate systems The CampI Waste Stockpile building must include the following measures unless otherwise approved by the EPA
a Stormwater management measures
i The design of the CampI storage facility stormwater conveyance system must be for the 20 year ARI stormwater event and discharge to stormwater management system (SMS)
ii The sediment dams storage for the SMS is are to be designed for a 90th percentile 5 day rainfall event to ensure that stormwater and leachate are not mixed The conveyance system is to be designed for the 20 year ARI stormwater event
b Leachate management measures
i Washdown water from within the CampI Waste Stockpile building is to be separated from stormwater and managed as leachate
ii The SMS and the LMS must be completely separate around the border of the CampI waste stockpile building
iii The concrete floor must be designed to support the mass of CampI waste and to shed washdown water to the LMS The concrete floor must have a slope to facilitate flows of washdown water into the leachate management system (LMS)
Items A a and b have been addressed in the design of the CampI Waste Stockpile Building shown in the Appendices of the LEMP specifically Drawing Vaughan Construction SK010D ndash Design and Operation of the CampI Warehouse showing Material and vehicle movements Items A a and b have been addressed in the design of the CampI Waste Stockpile Building shown in the Appendices of the LEMP specifically Drawing Vaughan Construction SK010D ndash Design and Operation of the CampI Warehouse showing Material and vehicle movements
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Page2of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
B Minimum design requirements for Gas collection systems
a The lateral collection pipes of the gas collection system are to be located not more than 50m apart
b Chimney drains are to be no more than 200 metres apart and must comprise non calcareous granular material with a permeability greater than 1x10-3 msec
c Chimney drains will be installed on the side liner to facilitate gas venting and prevent perching of leachate
d The landfill gas management system should be designed in accordance with the Handbook for the design construction operation monitoring and maintenance of a passive landfill gas drainage and biofiltration system UNSW and GHD NSW DECCW March 2010 unless otherwise approved by the EPA
SeeAuditTask18ndashLandfillEnvironmentalManagementPlanspecificallysection410andAuditTask7ndashAirQualityandGreenhouseGasManagementPlanSeeSection25oftheLandfillEnvironmentalManagementPlan(LEMP)
C Minimum design requirements for Cell liners
a The clay basal liner within each cell must
i Extend up the side of the quarry wall for at least 2m to provide for capture of leachate and prevent leakage at the join of the HDPE side liner and the clay base liner
ii Achieve an infiltration rate equivalent to or less than 90cm of compacted clay with a maximum permeability of 1 x 10-9 msec
iii The extension of the clay liner up the side of the quarry wall
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
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Page3of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
shall be of equivalent thickness (when measured perpendicular to the liner surface) and permeability as the basal liner
iv Refer to additional conditions regarding cell 2 below
b A groundwater depressurisation system (as described in Appendices of the (Revised) Overview Report for the Further Modified Project Report (Ex Z in Appeal No 10928 of 2010) accompanying the Further Modified Preferred Project Report (Ex Z in Appeal No 10928 of 2010) must be installed between the landfill cell liner and the natural geology where the cells are below the ground level The design for the groundwater depressurisation system must be included in the design for the landfill cells and accompany the application for the EPL
c The HDPE side liner must
i Overlap with the basal clay liner (which must extend up the side wall for at least 2m)
ii Be placed against an appropriate geotextile cushion material against the side of the quarry wall
iii If in the opinion of a certified CQA assessor the HDPE will be damaged by the roughness of the inside wall surface then a composite clay-HDPE liner system must be placed against the entire quarry wall unless otherwise approved by the EPA
iv Have a minimum thickness of 15mm and conform to the relevant Australian Standards
d Geotextile must be placed on either side of the HDPE side liner
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
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Page4of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
e All cell construction works are to be assessed by the CQA assessor and certified as suitable before emplacement of waste begins
f All cells and sub cells must include an active leachate extraction or drainage system as per Section 284 of the FMPPR
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
D Minimum design requirements for Capping
a The capping design must be the modified cap design incorporating a geomembrane liner and drainage layer (as specified in Table 24 of the FMPPR) (note that the drainage layer is not optional)
b The drainage layer permeability must be greater than 1x10-3 msec The aggregate used in the drainage layer must not include crushed concrete
c The sealing clay layer must be a minimum of 600mm thick and have a permeability of not greater than 10 -8 msec
d The subsoil layer must be a minimum thickness of 750mm
e The bund walls on the north eastern and eastern boundaries of the site must be conditioned as part of the site development works and before any waste is placed on the site
f All barrier and drainage layers including geomembrane must be the
Seesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeplansinAppendicestoBundwallLandscapingandVMPandRehabilitationPlan
1 SiteEstablishmentndashRehabilitationandLandscapingPlanDrawingNoPL201709Adated10January2017
2 LandformandRehabilitationLandscapingPlanDrawingNoPL201710Adated10January2017
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Page5of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
subject of approval by the EPA
E Minimum design requirements for Cell 2 An additional groundwater depressurisation layer behind the HDPE side liner of Cell 2 must be installed if required to relieve groundwater pressure caused by the increase in depth
ThisrequirementisnotrelevantuntilplansforStage2(Cell2)aresubmittedfollowingthecompletionofStage1(Cell1)
F Landfill operational requirements
1 In addition to the leachate management system specifications indicated above the landfill operation must comply with the following requirements to ensure that leachate is minimised and that leachate is separated from stormwater throughout the operation of the Project unless otherwise approved by the EPA
a The active landfilling face must not exceed 420 m2 in plan area at any time
b The daily cover must be placed on the active landfill area to a minimum thickness of 150mm The area of landfilled waste with daily cover should not exceed 1ha
c The active cell must be covered with intermediate cover of clay rich soil to a minimum thickness of 300mm should it not be landfilled within 90 days of placement of daily cover
d The combined area of daily cover and intermediate cover should not exceed 3 ha at any one time excluding temporary batter slopes and any sub-cell that is undergoing final capping and revegetation unless otherwise approved by the EPA
SeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)
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Page6of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
e Batter slopes must be covered with intermediate cover where exposed for more than 90 days The final capping and revegetation works of any subcell should be completed within 3 months of all of the landfilled waste in that subcell reaching the approved final landform unless otherwise approved by the EPA
f The cell must be progressively capped with the final capping profile as per condition D(a-f) of Schedule 7
g The active landfilling faces must be bunded to prevent run-off and run-on of stormwaterleachate from the exposed waste
h Collect and extract stormwater runoff from daily and intermediate covered areas and discharge this water as stormwater subject to testing and compliance with the specifications in the EPL
i All leachate drainage and capping drainage material must achieve a permeability of greater than 1x10-3 msec and comprise non calcareous granular material
j The leachate head is to be monitored as part of the monitoring program
k The leachate head on the liner system should not exceed 300mm above the cell floor throughout the operation of the facility unless leachate is required to be stored in the landfill under extreme wet weather conditions
SeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)andSeeplansinAppendicestoBundwallLandscapingandVMPandRehabilitationPlan
SiteEstablishmentndashRehabilitationandLandscapingPlanDrawingNoPL201709Adated10January2017andLandformandRehabilitationLandscapingPlanDrawingNoPL201710Adated10January2017
SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)
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Page7of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
l If the leachate head exceeds 300mm additional leachate extraction measures are to be implemented immediately to reduce the leachate head to acceptable level
m The Leachate Management Plan must include contingency measures in the event of failure or severe storm event or excess leachate volumes greater than the modelled predictions or fugitive leachate emission
n During site establishment the material within the dam in the Cell 1 area is to be treated as follows
i Water is to be tested prior to pumping and appropriately disposed of
ii Sediment is to be tested classified and appropriately disposed of
iii Testing procedures are to be carried out in accordance with EPA procedures and for EPA analyte list
Seesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeeAuditTask20ndashStormwaterDewateringManagementPlanapprovedbytheEPA7March2017
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Page8of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
G Waste inspection procedures 1 Detailed waste screening procedures for all waste received at the site and all waste extracted from bund walls are to be prepared and implemented to ensure that all waste meets the classification of general solid (non-putrescible) or special waste for asbestos recovered from the on-site bunds The procedures must include
a Visual inspection of all received waste
b All staff members that monitor the site entrance shall be trained in the identification and classification of solid waste Vehicles with unacceptable loads of waste will be refused entry to the site
c Require documentation for all soils received from the site to confirm their origin
d Random sampling and testing of soils to confirm that they meet the classification of general solid (non-putrescible) waste
e Prominent signage at the entrance to the landfill defining acceptable wastes and directing users to contact the gateperson for information regarding disposal of other wastes
f Random daily inspection of vehicles entering the landfill All vehicles suspected of containing unacceptable waste will be refused permission to deposit waste until the waste is verified as being acceptable Staff shall require and collect appropriate evidence from the driver of the vehicle eg test certificate approvals etc as appropriate as verification that the waste is acceptable
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
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Page9of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
g Directing vehicles with unacceptable wastes to an appropriate disposal facility
h Random monitoring and inspection of wastes as they are discharged from vehicles at the waste disposal areas by site personnel All waste suspected of being unacceptable will be segregated and checked as to its acceptability eg by detailed inspection andor testing as deemed appropriate by site staff
i Monitoring of the deposited waste during spreading compaction and covering at the landfill or stockpiling at the site All waste suspected of being unacceptable will be segregated and checked to determine its acceptability eg by detailed inspection andor testing as deemed appropriate by site staff and
j Recording of all incidences of identification of unacceptable wastes in the sitersquos daily log The record will include
i Details of the waste eg type
ii Source of the waste eg vehicle identification driver identification and generator of the waste
iii Recommended waste management facility(s)
iv Result(s) of contacting the waste management facility and
v Date contacting the EPA
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
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Page10of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
k In the event that unacceptable waste is identified in an incoming vehicle the vehicle will be refused entry re-directed and details of the incident recorded as described above Site personnel will advise the driver of the vehicle of appropriate waste management facilities or to contact the EPA for advice on appropriate management of the unacceptable waste
l In the event that unacceptable waste is identified during deposition by a vehicle staff will immediately segregate and contain the waste away from the active landfilling area or recycling amp re-processing area Site personnel will record the details of the waste such as type the source and the vehicle and driver identification Site personnel will advise the driver of the vehicle that the waste is not acceptable and may load the waste back onto the vehicle where practical and safe to do so The vehicle will then be escorted from the landfill by Site personnel Site personnel will advise the driver of the vehicle to contact the EPA for advice on the appropriate management of the unacceptable waste
m In the event that unacceptable waste is identified during the spreading and compaction of deposited waste or stockpiling at the site site personnel will segregate and contain the waste away from the active waste disposal or recycling amp re-processing areas Site personnel will make all practical efforts to identify the source of the waste including
i Inspecting the waste for possible identification labels on containers and
ii Identifying the type of waste and consequently the possible
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
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Page11of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
sources
n Site personnel will contact the EPA to confirm appropriate management options and will document the final disposition of the unacceptable waste in accordance with the EPAs requirements
o In the case of asbestos and other waste contained in the bund walls a screening procedure must be developed based on information contained in the Preliminary In-Situ Waste Classification dated September 2009 to identify the procedures for ensuring all extracted waste from the bunds is appropriately classified and managed This procedure should be implemented before waste activities commence at the site
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
H Surface water and groundwater management
1 A minimum total of seven groundwater observation bores will be drilled around the perimeter of the facility as part of the site establishment works Bore construction will be in accordance with EPA requirements and sampling will be carried out in accordance with monitoring plan in the LEMP and in accordance with the EPL
2 Prior to commencement of waste emplacement the groundwater will be sampled and monitored for an EPA approved analyte list using the bores to establish background conditions in surface water and groundwater
3 Groundwater will be sampled and monitored throughout the operation of the facility and post closure for as long as deemed necessary by the EPA and at intervals specified by the EPA
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwells
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Page12of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
4 Stormwater runoff from intermediate cover areas (minimum 300mm thick) and bunded areas of the cell floor will be isolated from contact with the waste and will be collected and pumped from the landfill area and treated as stormwater in the stormwater management system
5 Surface water runoff and leachate must be kept separate at all times To ensure this occurs the applicant is to ensure the control and mitigation measures referred to in the surface water report of GSS are to be incorporated into the design and implemented during each stagephasecell of the development including but not limited to
a Construct sedimentation dams for sediment-laden runoff
b The surface water management system is to include measures to treat run off to where required to reach acceptable discharge under the EPL according to guidelines from Managing Urban Stormwater - Soils and Construction Manual (DECC 2004) and EPA requirements
c Re-use water from sedimentation dams for dust suppression and revegetation
d Water discharged from site via a licensed discharge point where its quality is monitored
e Temporary erosion and sediment control measures to be installed during construction
f Clean runoff is must be directed away from disturbed areas
AuditTask8ndashSoilWaterandLeachateManagementPlan
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Page13of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
g Maintenance of sediment control structures
h Contingency procedures for breaches and cross-contamination between stormwater and leachate
6 Only stormwater is to be reused onsite for dust suppression and revegetation with excess stormwater managed and treated where required for monitored licensed discharge
7 The Stormwater Soil Water and Leachate Management Plan must identify the location of licensed discharge points for stormwater and monitoring parameters and frequency of monitoring
8 The stormwater system must be designed in accordance with the Managing Urban Stormwater ndash Soils and Construction Manual (the ldquoBlue Bookrdquo) ndash DECC 2004
9 Monitoring requirements for surface water and groundwater (parameters and frequency) must be included in the Plan
AuditTask8ndashSoilWaterandLeachateManagementPlan
I Monitoring
1 All groundwater piezometers must be installed around the site as per Annexure 5 in Appendix 1 contained the Cell Design and Groundwater Assessment (Aquaterra 2010) These piezometers must be installed and appropriately sampled during site establishment and before any waste is received at the site to determine background groundwater characteristics (groundwater quality and groundwater flow conditions)
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwells
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Page14of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
2 The piezometers must be sampled during the detailed engineering design and site establishment phases to identify and confirm background groundwater characteristics and clarify the connectivity between groundwater and the creek
3 The operator must engage an independent party (or parties) to monitor the following during the life of the project in accordance with the LEMP and the EPL
a Groundwater levels and quality
b Leachate levels in cells and quality
c Leachate levels in dams and quality
d Surface water quality at offsite discharge point
e Cover and capping operations on waste cells
f Background groundwater characteristics and
g Clarify the connectivity between the groundwater and Blaxland Creek
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwellsInadditionseeAuditTask18‐LEMPsection493
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Page15of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
4 Leachate modelling must be validated through independent assessment and monitoring of leachate flows levels and volumes in leachate storage ponds
5 If validation assessment of the leachate model indicates excess leachate storage is required then potential contingency arrangements must be developed and implemented to the satisfaction of the EPA If directed by the EPA further waste receipt must be suspended until the EPA is satisfied with the arrangements
6 Results of leachate validation assessment compared to the model provisions must be provided to the EPA upon request
GroundwaterMonitoringPlanisincludedinAuditTask8ndashSoilWaterandLeachateManagementPlan
J Construction Quality Assurance Plan
1 A Construction Quality Assurance Plan (CQA) must be prepared and implemented for the entire site including development works cell construction stormwater and leachate management measures capping and post closure rehabilitation
2 The CQA plan must include provisions for the following in accordance with the POEO Act
a Sources of construction material
b Testing of construction materials
c Inspection and testing procedures for constructed cell liners (basal and side)
SeeAuditTask22ndashConstructionAssuranceQualityPlan
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Page16of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
d Construction methodology for compacting clays including number of lifts and moisture conditioning for each cell
e Inspection and testing procedures for HDPE and geomembrane liners
f Rectification of non conforming components
g Certification sign off by suitably qualified assessor on the completion of each of the specified works
h An independent certification report must be prepared to confirm that each of the specified works were completed as required and in accordance with the CQA plan and any EPL conditions This report is to be submitted to the EPA at the completion of each of the specified works
i The CQA plan must be included in the LEMP
j Contingency measures in the event of failure or sever storm event or fugitive leachate emission and
k Leachate modelling for the Project must be provided to confirm the efficacyadequacy of the proposed final leachate management and surface water management design and incorporated into the SWLMP
SeeAuditTask22ndashConstructionAssuranceQualityPlan
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Page17of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
K Minimum Design Requirements for Rehabilitation and Post Closure Management
1 The cap design must include a drainage layer
2 Appropriate vegetation must be properly established on site and cap
3 Erosion must be controlled and managed
4 Surface water runoff must meet discharge water quality requirements as specified in the surface water assessment dated February 2010 prepared by GSS Environmental and the EPL
5 Surface water and testing must be incorporated into the monitoring plan of management
6 The final landform height and profile is not to exceed the height and shape specified in Figure 220 of the FMPPR
SeeAuditTasks12and15ndashBundwallLandscapingandVegetationManagementPlanandRehabilitationPlanThisPlanacknowledgesthecappinglayerspecifiedintheFMPPRHoweverStage1ofoperations(uptothecompletionoftheexcavationofcell1isnotlikelytoinvolvetheconstructionoffinalcappingInterimfinalcappingwillbeusedalongwithstaticloadingwithmaterialstockpilestominimizethepotentialforsettlementSeeAuditTask8ndashSoilWaterandLeachateManagementPlanandAuditTask18LEMPAuditTask8ndashSoilWaterandLeachateManagementPlanandAuditTask18LEMPDetailshavebeenincorporatedinAuditTask1ndashDetailedEngineeringPlans
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Page18of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
7 In order to ensure there is no need to increase the height of the landform any settlement areas that may result in ponding of surface water will need to be backfilled and this process will continue until the EPA determines that the facility is stable and does not represent a risk to human health or the environment The following actions must be undertaken
a Regular maintenance of slopes through backfilling and revegetation of settled areas to prevent ponding of water and facilitate runoff and
b All backfilling activities are to be undertaken with subsoil of the same composition as proposed subsoil (on site clays) referred to the in the cap profile
8 Regular inspection and reporting by an independent suitably qualified assessor on an annual basis to assess the integrity of the cap the grade and the existence of differential settlement areas where ponding could occur
9 All reports identified above are to be provided to the EPA and relevant certifying bodies within four weeks of the inspection date Reports are also to be made publicly
10 Monitoring is to continue until the EPA determines the facility is stable and no longer represents a risk to human health or the environment
SeeAuditTasks12and15ndashBundwallLandscapingandVegetationManagementPlanandRehabilitationPlanThisPlanacknowledgesthecappinglayerspecifiedintheFMPPRHoweverStage1ofoperations(uptothecompletionoftheexcavationofcell1isnotlikelytoinvolvetheconstructionoffinalcappingInterimfinalcappingwillbeusedalongwithstaticloadingwithmaterialstockpilestominimizethepotentialforsettlement
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 7
Response from Agencies
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From Irene ZingerTo davidwhitepatonslanecomauCc John GaleaSubject OUT1710124-DPI Water response - PLRRC Bund Wall Landscaping and Vegetation Management Plan and
RehabilitationDate Monday 6 March 2017 90041 PMAttachments OUT17_10124 DPI Water response - PLRRC Bund Wall Landscaping and Vegetation Management Plan and
Rehabilitationpdf
Hi David
Please fiend enclosed DPI Waters comments
For further information please contact John Galea Water Regulation Officer ParramattaOfficer telephone 8838 7520 or email johngaleadpinswgovau
Best regardsIrene
Irene Zinger | ARegional Manager - MetroWater Regulation OperationsNSW Department of Primary Industries - WaterLevel 11 10 Valentine Avenue | Parramatta NSW 2150PO Box 3720 | Parramatta NSW 2124T 02 9842 8513 M 0419 406416 F 02 9895 7501E irenezingerdpinswgovauW wwwdpinswgovau wwwindustrynswgovau
This message is intended for the addressee named and may contain confidential information If you are not the intended recipientplease delete it and notify the sender Views expressed in this message are those of the individual sender and are not necessarilythe views of their organisation
Page 134 of 136
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 4 Patons Lane Resource Recovery Centre Orchard Hills
Appendices Page
1 Site Establishment ndash Rehabilitation and Landscaping Plan 58 Drawing No PL201709A dated 10 January 2017
2 Landform and RehabilitationLandscaping Plan 61 Drawing No PL 201710A dated 10 January 2017
Attachments
1 Approval from DPampE to Stage Plan 62
2 Approval from DPampE for Huon Designs to undertake Plan 66
3 GHD Plans and Cross sections for Bund Reshaping 81 and Related Works
4 Survey of Riparian Zone and DPI Water policies and guidelines 96
5 Report on EEC Impacts Project Approval 109 Document Schedule 6 Condition 5 c
6 Reconciliation of the Requirements of Schedule 7 of 114 the Project Approval
7 Response from Agency Consultation 113
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 5 Patons Lane Resource Recovery Centre Orchard Hills
10 INTRODUCTION AND EXECUTIVE SUMMARY Rodney Cox of Huon Designs has been engaged by SRC Properties Pty Ltd (SRC) to provide a Bund Wall Landscaping and Vegetation Management Plan (BWLampVMP) and a Rehabilitation Plan for the proposed Resource Recovery Centre at Patons Lane Orchard Hills 11 Purpose of Plans The specific purpose of the attached plans and report is to address and fulfill the Project Approval Consent Conditions of MP09 0074 as outlined in Tables 1A and 1B below which also identify where each of the consent conditions is addressed in this Plan The two plans have been combined for ease of reference given the overlap of issues and documents relating to the two respective plans The BWLampVMP and Rehabilitation Plan (the ldquoPlanrdquo) comprises three documents including this report Site Establishment ndash Rehabilitation and Landscaping Plan Drawing No PL201709A dated 10 January 2017 and Landform and RehabilitationLandscaping Plan Drawing No PL 201710A dated 10 January 2017 (Appendices 1 amp 2 respectively) These plans and report acknowledge incorporate and further develop the following relevant approved plans and reports in the project approval Further Modified Preferred Project Report (FMPPR) Schematic Landscape Plans and Schedules as prepared by Richard Lamb and
Associates Flora Assessment dated September 2009 prepared by Geoff Cunningham and
Response to Point 1(e) Short Minutes of Order 12 May 2011 Fauna Assessment dated September 2009 prepared by Aquila Ecological Surveys
12 Overview
Located in Orchard Hills NSW Patons Lane Resource Recovery Centre (lsquothe sitersquo) is a
resource management facility within the former Erskine Park Quarry owned by SRC
Properties Pty Ltd (the PrincipalProponent) approved for the landfilling of commercial
and industrial (CampI) and construction and demolition (CampD) waste types (which are
classified as general solid (non-putrescible) waste) Project Approval MP09_0074 was
granted in August 2012
The objectives of the Orchard Hills Waste and Resource Management Facility are to provide
a facility to assist the NSW Government to meet the recycling targets for CampI and CampD
waste to recover a high proportion of clayshale resources for the brick and construction
industry to receive and emplace wastes and residuals from the on-site recycling and to
progressively rehabilitate a disused quarry to re-instate the agriculturally productive land
consistent with the surrounding lands
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 6 Patons Lane Resource Recovery Centre Orchard Hills
13 Management Plan Framework
The Project Approval requires that this Plan and other plans of management be approved by
the Department of Planning and Environment (DPampE) prior to the commencement of the Site
Establishment works and activities (ie construction works) Additionally verification of
these Plans and other documentation is required via the Pre-Site Establishment Audit process
prior to the commencement of any Site Establishment works These Plans have been
developed to acquit these requirements and once approved by DPampE are required to be
attached to the Landfill Environmental Management Plan (LEMP) which will provide the
overarching environmental management framework for the project Once completed and
verified by the Pre-Site Establishment Audit the Proponent can proceed to commence the Site
Establishment works These requirements are set out schematically in Figures 1 and 2
Additional Plans are required to be approved and verified via a separate Pre-Operational
Compliance Audit which must be completed prior to the commencement of operations (ie
the receipt of any waste materials)
Given the long term nature of the project (25 years) approval was obtained from DPampE
pursuant to Condition 32 of Schedule 3 of the Project Approval to submit all but two Plans in
stages with Stage 1 defined as being works and activities up to the completion of the
extraction of Cell 1 which is estimated to take 5 ndash 7 years These Stage 1 Plans will need to
be updated prior to undertaking subsequent Stages 2 and 3
The other two plans required to be submitted prior to the commencement of Site
Establishment works have been prepared to cover Site Establishment works including the
construction of the Recycling and Re-processing Area which are expected to take 18 months
to complete The scope of the Site Establishment works Construction of the RRA and Stage
1 works and activities are set out in further detail below
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 7 Patons Lane Resource Recovery Centre Orchard Hills
Figure 2
Additional Plans required to be incorporated in the LEMP
ConstructionTrafficManagementPlanandBridgeInvestigation
SiteEstablishmentNoiseManagementPlan(SENMP)
Landfill Environmental Management Plan
Plans to be incorporated in the LEMP QuarryOperationManagementPlan DetailedEngineeringPlans AsbestosandContaminationManagementPlan AirQualityandGreenhouseGasManagementPlan SoilWaterandLeachateManagementPlan FireandEmergencyManagementPlan RehabilitationPlan LandfillEnvironmentalManagementPlan
ConstructionQualityAssurancePlan BundWallLandscapingandVegetationManagement
PlanandRehabilationPlan
Plans Covering Stage 1 of the Project ndash (construction works and operation for 5-7
years)
Plans Covering Site Establishment works and construction of the RRA (ie construction works only ndash no operations ndash first 18 months of the
j )
Management Plan Approval Process
Proponent Consultation with Agencies in development of Plans
Submission of Plans to DPampE
DPampE Approval of Plan
Inclusion of Plans in Audit Documentation Pre-Site Establishment Audit Completed
Lodgement of Audit with DPampE Site Establishment works can commence
Figure 1
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 8 Patons Lane Resource Recovery Centre Orchard Hills
14 Statement of Aims and Objectives
The aim of the Plan is to provide the technical detail required for SRC Properties Pty Ltd to protect conserve and enhance the native plant communities in the area The life of the project is estimated at 25 years and at the end of its operation and restoration it will be returned to pasture land and native bushland as intended in the FMPPR In keeping with the intent of the FMPPR the aim is to restore and maintain any disturbed areas This will minimize the impact of the proposed development on the sitersquos surrounding natural ecosystem and the adjacent land uses The aim of the plan is to ensure the development has positive impacts on the visual amenity of the area and the health of the vegetation communities within the area now and into the future The objectives of this plan are to identify the abiotic and biotic factors relating to the site in order to discuss the management strategies required to satisfy the Project Approval Consent Conditions satisfy the aims identified above with reference to managing existing and new native
vegetation areas weed and erosion threats final land use and visual aesthetic amenity provide a framework to implement maintain and monitor the rehabilitation of the site
There are two key vegetation communities associated with this site They are the Cumberland Plain Woodland (CPW) and the River Flat Eucalyptus Forest (RFEF) The Cumberland Plain Woodland is primarily located in Commonwealth Defence Department land to the west south west and south of the site It is an Endangered Ecological Community (EEC) and remnant species still exist on site They occur where the land has been undisturbed by previous quarry operations along the property boundaries and in the vicinity of Blaxland Creek The River Flat Eucalyptus Forest is also an Endangered Ecological Community and occurs in the northwest corner of the site It is the vegetation community associated with the riparian zone of Blaxland Creek
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 9 Patons Lane Resource Recovery Centre Orchard Hills
15 Scope of Site Works and Activities Included in Stage 1
The Department of Planning and Environment approved the lodgement of all but two
management plans on a staged basis Stage 1 is defined as being up to the completion of
excavation of Cell 1 which includes all Site Establishment works and Cells 1A 1B and 1C
Management plans will be updated in future prior to additional works being commenced
(such as Cells 2 and 3) which constitute stages 2 and 3
Stage 1 works and activities are made up of the following components
Site Establishment works and activities
Construction of the Recycling and Reprocessing Area (RRA)
Operation of the Landfill and the RRA and cell construction up to the completion of
the excavation of Cell 1 (made up of Cells 1A 1B and 1C)
Stage 1 is expected to take 5-7 years to complete It is confirmed that Plans for Stage 1 have
been prepared based on the impacts of the above activities being carried out on a full
operational level ie up to the maximum permitted tonnages and vehicle movements as
permitted by the Project Approval which are summarised below
Hours of Construction Monday to Friday 7am to 6pm and Saturday 8am to 2pm General Operating Parameters
Total input up to 450000 tonnes per annum (tpa)
Waste recycled up to 350000 tpa
Waste landfilled up to 205000 tpa
Heavy Vehicles up to 250 heavy vehicle movements per day
Maximum resource export rate 160000 tpa
Maximum stockpile height RL 54 m AHD
Construction 10 ndash 15 people
Operation 20 people full time plus up to 10 part-time contractors
Hours of Operation
MondaytoFriday7amto6pmand
Saturday8amto2pm
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 10 Patons Lane Resource Recovery Centre Orchard Hills
16 Scope of Site Works and Activities Included in Site Establishment and Construction of the Recycling and Reprocessing Area
These construction activities are expected to 18 months to complete and will be carried out
within the following parameters
Hours of Construction
Monday to Friday 7am to 6pm and Saturday 8am to 2pm
Personnel
Construction 10 ndash 15 people
17 Scope of Site Works and Activities Included in Site Establishment
The site establishment works and activities are as follows
Constructionshaping of the northern face and much of the eastern face to their
final rehabilitated landform and landscaping of those faces
Construction of the northern face will be achieved through the following
Reshaping the existing northeastern and northwestern bund walls by reducing
its height in some areas raising its height in other areas to create an even
northern face with a maximum elevation of 53 m AHD and a more gentle
northerly slope than currently exists The new northern face and acoustic mound
will provide acoustic protection for the earthmoving and landfilling
equipmentvehicles operating within Cells 1 and 2 The acoustic mound will be
removed at the conclusion of capping in Cell 2 when it is no longer needed for
acoustic protection
Areas to the north of the acoustic mound will be regraded to their final
rehabilitated landform with slopes of approximately 5 Final landscaping of
these areas will occur during site establishment
Partial rehabilitation of the existing southern and southwestern bund walls through the
reduction in the elevation to an approximate elevation of between 57 m AHD and 58
m AHD such that they will not be visible from any residence within The Vines
Estate Once re-shaped the surface and adjoining batter slopes will be revegetated
Upgrading and sealing of Patons Lane and upgrading the entrance to the site
(from Patons Lane) together with the refurbishment of the existing dual
weighbridge and associated office
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 11 Patons Lane Resource Recovery Centre Orchard Hills
Site preparatory works within the recycling and re-processing area to create the required landform and
create a suitable pad for the materials recycling facility warehouse and mobile recycling equipment
Construction and commissioning of the on-site wheel wash facility
Upgrading and sealing the internal road network beyond the proposed wheel wash facility to the
exit point from the recycling and re-processing area
Building and construction works and infrastructure works as shown in Figure 3 below
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 12 Patons Lane Resource Recovery Centre Orchard Hills
Figure 3 ndash Site Establishment
Source ndash Figure 26 Further Modified Project Report
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 13 Patons Lane Resource Recovery Centre Orchard Hills
These works and activities will be undertaken generally in the order set out below
(and referenced on Figure 3) noting that the scheduling of specific works will be
dependent on factors such as weather commercial factors including contractor
availability specific logistical requirements and many other issues and will vary
accordingly In addition many of the works and activities will need to be undertaken
simultaneously
1 Construct Surface Water Controls (integrate dams as required) 2 Excavation of stockpiled ClayShale and Construct Northern face (external and
Internal slopes)
3 Regrading shaping areas north of the Northern Face
4 Dewatering of quarry void 5 Landscaping Northern Face
6 Construct Track for Transgrid Access 7 Construct Raw Material Stockpiles 8 Excavate Recycling and Re-processing Area to 48m AHD to 49m AHD Extraction of
clay to form required landform 9 Clay Shale Extraction in Cell 1A then 1B and 1C 10 Install Leachate Riser and Drainage Layer in Cell 1A and then 1B 11 Construct Initial Leachate Evaporation Pond 12 Construction of Recycling and Re-processing Area infrastructure (see Figure 2
overleaf for details) 13 Maintain Height of the Eastern Face of 57m to 58m AHD (outer slope reduced
for landscaping)
14 Construct re-establish Dam 3 (3AampB)
15 Construct re-establish Dam 4 (4A) 16 Construct re-establish Dam 5(5A)
17 Construct Dam 6
18 Establish Contingency Stockpile Area
19 Upgrade Internal Road Network [sealed]
20 Upgrade Internal Road Network [unsealed]
21 Construct Wheel Wash Facility
22 Upgrade Site Entrance
23 Upgrade Existing Weighbridges
24 Upgrade Existing Weighbridge Office
25 Construct Car Park
26 Construct Office
27 Reduction in Height from Southwestern Face 28 Establish Workshop Area 29 Construct Acoustic Mound
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 14 Patons Lane Resource Recovery Centre Orchard Hills
18 Scope of Site Works and Activities Included in the Construction of the Recycling and Re-processing Area (RRA)
The management plans have been based on the impacts of the construction of the entire RRA The layout of the RRA is set out below at Figure 4 These items are largely buildings and structures that will be subject to Construction Certificates BCA regulations and Occupation Certificates certified by an approved certifying authority Figure 4
Source ‐ Figure 28 from Further Modified Project Report
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 15 Patons Lane Resource Recovery Centre Orchard Hills
The infrastructure permitted to be constructed as part of the in the Approved Development in the RRA will be undertaken generally in the order set out below (and referenced on Figure 4) noting that the scheduling of specific works will be dependent on factors such as weather commercial factors including contractor availability specific logical requirements and many other issues and will vary accordingly In addition many of the works and activities will need to be undertaken simultaneously
1 Drainage works 2 CampI Storage and Reprocessing Building
3 Product Bays
4 Delivery Area - concrete apron
5 Small Dam
6 Road network
7 External CampD waste stockpile area 8 External CampD Waste processing area
9 Recycling facility Warehouse 10 Large Items Shed 11 Office
19 Scope of Site Works and Activities Included in the Operation of the Landfill and
Recycling and Reprocessing Area and cell construction up to the completion of the excavation of Cell 1
These works and activities are included in Stage 1 and will be undertaken following the
completion of the Site Establishment works (subject to confirmation via Pre Operation
Compliance Audit) and once the Recycling and Reprocessing Area is constructed (subject
to an occupation certificate) and is operational
The specific works and activities are the
Emplacement of wastes into Cell 1A Construction of Cell 1B and 1C including the selective extractive operations to
extract the clay shale resource and related stockpiling activities Receipt and processing of wastes in the RRA with residuals being emplaced in Cell
1A and 1B
Figure 5 overleaf shows the general arrangement of Cell 1
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 16 Patons Lane Resource Recovery Centre Orchard Hills
Figure 5 ndash Cell 1 General Layout
Source ndash Drawing GHD 21-25736-C003
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 17 Patons Lane Resource Recovery Centre Orchard Hills
110 Project Approval and Consent Conditions Table 1 below details the specific Project Approval Consent Conditions and where they have been addressed It is the intention that this proposed plan will surpass the requirements of the approval in terms of positive environmental outcomes Table 1A Project Approval and Consent Conditions BWLampVMP
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440 BUND WALL LANDSCAPING AND VEGETATION MANAGEMENT PLAN (BWLampVMP) The Proponent shall prepare and implement a Bund Wall Landscaping and Vegetation Management Plan to achieve the final landform and landscaping in Figure 222 of the Further Modified Preferred Project Report (Ex Z in Appeal No 10928 of 2010) This plan must
It is noted that the DPampE provided approval to submit plans on a staged basis on 1 June 2016 An error was made in not including the BWLampVMP in this request A request was made to submit this plan on staged basis as permitted with the other plans as approved by DPampE on 12 November 2016 The DPampE approved the submission of the BWLampVMP on a staged basis on 12 December 2016 This correspondence is provided as Attachment 1 Accordingly this plan is being prepared on a staged basis as per the other plans ie it deals with Stage 1 which is the completion of Site Establishment Works and the completion of the excavation of Cell 1
440a be prepared in consultation with OEH EPA and NOW by a suitably qualified and experienced expert(s)
Huon Designs have been approved by the DPampE as suitably qualified experts in correspondence dated 31 August 2015 (see Attachment 2) This Plan has been forwarded to the following authorities for consultation NOW (this is the former New South Wales Office of Water ndash this Department is now known as DPI Water) The contact is waterreferralsdpinswgovau Attention John Galea EPA ndash Contact Kathy Falconer kathyfalconerepanswgovau wasteoperationsepanswgovau Office of Environment and Heritage (OEH) Note ndash Kathy Falconer is also the contact for consultation with OEH Penrith City Council ndash Contact Peter Wood Manager Assessments
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 18 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
PeterWoodpenrithcity Robert Craig Principal Planner RobertCraigpenrithcity Carlie Fulton Senior Environmental Health Officer carliefultonpenrithcity Note the project approval did not require the proponent to consult with PCC re the BWLampVMP However the proponent is required to consult with PCC re the Rehabilitation Plan so the Plan is being forwarded to PCC The agency comments (which were favourable) from PCC and DPI Water are attached as Appendix 7 Note EPA and OEH advised that they had no comments
440b be approved by the Director-General prior to the commencement of site establishment
This Plan has been submitted to DPampE following consultation with DPI Water EPA OEH and PCC
440c specify the staging milestones for implementation of landscaping works
This Plan is prepared for Stage 1 which is defined in Section 1 This staging is shown on Plans ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and ldquoLandform and RehabilitationLandscaping Planrdquo Drawing No PL 201710A dated 10 January 2017 attached to this report Staging Milestones for the Plans are based on the Stage 1 approved by DPampE
1 Site Establishment Works 2 Excavation and partial restoration of Cell
1 The works in this Plan cover the staging shown in the FMPPR Table 25 Indicative Emplacement and Cell Rehabilitation Staging up to year 5 (approximately) ie the completion of the staging of Cell 1 This is represented in Figure 210a Stage 0 Operations and Figure 221 Rehabilitation Following Site Establishment
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 19 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440d detail specifications for the approved removal reshaping andor landscaping of the bund walls
See Section 30 Site Managementin particular Section 37 Site Establishment ndash Rehabilitation and Landscaping Plan The detailed specifications implemented for the approved removal reshaping andor landscaping of the bund walls have been developed in accordance with the project approval based on the following high level project approval documents The FMPPR provides the requirements for the bund wall works as follows 1 Page 53 paragraph 4 2 Section 29 Existing Bund Wall
Managementrdquo also commencing on page 53 3 Section 23 Site Establishment page 16 4 Section 215 Rehabilitation 5 Figure 221 Figure 222and Attachment A in
Appendix 3 of the Modified Preferred Project Report (MPPR) Schematic Landscape Plans and Schedules
6 The resultant detailed specifications for the approved removal reshaping and design of the bund walls as required in the FMPPR and Site Establishment works are set out in Attachment 3 ndash GHD Plans and Cross Sections The landscape treatment of these bunds shown in the plans is set out in Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and in Section 30 and in particular Section 37 of this report
440e
specify riparian zone management within 50m of Blaxland Creek (measured from the top of the bank)
See Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and Section 30 of this report In particular Sections 31 Zone 1 Conserve areas of moderate resilience ndash Riparian Zone and Section 37 Riparian Zone management has been extended in places up to 100m in this plan The riparian zone is now defined as being 40m (measured from the top of the bank) pursuant to the Guidelines issued by DPI Office of Water (formerly NOW) in 2012
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 20 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440e (cont)
ldquoOn 1 July 2012 new rules commenced regarding controlled activities within riparian corridors The new rules amend the riparian corridor widths that apply to watercourses providing more flexibility in how riparian corridors can be used and making it easier for applicants to determine the Office of Water controlled activity approval requirementsrdquo These guidelines and related DPI Water documents have been followed in the formulation of this plan and the controlled activity approval application to be submitted to DPI Water for works carried out within the riparian zone DPI Water guidelines and policies are appended to this report as Attachment along with a survey defining the riparian zone
440f include measures to minimise native vegetation loss and additional tree planting to offset this loss
See Section 30 Site Management of this report In particular Sections 31 32 and 33 and Huon Design Plans ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and ldquoLandform and RehabilitationLandscaping Planrdquo Drawing No PL 201710A dated 10 January 2017 attached to this report
440g include a landscape plan identifying locations of planting and identifying species to be planted
See Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and Section 30 In particular Section 37 of this report
440h specify the use of only indigenous species propagated from local provenance seed
See Table 5 Revegetation Species List of this report
440i specify the measures which shall be undertaken to protect the EECs on adjacent lands (particularly to the southern and western boundaries of the site) in particular measures to
See Section 30 of this report In particular Section 37 Consultants have previously provided information on the impacts of dust surface water and groundwater upon the vegetation within the riparian zone and EEC within the conservation zone both on and off the Project Site See Attachment 5 (Consent Condition Schedule 6 Condition 5c This information has been used to assist developing strategies which are included
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Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 21 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
i) stabilize exposed soils ii) control of invasive weeds to prevent weeds from migrating to the EECs iii) prevent dust from impacting on the EECs iv) control sediment stormwater and surface run-off from impacting on the EECs v) prevent leachate from entering into the groundwater or migrating off-site and vi) include all of the above measures in corresponding management plans
in this plan protect the EECs on adjacent lands These issues are dealt with in section 30 of this Report and Section 40 Maintenance Monitoring and Key Performance Indicators of this Report See Section 30 of this report In particular Section 34 Erosion Strategy In addition see Soil Water and Leachate Management Plan - Audit Task 8 See Section 3 in particular Sections 31 32 33 and 36 Weed Management See Section 39 ndash Dust Management strategies In addition other dust management strategies relating to site operations not related to rehabilitation are set out in Audit Task 7 - Air Quality and Greenhouse Gas Management plan (AQampGGM Plan) and summarised in this Plan See and Section 34 andSoil Water and Leachate Management Plan Audit Task 8 and Landfill Environment Management Plan - Audit Task 18 See Section 34 which focuses on surface water control to keep surface water out of the leachate systems See specific reference in the Water and Leachate Management Plan Audit Task 8 and Landfill Environment Management Plan - Audit Task 18
440j identify protection measures for the vegetation and controls for each phase of the development
See Section 35 Fencing Strategy and Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
440k specify details of maintenance actions to ensure the vegetation is maintained at all times including
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
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Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 22 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
during the operations and for the post-closure period stipulated by the OEH and EPA
Note that post closure issues are not relevant for this Plan as it only required to deal with Stage 1 up to the end of the excavation of Cell 1
440l specify details of a monitoring and compliance program
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
440m require an annual review for inclusion in the Annual Environmental Management Review that reports on the performance of the landscaping and vegetation management including further recommendations to ensure the successful establishment of vegetation
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 23 Patons Lane Resource Recovery Centre Orchard Hills
Table 1B Project Approval and Consent Conditions Rehabilitation Plan
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
446 REHABILITATION PLAN The Proponent shall prepare and implement a Rehabilitation Plan to achieve the final landform and landscaping in Figure 222 of the Further Modified Preferred project Report (Exhibit in Appeal No 10928 of 2010) This plan must
It is noted that the DPampE provided approval to submit plans including this Rehabilitation Plan on a staged basis on 1 June 2016 This correspondence is provided as Attachment 1 This plan is being prepared on a staged basis as per the other plans ie it deals with Stage 1 ie the completion of Site Establishment Works and the completion of the excavation of Cell 1 Accordingly the works in this Plan cover the staging shown in Table 25 Indicative Emplacement and Cell Rehabilitation Staging up to year 5 (approximately) ie the completion of the staging of Cell 1 This is represented in Figure 210a Stage 0 Operations and Figure 221 Rehabilitation Following Site Establishment
446a be prepared by a suitably qualified expert whose appointment has been approved by the Director-General
Huon Designs have been approved by the DPampE as suitably qualified experts in correspondence dated 31 August 2015 (see Attachment 2)
446b be prepared in consultation with EPA NOW and Council
This Plan has been forwarded to the following authorities for consultation NOW (this is the former New South Wales Office of Water ndash this Department is now known as DPI Water) The contact is waterreferralsdpinswgovau Attention John Galea EPA ndash Contact Kathy Falconer kathyfalconerepanswgovau wasteoperationsepanswgovau Office of Environment and Heritage (OEH) Note ndash Kathy Falconer is also the contact for consultation with OEH Penrith City Council ndash Contact Peter Wood Manager Assessments PeterWoodpenrithcity
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 24 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
Robert Craig Principal Planner RobertCraigpenrithcity Carlie Fulton Senior Environmental Health Officer carliefultonpenrithcity The agency comments (which were favourable) from PCC and DPI Water are attached as Appendix 7 Note EPA and OEH advised that they had no comments
446c be submitted to and approved by the Director-General prior to commencement of the site establishment works
The Plan has been submitted to DPampE following results of consultation
446d define the objectives and criteria for rehabilitation and closure
See Sections 10 and 40 of this Report
446e comply with the minimum design specifications and operationalpost closure requirements in Schedule 7 unless specified by the EPA
Satisfied as detailed in Sections 10 38 and 40 of this Report In addition Schedule 7 of the project approval is attached to this report with details of where these requirements are addressed in various reports
446f identify the works required and the progressive timing to complete the rehabilitation of each part of the Project
See Section 30 of this report and Section 50 lsquoRestoration Works Programrdquo of this Report
446g investigate options for the removal of Dam 2 outside the riparian corridor as of the final landform once the operational purpose of the dam is complete
Not applicable in Stage 1 of the Plan
446h investigate options for the future use of the site
Not applicable in Stage 1 of the Plan
446i include provisions to monitor and manage settlement impacts during and after the operations
Not applicable in Stage 1 of the Plan except as interim preloading waste emplacement with stockpiles of quarried materials to minimize future settlement impacts See Section 40 of this report
446j describe the measures that would be implemented to achieve the specified objectives and criteria for the rehabilitation and closure
See Section 30 and Section 40 of this Report
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 25 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
446k calculate the cost of implementing these measures
See Section 60 ldquoRestoration Works Budgetrdquo of this Report
446l describe how the performance of these measures would be monitored over time
See Section 40 of this Report
446m address the issue of settlement post-closure and provide designs and ongoing maintenance procedures such as backfilling to maintain slope drainage and prevent ponding
See Section 40 of this Report and notes above in reference to 446i
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 26 Patons Lane Resource Recovery Centre Orchard Hills
20 SITE DESCRIPTION 21 Location and Ownership Patons Lane Resource Recovery Centre Lot 40 DP 738126 occupies an area of 60 hectares located at the end of Patons Lane Orchard Hills in the Local Government area of Penrith City Council The site is owned by SRC Properties Pty Ltd and is bordered to the west and south by bush land owned by the Commonwealth Defence Department and by private farming land to the north and east 22 Abiotic Factors 221 Climate The climate in the suburb of Orchard Hills has the historic recording associated with the western parts of the Sydney Basin and nearby Penrith The hottest days have been recorded in summer where temperatures can reach as high as 43 degrees celcius Winter temperatures can range from below freezing with occasional frosts to an average of 17 degrees celcius Rainfall averages about 800mm per annum but is often variable with the highest rainfall generally occurring in the late springsummer months 222 Geology and Soils The geology and soils of the Orchard Hills area is part of the Hawkesbury River flood plain and is typified by Wianamatta Shale soils This has resulted in relatively rich natural soils and abundance of underlying shale The valuable light-firing shale was the resource exploited in the previous quarry operations and is to be further utilized in the ongoing operations of the site The soil is dispersive and relatively erosive Large amounts of various fill materials have been imported onto the site and this will be reused in the operation of the landfill as cover material and capping material 223 Topography and Aspect The property has a predominantly neutral aspect as it has been almost totally impacted by previous quarry operations including the construction of surrounding bund walls The surrounding topography however is generally flat undulating with a slight southerly aspect Once complete the final landform will be a low hill with grades of 2-10 224 Catchment and Drainage The property is part of the Blaxland Creek Catchment that ultimately drains into the Hawkesbury-Nepean Catchment Very little of the current site drains off the property as it is contained by the surrounding bund walls and collected in existing dams The north and west perimeter of the site drains into Blaxland Creek The south and east drain into the depression running east alongside Patons Lane 225 Erosion Erosion is present in previously disturbed areas and is primarily occurring inside the existing bund walls where runoff is then directed into internal dams and ponds The surrounding bund walls are generally stable and well vegetated Blaxland Creek has some erosion along its banks more due to flash floods from upstream than any impacts created on the site
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 27 Patons Lane Resource Recovery Centre Orchard Hills
226 Acoustics and Scenic Amenity The site is currently dormant and has no activities that would impact on the acoustic or scenic amenity of the area A few cattle kangaroos and feral animals graze on the site Only the visual impact of the bund walls is significant due to their relative height uniformity and lack of bush land vegetation 23 Biotic Factors 231 Flora The site and surrounding area contains two (2) plant communities as listed in the Introduction and Executive Summary The two key vegetation communities associated with this site are the Cumberland Plain Woodland and the River Flat Eucalyptus Forest The remainder of the site is bare exposed soil or covered with pasture grasses and a range of perennial and herbaceous weeds The Cumberland Plain Woodland is primarily located in Defence Department land to the west southwest and south of the site It is an Endangered Ecological Community (EEC) and remnant species still exist on site or have germinated here It occurs where the land has been undisturbed by previous quarry operations and in the vicinity of Blaxland Creek The River Flat Eucalyptus Forest is also an Endangered Ecological Community and occurs in the northwest corner of the site It is the vegetation community that makes up the riparian zone of Blaxland Creek Plant species list and those suitable for revegetation are to be sourced from these communities and are listed in Table 5 The list is also a compilation of those prepared by Richard Lamb and Associates (Schematic Landscape Plans and Schedules) and Geoff Cunningham (Flora Assessment Report September 2009 and Response to Point 1(e) Short Minutes of Order 12 May 2011) According to the Flora Assessment there are no records of threatened plant species on the site or in the vicinity and this was confirmed by field surveys undertaken by Geoff Cunningham and Huon Designs 232 Fauna The native fauna populations on the site would be in line with fauna studies undertaken and included in the Fauna Assessment prepared by Aquila Ecological Surveys September 2009 The adjacent Defence Department land is well fenced as is the farming land The only sizeable access onto the site is via the opening to the southeast corner of the site at the end of Patons Lane The site itself does not currently provide significant habitat other than pondsdams and pasture grasslands Despite the high level of disturbance on the site native fauna would still be frequenting much of the site to forage drink and take advantage of isolated trees and vegetation Sightings of wallabies reptiles and a variety of birdlife have been reported anecdotally It should be anticipated that pest species would also frequent the site due to surrounding land uses and reported populations This would include foxes rabbits and feral cats and dogs Once the perimeter security fencing is complete there will be limited access or through movement of larger species They will only be able to enter and leave if they capitalize on the opportune use of open gates and breaks in the fencing
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 28 Patons Lane Resource Recovery Centre Orchard Hills
As stated in Aquilarsquos report if managed appropriately ldquothe Project would not have any impact upon the fauna and fauna habitat on the adjoining Commonwealth land managed by the Department of Defencerdquo Aquilarsquos report also states that the limited and modified habitats represented on the site may support a narrow range of native fauna that are common in the surrounding region Furthermore it states that ldquowhilst three fauna species listed as vulnerable on the Threatened Species Conservation (TSC) Act occur or are likely to occur there is unlikely to be a significant effect on these species or their habitatsrdquo Once complete the project will provide an increase in the amount of valuable habitat in contrast to the decrease in the surrounding areas due to future residential and commercial development pressures 24 Condition of bush land and weeds Intact and undisturbed areas of native vegetation are non-existent on the site The vast majority of the site (as identified in Cunninghamrsquos assessment) is weed invaded disturbed land The weeds present are listed in Table 3 of this report and the native grasses present are included in Table 5 Revegetation Species List The Cumberland Plain Woodland represented on the neighbouring Department of Defence land is relatively intact with moderate disturbance caused by tracks firesecurity management practices and some weeds Most weeds are impacting the site due to a range of causal factors as outlined in Table 2 The riparian zone of Blaxland Creek is intact but disturbed by weeds manmade activities and domesticferal animal grazing The narrow strip of land on the boundaries of the site between the bund walls and the security fencing is largely intact in terms of site soils but is also severely disturbed by weeds manmade activities and domesticferal animal grazing Both areas are likely to have a healthy seed bank of native species They have been hampered in their ability to regenerate due to domestic grazing weeds and pasture grasses There is also undoubtedly a substantial seed bank of weed species present One noxious weed was recorded on the site being African Boxthorn (Lycium ferocissum) a Class 4 Weed Methods for the treatment and removal of weeds are discussed in Section 362 Management of Weed Removal and Encouragement of Natural Regeneration 241 Site Resilience Site resilience relates to the ability of the natural areas to recover or lsquobounce backrsquo after disturbance It is one of the main considerations in prioritizing actions set out in this Plan In the areas of high resilience the site soils have not been disturbed the water regime remains the same and no extra nutrients have been introduced There is also a good representation of all native vegetation strata levels showing varying stages of maturity an intact native seed bank present in the soil potential habitat including hollow-bearing trees connectivity to other natural areas and areas of a size large enough to reduce levels of edge effects There are no areas of high resilience on the site Moderately resilient areas have had some disturbance are adjacent to disturbed areas andor will be affected by runoff from disturbed areas the native vegetation structure is not indicative of a highly resilient area and habitat is threatened The riparian zone adjoining Blaxland Creek exhibits moderate resilience
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 29 Patons Lane Resource Recovery Centre Orchard Hills
Areas of low to nil resilience have experienced significant disturbance such as removal of topsoil addition of fill changes in water flow erosion weeds dominating over native species and loss of habitat It is necessary to stabilize low resilient areas to reduce resources required to preserve and conserve high to moderately resilient areas now and into the future The narrow strip of land between the bund walls and the security fence may well have low to moderate resilience but is severely impacted by weeds and grazing The ability for this zone to bounce back will only be recognized over time as the management practices outlined in this Plan are implemented If it is identified that some of this area has good resilience due to a healthy native seed bank it may be possible to carry out a soil translocation operation as detailed in Section 37 below Fundamentally the theory is to use current bush regeneration techniques to control weeds and encourage natural regeneration This may include revegetation works also The remainder of the site and the bund walls has been severely impacted with no original topsoil It will be further impacted and has no worthwhile resilience These areas need to be stabilized and managed in such a manner to control weeds and to ensure that negative impacts do not place undue pressure on the other zones hence increasing costs The methods for managing areas of varying resilience are outlined in Sections 31 32 and 33 below 242 Causes of Weed Invasion Identifying the cause of weed invasion is necessary to determine work priorities to prevent further encroachment and to reduce the need for high levels of ongoing resources required to achieve outcomes The major causes of weed invasion on site as per the table below are classified as physical disturbance of soil imported soil dumped garden refuse physical disturbance of vegetation wind water and fauna dispersal Most causes of weed invasion listed below occur on the site The methods to control these factors are an important part of this Plan and are outlined below in Section 3 Site Management Recommendations
Table 2 Causes of weed invasion (Hawkesbury-Nepean Catchment Management Trust 2000)
Cause of weed invasion Code Symptoms Physical disturbance of soil S Weed established on bare soil Imported soil F Weeds established on imported soil Dumped garden refuse D Weeds centered on dumped garden refuse Physical disturbance of vegetation V Evident that moving or trampling has allowed weed growth Impacts from storm water R Growing in wet areas below storm water outlets Fauna dispersal O Weeds established in otherwise undisturbed areas Wind w Weeds established in otherwise undisturbed areasanimals not cause Water a Weeds centred on creek where weeds present in headwaters Neighbouring property n Weeds spread from neighbouring property
Measures to control the causes of weed invasion are discussed in detail in Section 361 Management of Causes of Weed Invasion 243 Weed Management Zones Weed management zones are based on site resilience position in the landscape weeds present causes of weed invasion and treatment requirements Zone 1 includes areas mapped with moderate
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 30 Patons Lane Resource Recovery Centre Orchard Hills
resilience and Zone 2 includes areas of low resilience The remainder of the site is Zone 3 has no resilience and will be highly modified over the course of the project It will be subject to rehabilitation into the future including pasture grasses and some native vegetation The Weed Management Zones are shown on the attached plans PL201709A and PL201710A dated 10 January 2017 In general terms Zone 1 represents the restoration and expansion of the Blaxland Creek Riparian corridor River Flat Eucalyptus Forest Zone 2 represents the establishment and expansion of the Cumberland Plain Woodland and its consolidation as a buffer to the neighbouring EEC Zone 3 is primarily the vast proportion of the site Zone 3 has been severely impacted and will continue to be severely impacted Ultimately it will be returned to domestic grazing land with pockets of native vegetation in a staged process as quarry and filling works are completed 244 Weeds The following Table 3 lists the weeds known or likely to occur on the site Field surveys by Geoff Cunningham and Huon Designs have corroborated this information Much of the site (about 55) is water bare soil hardstand roads and bare stockpiles This is unlikely to change significantly until Site Establishment is complete and site rehabilitation occurs Primarily this will involve the reshaping and stabilization of the new bund walls It will also include rehabilitation of the boundary areas and the vicinity of Blaxland Creek The distribution and density of the weeds present on site have been expressed as a percentage in the table below to give some indication of the problems they entail and as a baseline indicator of how successful future management techniques are
Table 3 Weeds on site at time of inspection Botanial Name Common Name Classification Method of dispersalspread Estimate
of Site Cover
Ageratina adenophora Crofton Weed Perennial Herb SeedWindWater 2 Andropogon virginicus Whiskey Grass Perennial Grass SeedWindWater 2 Araujia hortorum Moth Vine Perennial Vine SeedWind 1 Chloris gayana Rhodes Grass Perennial Grass SeedWindWater 2 Chloris virgata Rhodes Grass Perennial Grass SeedWindWater 2 Conyza bonariensis Fleabane Perennial Herb SeedWindWater 2 Cynodon dactylon Couch Grass Perennial Grass Underground Stolons 5 Dittrichia graveolens Stinkwort Perennial Herb SeedWindBirdWater 1 Echinopogon ovatus Forest Hedgehog Grass Perennial Grass SeedWindWater 1 Eragrostis curvula African Lovegrass Perennial Grass SeedWindWater 2 Genista monspessulana Montpellier Broom Woody SeedBirdWater 2 Hypochaeris radicata Flatweed Perennial Herb SeedWindWater 1 Lantana camara Lantana Woody SeedBirdWater 1 Lycium ferrocissum African Boxthorn Woody SeedBirdWater 2 Onopordum acanthium Scotch Thistle Perennial Herb SeedWind 1 Paspalum dilatatum Paspalum Perennial Grass SeedWind Water 2 Pennisetum clandestinum Kikuyu Perennial Grass StolonsImported soilWater 5 Phytolacca octandra Inkweed Perennial Herb SeedBirdWaterTubers 1 Ricinus communis Castor Oil Plant Perennial Herb SeedBirdTubers 1 Senecio madagascariensis Fireweed Perennial Herb SeedWindWater 1 Setaria pumila Pale Pigeon Grass Perennial Grass SeedWindWater 2 Sida rhombifolia Paddyrsquos Lucerne Woody SeedWater 1 Solanum sisymbrifolium Sticky Nightshade Perennial Herd SeedBirdWater 1 Solanum mauritianum Wild Tobacco Small Tree SeedBirdWater 1 Sporobolus africanus Parramatta Grass Perennial Grass SeedWindWater 2 Verbena bonariensis Wild Stattice Perennial Herb SeedWindWater 1
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 31 Patons Lane Resource Recovery Centre Orchard Hills
30 SITE MANAGEMENT All Site ResilienceWeed Management Zones are mapped on Huon Designs Drawing Nos PL201709A and PL201710A The location shape and final finish of the bund walls dams and bioswales are as designed by GHD Group Pty Ltd and as shown on Drawing nos SK010 and SK024 The site management techniques contained within this report are based on these landforms and refer to the above Huon Design Plans Huon Designs will act as the Project Manager on behalf of SRC Properties Pty Ltd (SRC) owners of the facility in order to implement this Plan 31 Zone 1 Conserve areas of moderate resilience - Riparian Zone The areas mapped with moderate resilience are to be allowed to regenerate Additional management techniques are detailed in Section 37 Site Establishment Actions to take should include but are not to be limited to the following Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Restrict vehicle and contractor access to existing tracks and designated construction zone
only (refer to section 351 Protective Fencing) Exclude domestic stock Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy) Identify and treat encroaching weed species by using best practice Bush Regeneration
techniques (refer to section 36 Weed Management Strategy) Monitor areas for future weed encroachment by regular (weekly) inspections and adapt work
program to suit new threats Revegetate Zone 1 with native tubestock of local provenance as per Table 5 Revegetation
Species List (River Flat Eucalyptus Forest) and Drawing No PL201709A Monitor for herbivore activity (scats digging damaged vegetation) and protect regenerating
native species and revegetated areas with protective fencing or plant guards as required (refer to section 355 Vegetation Fencing) and
Monitor to identify areas requiring replacement andor additional revegetation
32 Zone 2 Restore and rehabilitate areas of low resilience - Property Boundaries The priority of working areas of low resilience will be dependent upon their location in respect to moderate resilient areas and the potential of the low resilient areas to affect the surrounding areas These areas of low resilience must not become the source of weed encroachment into other zones Treatment is aimed at suppressing weed growth and stabilizing disturbed soil Weeds must not be allowed to seed and spread Clearly the areas to the northwest west and southwest of the site are the areas of particular importance as the Plan strives to establish and protect the two EECs that are present here Boundary areas to the north east and south east are less of a priority as they will have less impact on the EECs Additional management techniques are detailed in Section 37 Site Establishment Actions to take should include but are not to be limited to the following
Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Vehicle and contractor access kept to existing tracks and designated construction zone (refer
to section 351 Protective Fencing) Exclude domestic stock Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy)
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 32 Patons Lane Resource Recovery Centre Orchard Hills
Identify and treat weed species using best practice Bush Regeneration techniques (refer to section 36 Weed Management Strategy)
Monitor areas for future weed encroachment by regular (weekly) inspections and adapt work program to suit new threats
Revegetate Zone 2 with native tubestock of local provenance as per Table 5 Revegetation Species List (Cumberland Plain Woodland) and areas shown on Drawing No PL201709A
Monitor for herbivore activity (scats digging damaged vegetation) and protect regenerating native species and revegetated areas with protective fencing or plant guards as required (refer to section 355 Vegetation Fencing) and
Monitor to identify areas requiring replacement andor additional revegetation
33 Zone 3 Maintain and control weeds in grazingquarry areas of no resilience The priority of working areas of no resilience will be dependent upon their location in respect to medium and low resilient areas and their potential to affect the surrounding areas These areas of no resilience must not become the source of weed encroachment into other zones Treatment is aimed at suppressing weed growth and stabilizing disturbed soil Weeds must not be allowed to seed and spread Actions to take should include but are not to be limited to the following Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Vehicle and contractor access kept to existing tracks and designated construction zone (refer
to section 351 Protective Fencing) Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy) Identify and treat weed species using best practice Bush Regeneration techniques (refer to
section 36 Weed Management Strategy) Monitor areas for future weed encroachment by regular (monthly) inspections and adapt work
program to suit new threats Revegetation and native screen planting with native tubestock of local provenance as per
Table 5 Revegetation Species List (Cumberland Plain Woodland) and areas shown on Drawing No PL201709A and Drawing No PL201710A and
Maintain pasture grasses and reseed non-invasive grasses as required It is required that the landowner engage a qualified Bush Regeneration company to provide assistance and guidance in these works to successfully restore and protect the natural bushland communities associated with the site
34 Erosion Strategy The comments in this report are intended to support and compliment the Soil Water and Leachate Management Plan (SWampLMP) prepared by GHD Group Pty Ltd Besides managing erosion the control of surface water is integral to controlling leachate generation and the potential for leachate to impact on adjoining EECs Overland flow across areas of disturbed soilvegetation and general storm water runoff on the site has caused soil erosion Erosion has also occurred down the roadways and along open gutter swales beside roads stockpiles and bunds Construction activities (vehicles access services stockpiles and building activities) can also create erosion problems and must be controlled by appropriate protective fencing sediment fencing (refer to section 35 Fencing Strategy) and designated access tracks The number of access tracks should be minimized and clearly defined
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 33 Patons Lane Resource Recovery Centre Orchard Hills
Fortunately the site currently is well contained and most erosion runoff ends up in existing dams This is not a long-term solution as the site is developed A number of other problems will occur if soils are lost and storm water is not managed properly The SWampLMP addresses these issues and still relies on a series of dams and bioswales to clean the water prior to discharge off the site Erosion can aid the spread and establishment of weeds It can also hinder the growth and establishment of the native plant communities The strategies used to control erosion work closely and concurrently with those used to enhance native plant communities They will prevent weed encroachment and help with the establishment of native vegetation cover To mitigate the effects of soil erosion (including the current situation of the dams acting as silt traps) targeted water management techniques are to be incorporated into site works The aim is to reduce water velocity disperse water to enable greater absorption into the soil and re-establish native vegetation as outlined in sections 341 342 and 343 below 341 Overland water flow across disturbed bushland areas and cleared areas Mulching Hydromulching of bunds and long term stockpiles with non-invasive pasture grasses and
natives Strategic placement of rocks and logs (rocks taken from siteexcavation works and logs from
weed treesshrubs to be removed) Revegetation with native tubestock of local provenance (refer to Table 5 and section 355
Vegetation Fencing) Natural regeneration to be encouraged using bushland regeneration techniques
342 Storm water runoff along bioswales and dam overflows Install small rock check dams at regular intervals along swales to allow silt to drop out Install large rocks as armouring and energy dissipation to protect banks and to avoid scouring
in spillways dam overflows and Blaxland Creek (refer to Blue Book and Department of Primary Industries guidelines)
Stabilize and revegetate channels dam wall spillways and overflow with native tube stock of local provenance (refer to Table 5 and section 355 Vegetation Fencing) and
Natural regeneration to be encouraged using bushland regeneration techniques 343 Storm water runoff down roadways and drainage swales Install small rock check dams at regular intervals along swales to allow silt to drop out (using
rock from site construction activities not bushland areas) Along straight steep grades build a crowned road profile to shed water to the gutter swales Install a number of grade reversals along the steeper sections of the road in the form of a
ldquospeed bumprdquo to interrupt the water flow and direct it into the swales It is required that the landowner engage a qualified Bush Regeneration company to provide assistance and guidance in these works to successfully control erosion and the impacts of storm water 35 Fencing Strategy The purpose of the fencing strategy is limit the amount of site soils disturbed by construction activities to control erosion through the use of silt fences and to protect rehabilitated areas from unintentional damage caused by vehicles livestock feral animals site works or other human activities The fencing is to be installed as noted on Sections AA BB and CC of Drawing No
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 34 Patons Lane Resource Recovery Centre Orchard Hills
PL201709A and Sections AA of Drawing No PL201710A Exclusion zone fencing and extent of tree protection will be undertaken on site in conjunction with a representative of Huon Designs in attendance andor the Bush Regeneration company 351 Protective Fencing ndash Exclusion and site delineation Protective fencing will be required on site during site establishment and project operation to delineate the construction site from the NO GO ZONES This will protect native areas and areas undergoing rehabilitation from construction activities It will ensure the construction footprint is kept to a minimum including the movement of vehicles and machinery the delivery and storage of materials installation of services and the disposal of site excavated materials NO GO ZONES are areas excluded from any construction activities stockpiles or storage Protective fencing between construction site and NO GO ZONES will be a mixture of temporary and long term measures For long term protection the following measures shall be employed 1200mm high star pickets at maximum 25 metre spacing four strands of (12 gauge) wire 900mm high silt fencing may be attached if required and
Temporary measures shall include Flagging and bunting suspended on star pickets similar to systems used on RMS projects Signposting and notices
Location is shown in the site sections on Drawing No PL201709A and Drawing No PL201710A
352 Erosion and Sediment Fencing Sediment and erosion control fences to be located as per site sections on Drawing No PL201709A and Drawing No PL201710A They are to be installed and maintained in accordance with ldquoManaging Urban Stormwater ndash Landcom (March 2004)rdquo to protect the site from construction activities Industry standard silt barrier (900mm high minimum and 150mm minimum buried depth) is to be installed to the downhill side of all disturbed areas to all boundary fences as required to any intermediate fences and as required to all NO GO ZONE protective fencing constructed as detailed above The silt fencing will also aid in the control of feral animals and the spread of weeds For this particular reason it will be incorporated wherever possible to maximize the effectiveness of all the site fences permanent and temporary 353 Vegetation Fencing Additional fencing may be required to protect areas of regeneration andor revegetation from domestic or feral animal damage This is to be determined following monitoring of site for scats digging andor vegetation damage Fencing type to be appropriate for identified herbivore Generally the attachment of 900mm silt fencing to Protective Fencing as outlined above will be appropriate This will also help to control the dispersion of weeds into the revegetation zones 36 Weed Management Strategy The Weed Management Strategy is to address the site resilience and cause of disturbance across the site Consideration is given to the abiotic and biotic components with the goal of restoring and
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 35 Patons Lane Resource Recovery Centre Orchard Hills
preserving the natural ecological communities To achieve the goal the strategy is to prevent further weed invasion remove existing weeds suppress weed species with natural regeneration and revegetate areas of poor resilience with species of local provenance 361 Management of Causes of Weed Invasion In order to prevent further weed invasion the causes need to be addressed as detailed in Table 4 below The causes have been identified in 242 Causes of Weed invasion and Table 3
Table 4 Addressing causes of weed invasion Cause Code Mitigation Physical disturbance of soil
s No further soil disturbance is to occur outside the designated construction zones All access and tracks are to be limited controlled and clearly defined Carry out best practice bush regeneration techniques and timing Use erosion controls and fencing
Imported soil f No imported soil to enter rehabilitated areas of site or be used on areas for revegetation until it has been stockpiled and assessed for weed species Any identified imported soil with weed propagules and seeds are to be used elsewhere and out of permanent revegetation zones where possible
Dumped garden refuse
d Remove and exclude any garden refuse to prevent spread of exotic plant species Avoid the increase of nutrient levels which will encourage further weed growth
Physical disturbance of vegetation
v No further disturbance of existing native vegetation is to occur Existing and restored vegetation to be protected from activities associated with the Resource Recovery Centre (its site establishment and operation) by limited and controlled access and the use of exclusion fencing Implement best practice bush regeneration techniques Implement erosionstormwater controls and siltexclusion fencing
Impacts from storm water
r Erosion control (34 Erosion strategy)
Weed dispersal owa Strategically timed weed removal to prevent additional weed incursions andor weed seed production remove and dispose of properly any weed vegetative propagules monitor for outbreaks
Neighbouring property
n Address any source of weeds from neighbourrsquos property with neighbourrsquos cooperation to prevent ongoing incursion and therefore management Silt fencing or barriers may be incorporated if neighbour is non-compliant to offering assistance
362 Management of Weed Removal and Encouragement of Natural Regeneration The concept of restoring bushland after it has been adversely impacted is to embark upon long-term strategies to suppress weeds and encourage the natural resilience of the native bushland to recover and thrive The current weed species present (see Table 3 Weed Species) are established and will spread rapidly if not treated Their management and control is to be undertaken according with this plan and in consultation with a qualified bush regeneration company Continual monitoring of the site and regular inspections will allow an adaptive approach to be implemented From these observations it is possible to plan work practices according to the changing conditions Treatment of weeds is to be undertaken with best practice Bush Regeneration techniques aimed at minimal use of herbicides encouragement of natural regrowth the use of non-invasive grass species and the prevention of weed seed or spread Weed management work zones are outlined in Sections 31 32 and 33 above and identified on the plans Drawing No PL201709A and Drawing No PL201710A
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 36 Patons Lane Resource Recovery Centre Orchard Hills
Annual and perennial weed species and grasses are opportunistic to areas of disturbance and areas of increased light water and nutrient flows They can be prolific seeders and can spread rapidly Timing of annual and perennial weed species treatment is to be aimed at the prevention of seed formation This will reduce the density and spread of weeds and therefore reduce levels of ongoing treatment requirements Treatment will require a combination of the following hand removal including underground reproductive structures (see Table 3 Weed Species) de-seeding (if flowering and seeding has occurred) large infestations may require herbicide application as recommended on herbicide label
(spraying an annual in flower will not prevent or kill seed) soil andor leaf litter translocation and creation of canopy and competition through native regeneration and revegetation
Woody weed treatment (including for African Boxthorn) will require a combination of the following hand removal cut and paint scrape and paint and foliar spray herbicide application (not the preferred option)
Any reproductive propagules flowers and seeds are to be disposed of in an appropriate manner that they will not be able to thrive and spread Undisturbed soil and untouched bushland is an invaluable resource and will be retained and protected as it requires little or no input to manage By allowing minimal site disturbance in Zones 1 and 2 the success and ease of implementing the management plan will be greatly enhanced Refer to the section below for guidance on the use of soil translocation This technique can be very successful in smothering weeds It also is good for establishing a topsoil layer with a good native seed bank and high potential for natural regeneration 37 Site Establishment ndash Rehabilitation and Landscaping Plan Table 1A at Schedule 4 condition 40(d) notes that rehabilitation and landscaping is to be implemented in accordance with Figure 10 (Figure 222 (Final Landform) of the FMPPR) Additionally Figure 11 ( figure 222 in the FMPPR - Rehabilitation Status following site establishment) also needs to needs to be considered in implementing the approved design specification as do other sections of the FMPPR For clarities sake the high level design requirements contained in the approval documents relating to bund wall and landscaping issues relevant to this plan (noted in Table 1A) are summarised below and have been incorporated into Drawing No PL201710A Relevant excepts of these documents are attached as an Appendix to this report Figure 7
This figure shows the anticipated progression of cell rehabilitation noted as Stage 0 in the FMPPR Note this equates approximately to Stage 1 works and activities as defined by the DPampE in Section 1
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 37 Patons Lane Resource Recovery Centre Orchard Hills
Figure 6 This table sets out the indicative emplacement and cell rehabilitation staging which shows that based on maximum permitted inputs the excavation of Cell 1 is likely to be completed in approximately year 5 Accordingly allowing for market fluctuations the Proponent estimates that the completion of the excavation of Cell 1 will take 5 ndash 7 years In addition the capping of Cells 1 A and 1B will be interim capping and rehabilitation only to allow for settlement prior to final capping
FMPPR Section 23 Site Establishment This Section of the FMPPR sets out the constructionshaping of the final rehabilitated landform along the northern and eastern sides of the property together with the northern eastern and south eastern bunds as shown in Figure 3 of this report
Section 29 Bund Wall Management Further details are provided of the bund wall design ndash as shown in Figure 8 Additionally this section states ldquoan important component of the management of the northern and eastern faces would be the early completion and landscaping of both faces such that no further earthmoving activities are necessary after the site establishment phase Only maintenance of the landscaping would be required beyond the site establishment phaserdquo These works will be undertaken as a priority during Site Establishment Figures 8 and 9 provide high level designs for the norther and eastern bunds The Site Establishment Noise Management Plan (SENMP) includes additional details in relation to implementing these works and complying with noise criteria for the project
Figure 8 This figure sets out the rehabilitation works specifically required during Site Establishment These works are incorporated into this Plan
Figure 11 This figure sets out the Final landform upon completion of landfilling and capping works on site after 25 years As this Plan covers Stage 1 which is 5-7 years which means that much of Figure 8 is not relevant for this Plan However the detailed landform plans developed are based on this figure and are generally consistent with the project approval
Appendix 3 ndash Visual Assessment Modified Preferred Project Report This report contains the landscaping specifications for Site Establishment activities including layouts and planting specifications that were used to develop Figure 221 in the FMPPR (Figures 10 12 and 13 in this report)
All these Plans and tables are set out below for ease of reference Additionally the Site Establishment Noise Management Plan sets out methodologies for the deconstruction of the bund walls and the details requirements for the use of noise control barriers
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 38 Patons Lane Resource Recovery Centre Orchard Hills
Figure 6
As outlined in Sections 31 32 and 33 above the conservation restoration and maintenance of the site will require an ongoing adaptive and multi-pronged management system
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 39 Patons Lane Resource Recovery Centre Orchard Hills
Figure 7
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 40 Patons Lane Resource Recovery Centre Orchard Hills
Figure 8
Figure 9
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 41 Patons Lane Resource Recovery Centre Orchard Hills
Revegetation planting is to occur as indicated on the attached plan Drawing No PL201709A particularly around dams along the boundaries in bioswales on the bund walls and in the Blaxland Creek Riparian Zone This will supplement natural regeneration and provide enhanced competition against encroaching weed species Clumped planting along drainage swales to be undertaken to stabilize disturbed areas prone to erosion During the site establishment construction works it is essential to minimize the disturbance of site soils The only areas where the site soil will be disturbed is to build new dams construct spillways desilt existing dams stabilize creek banks construct access tracks and form up bioswales Site topsoils are valuable for the rehabilitation works particularly if they contain a healthy seed bank of native species Its preservation aids the ability of the site to be rehabilitated through natural regeneration To benefit from these soils it is proposed to reuse it by translocating the top 100-200mm of topsoil prior to any earthworks progressing To maintain the viability of the seed bank it cannot be stockpiled and must be respread in a 100-200mm layer Translocating soil will greatly assist the rehabilitation of the site Initially the first topsoil stripped from a work area can be spread in a temporary location where it will not be disturbed Once a reasonable section of earthworks are completed this topsoil (or topsoil stripped from current work areas) can then be directly respread to restore disturbed areas such as bioswales dam walls edges of access tracks stockpile sites and new bund walls It is preferable to move the soil in one operation if possible as it is more efficient and effective This is easily achieved by progressing the work in such a fashion that as works progress forward topsoil is stripped and carried back to be spread on areas behind the work face that need restoration Applying the bush regeneration and revegetation techniques (including soil relocation) to the northwest west and southwest boundaries will establish and protect the EECs present as detailed later in this section This will help to reduce ongoing maintenance assist erosion control on disturbed ground and establish increased levels of natural bushland The same techniques to the southern and eastern boundaries will expand and establish a good strip of native vegetation also reflecting the Cumberland Plain Woodland Community once common to the area All plants will be sourced from locally endemic seed stock according to the species list for each plant community All plants to be supplied as forestry tubes hiko tubes or viro cells for some species and ground covers The species list of each plant community is attached in Table 5 The location of tree planting will occur to ensure they maximize site screening and add variety to the uniformity of the landform All revegetation works fall within two Plant Communities and the plants will be selected as per Table 5 Revegetation Species List The communities are CumberlandPlainWoodlandCommunity RiverFlatEucalyptusForestCommunity
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 42 Patons Lane Resource Recovery Centre Orchard Hills
Figure10
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 43 Patons Lane Resource Recovery Centre Orchard Hills
Figure 11
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 44 Patons Lane Resource Recovery Centre Orchard Hills
Figure 12
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 45 Patons Lane Resource Recovery Centre Orchard Hills
The planting density will vary and is to be determined on site according to levels of disturbance erosion and natural regeneration Five plants per square metre are considered a minimum whether through natural regeneration or revegetation work The aim is to establish a minimum planting density of five native species per square metre (5m2) A variety of strata levels is to be achieved that includes trees shrubs and ground covers The planting matrix as depicted in Richard Lambs Report forms the basis of the rehabilitation and revegetation works as shown in Figure 13 below Plant protection is to be installed if required following monitoring inspections Protection can be either fencing (refer to 353Vegetation Fencing) or individual plant protectors ldquoTerracottumrdquo crystals will be mixed into the site soils to minimize maintenance increase growth rates and reduce plant losses To ensure the standard of 90 survival rate revegetated areas are to undergo regular maintenance of watering weeding replacement of dead or dying plants and adjustment of rabbit bags or protective fencing where necessary At the completion of site establishment works the landform will be rehabilitated primarily with native riparian and woodland planting Planting of temporary bunds with grasses for stabilization and woodland species for screening will also have been completed Planting of grasses to stabilize bund walls and other disturbed areas will be undertaken using appropriate hydromulching techniques These are outlined in Section 381 below Figure 13 Native Plant Revegetation Planting Matrix (source Richard Lamb and Associates)
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 46 Patons Lane Resource Recovery Centre Orchard Hills
Table 5 Revegetation Species List
Cumberland Plain Woodland Community River Flat Eucalyptus Forest Community Botanical Name Common Name Botanical Name Common Name Trees TreesAcacia parramattensis subsp parramattensis
Parramatta Green Wattle Acacia parramattensis subsp parramattensis
Parramatta Green Wattle
Acacia decurrens Sydney Green Wattle Angophora floribunda Rough-barked Apple Corymbia maculata Spotted Gum Casuarina glauca Swamp She-Oak Eucalyptus moluccana Grey Box Eucalyptus tereticornis Forest Red Gum Eucalyptus euginioides Thin-leaved Stringybark Eucalyptus amplifolia Cabbage Gum Eucalyptus crebra Narrow-leaf Ironbark Eucalyptus moluccana Grey Box Eucalyptus tereticornis Forest Red Gum Melaleuca decora White Feather Honeymyrtle Exocarpos cupressiformis Cherry ballart Melaleuca linarifolia Snow-in-summer Melaleuca linearifolia Tea-tree Low Trees and Shrubs Low Trees and ShrubsAcacia falcata Silver Leafed Wattle Acacia implexa Black Wattle Acacia implexa Black Wattle Bursaria spinosa Blackthorn Acacia elongata Wattle Grevillea juniperina Grevillea Astroloma humifusum Cranberry Heath Melaleuca thymifolia Thyme Honey-myrtle Bossiaea prostrata Bossiaea Solanum prinophyllum Forest Nightshade Breynia oblongifolia Breynia Bursaria spinosa Blackthorn Ground LayersChloris truncata Windmill Grass Altemathera denticulata Lesser Joyweed Daviesia ulicifolia Gorse Bitter Pea Carex appressa + Tall sedge Dillwynia sieberi Prickly Parrot Pea Glycine sp GlycineClimbing Pea Dodonaea viscose Wedge-Leaf Hop Bush Persicaria decipiens Spotted Knotweed Indigofera australis Australian Indigo Entolasia stricta Entolasia Lissanthe strigosa Native Cranberry Juncus usitatus + Common Rush Melaleuca nodosa Tea-tree Themeda australis Kangaroo Grass Melaleuca styphelioides Prickly-leaved Tea-tree Microlaena stipoides Weeping Rice Grass Pultenaea mycrophylla Bush Pea Pratia purpurascens White Root Solanum prinophyllum Forest Nightshade Lomandra longifolia + LomandraMat Rush Lomandra multiflora LomandraMat Rush Ground Layers Aristida vagans WireSpear Grass Austrodanthonia racemosa
Wallaby Grass
Brunoniella australis + Blue Trumpets Desmodium varians Slender Tick-trefoil Dichondra repens Kidney Weed Dianella revolute + Blue Flax Lily Dichelachne micrantha Short-haired Plume Grass Dodonaea viscose Hop Bush Einadia nutans Climbing Saltbush Entolasia stricta Entolasia Glycine sp GlycineClimbing Pea Ponds Dams and Bioswales Lomandra filiformis + LomandraWattle Mat Rush Cyperus sp + Themeda australis Kangaroo grass Juncus sp + Rush Wahlenbergia gracilis Native Bluebell Typha sp + Cumbungi Indicates plants suitable for use as canopy screen planting in revegetation areas of bund walls Indicates plants already represented on the site + Indicates plants suitable for planting in ponds dams and bioswales
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 47 Patons Lane Resource Recovery Centre Orchard Hills
Note All plants to be indigenous species propagated from local provenant seed An allocation has been included in the budget for collecting seed and propogating plants The proposed rehabilitation works are important for the protection enhancement and restoration of the Endangered Ecological Communities (EECs) located on the site and adjacent to the site The boundary planting of Cumberland Plain Woodland achieves four main objectives Expands the size of the current adjacent community Protects the current community by providing a buffer Increases connectivity Re-establishes the original community and habitat that was once in the area
The revegetation and rehabilitation of the River Flat Eucalyptus Forest achieves the same four main objectives Expands the size of the current on site and adjacent community Protects the current community by providing an expanded buffer Increases connectivity to other communities Re-establishes the original community and habitat that was once in the area
38 Stage 1 Landform Rehabilitation and Landscaping Plan Rehabilitation of completed areas is to occur as indicated on the attached plan Drawing No PL201710A particularly on bund walls surrounding Cell 1 and in areas of Cell 1 that have been filled capped and final landform achieved The works should be carried out as quickly as possible and will include expansion of the already completed Cumberland Plain Woodland plantings installed during site establishment It will primarily include vast areas of pasturelandgrassland implemented through hydromulching techniques as detailed below It is noted that prior to final capping and rehabilitation of the site finished stages of each cell may be subject to static stockpile loadings The purpose of this is to limit the amount of unnecessary movement of cover materials reduce double handling and most importantly to limit the amount of future post closure settlement that may occur The site sections depicting this process are shown on drawing no PL201710A The purpose of the timely rehabilitation works is to provide competition against encroaching weed species and therefore reduce ongoing maintenance of existing revegetated areas It will also assist erosion control on disturbed ground and provide stable vegetation cover to the final landform At the completion of staged site rehabilitation the final landform will revegetated primarily by pasture grasses and woodland planting Planting of temporary or modified bunds with grasses for stabilization and woodland species for screening will continue to be undertaken As these works enter their maintenance phases the appropriate protective fencing and silt fencing will be adjusted where existing and installed into new locations Maintenance and monitoring will commence on newly completed areas Initially the maintenance will be quite high but as these areas become established and more mature the weight of the work will progressively shift into the newer areas of rehabilitation (See Section 4 Maintenance Monitoring and Key Performance Indicators) The entire boundary areas of the site are completed in the initial Site Establishment stage The remainder of the site is progressively rehabilitated as the landfill cells are filled capped and completed and will take place over about 25 years The vast majority of this work is the
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 48 Patons Lane Resource Recovery Centre Orchard Hills
establishment of pasturegrassland as outlined above with some further pockets of woodland planting As feasible sections of the site are completed they will be rehabilitated in this progressive manner and maintenance commenced This will continue in regular stages until the Final Landform and Landscaping is achieved as outlined in Figure 11 (Figure 222 of the Further Modified Preferred Project Report) This is shown in greater detail and with minor modifications in Huon Designs plan number PL201711A Final Landform and Landscaping dated 10 January 2017 The key changes are increased areas of native vegetation modified dam layouts and more variety in the grades of the landform All these are intended to achieve a more natural looking landscape It is possible that the final configuration of woodland planting dams and gradients may alter slightly as the project progresses in order to achieve improved environmental outcomes 381 Hydromulching Techniques Revegetation of grasses to areas of pasture will be undertaken using appropriate hydromulching techniques The same technique and seed mixture will be used to stabilize stockpiles and bund walls Although more expensive than other seed mixes it is a crucial aspect of this VMP This mixture will help to suppress the growth of weeds and reduce erosion without bringing more weeds onto the site In the medium and long term this will help to keep ongoing maintenance costs lower Native grass seeds will be sourced from locally endemic seed stock The seed mix below is based on current best practice industry standards but has been further enhanced through the increase in application rates Prior to hydromulch application the site soils are to be ripped to 200mm and finely cultivated to a depth of 100mm Once applied it will be necessary to perform establishment maintenance practices on the newly seeded areas until they are firmly stabilized This will require watering weed control over seeding erosion monitoring and finally mowingslashing andor whipper snipping
Table 6 Hydromulching Seed Mix List
Botanical Name Common Name of Seed Mix Kilogramshectare Native Grass Species Austrodanthonia racemosa
Wallaby Grass 10 5kgha
Dichelachne micrantha Short-haired plume grass 10 5kgha Microlaena stipoides Weeping Rice Grass 10 5kgha Themeda australis Kangaroo grass 10 5kgha Zoysia sp Nara grass 10 5kgha Non Native Cover CropsGrasses Bromus catharticus Prairie Grass 10 5kgha Festuca arundinacea Tall Fescue 10 5kgha Lolium perenne Perennial Ryegrass 30 15kgha Application products and fertiliser Organic fertiliser 200kgha Wood fibre mulch 2500kgha Tackifier binding agent 75litresha Water 20000litresha
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 49 Patons Lane Resource Recovery Centre Orchard Hills
39 Dust Management Strategies In respect of the landscaping and rehabilitation activities particular care will be paid to implementing dust management strategies which are summarized as follows Minimising areas to be disturbed as any one time Implementing hydromulching broad acre mulching or planting immediately following the
disturbance of the areas to be rehabilitated Stabilising temporary stockpiles with hydromulch or a proprietary surface binding agent to
mitigate any dust emissions Wetting disturbed areas with sprinklers and irrigation systems Postponingceasing the disturbance of any areas in adverse weather conditions ie high winds ndash
particularly where the wind direction may result in adverse impacts on neighbours Stabilisingwetting of temporary access roads servicing rehabilitation activities
Additionally section 52 of the Air Quality Plan sets out additional dust mitigation measures as follows Site induction to include air quality management requirements to ensure awareness of potential
air quality impacts Activities are to be assessed during adverse weather conditions and modified as required (eg
cease activity where reasonable levels of dust cannot be maintained using the available means) Visual surveillance of dust plumes from all activity Haul roads and plant should be sited away from sensitive receptors where possible The site will have an acoustic bund which can act as a wind break to minimise on-site wind
erosion and Direct traffic to designated entrance and exit points The area of exposed surfaces should be kept to a minimum such as by shaping stockpiles in a
manner which reduces the exposed surface area or by covering exposed surfaces Exposed areas and stockpiles should be watered on a daily basis (or more frequently as required)
to keep moisture levels sufficient to minimise wind erosion Exposed areas should have barriers or coverings or should be temporarily rehabilitated if inactive
for periods of greater than three months Stockpiles should be located as far away from sensitive receptors as possible All material to be stored in designated storage bays to reduce exposed surface and wind flows
over material By scheduling material logistics the amount of stockpiled materials on-site can be minimised by
reducing their residence time by methods such as by receiving deliveries only when the amount of materials on-site is considered low or by focusing on delivery of materials to customers when there are high amounts of material on-site An appropriate storage amount should be used such that there would be no shortage of materials
Construction activities should be progressively staged The size of staging areas should be minimised by working on small areas and completing them before progressively proceeding to disturb another area
Completed sections will have commenced rehabilitation within three months and Ancillary vehicles should be kept off exposed areas to avoid potential disturbances of these areas When loading and unloading material the drop height of the material should be minimised the
front end loader should tip the bucket only when it is close to the ground the bed of the truck or the material pile being added to
Minimise spillage from loadingunloading and clean up any spillage immediately
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 50 Patons Lane Resource Recovery Centre Orchard Hills
Use of watering to ensure moisture content of material handling is sufficient to minimise dust generation and
During periods of high wind speeds (gt8ms) and winds blowing towards the sensitive receivers the material handling activities should be minimised or cease when excessive visible plumes of dust cannot be abated
Haul roads should be watered regularly using water carts such that the road surface has sufficient moisture to minimise on-road dust generation but not so much as to cause muddirt track out to occur
Roads that are heavily used or used for a long term and cannot be maintained in a low-dust state by watering should be sealed
Sealed haul roads should be cleaned regularly on a weekly basis or more frequently as required using a street sweeper or similar type of equipment When spillage occurs it should be cleaned as soon as possible
Vehicle traffic should be restricted to designated routes that can be managed by regular watering A speed limit of no more 40 kilometres per hour should be imposed on-site To minimise mud or dirt track out (eg during prolonged wet rainy periods) a wheel wash or
grids are to be installed and used near exit points Public streets should be cleaned regularly on a weekly basis or more frequently as required to
remove any dirt tracked onto sealed roads Vehicle loads should be secured and covered when transporting materials off-site The exposed
surface of dusty materials to be hauled may be watered if necessary Materials should be loaded onto vehicles in a uniform level manner and not be higher than the
highest part of the vehicle load compartment and The number of trips should be minimised by maximising the vehicle load but not overloading
40 MAINTENANCE MONITORING AND KEY PERFORMANCE INDICATORS Once the project commences weed management and maintenance of the existing and proposed vegetation becomes the most critical aspect of the Plan As the works progress over the 25 year life of the project the areas to maintain will increase significantly but established areas will gradually require less intense maintenance In effect the maintenance effort and costs will largely remain constant over the length of the project This will include 5 years of post closure maintenance As such an ongoing maintenance budget for 30 years is calculated as follows Say 40hrsweek for 52 weeksyear for a total of 30 years $45hour = 40 x 52 x 30 x 45 = $2808000 plus CPI or an average of $93000year The maintenance works will be guided at all times by the principles outlined in this Plan and according to best practice Bush Regeneration techniques For this reason it is necessary that the works be undertaken by an approved and qualified bush regeneration company The native plant communities that are created during the Site Establishment stage will largely maintain themselves once they are well watered and survived the first summer The majority of the maintenance work involves the management and control of weeds This work is to be carried out on an ongoing basis from the commencement of the project and according to the best practice Bush Regeneration techniques outlined specifically in Section 36 Weed Management Strategy All the management principals as outlined in Section 30 Site Management are to be part of this maintenance strategy including erosionstormwater controls fencing follow up seeding and
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 51 Patons Lane Resource Recovery Centre Orchard Hills
revegetation of native forest and woodlands Particular attention will be paid to identifying and addressing areas of post closure settlement Attention is drawn to the fact that it is proposed to place temporary stockpiles on completed sections of each cell in order to provide static loading and hence reduce the incidence of post closure settlement Where necessary filling topdressing and reseeding will be undertaken If it does occur it is likely to be in the pasturegrasslands of the site The site will be monitored on a regular basis and will include monthly and annual reporting Monthly reports will cover the following
Revegetation and fencing works undertaken (areas distance quantities and locations) Maintenance works undertaken (areas techniques herbicides used and locations) Significant incidents in terms of weather events impacts by RRC activities pests disease
feral animals Analyse and adjust works program to suit site conditions and progress
Annual reports will summarize the yearrsquos activities and performance as follows
Areas stabilized and revegetated Analysis of plant growth rates and survival rates Analysis of weed densities varieties and distribution Maintenance works undertaken and handover of stable areas as new areas come online Monitor and address any areas of settlement or areas where unwanted ponding occurs Reassess restoration works program and budget Make recommendations of what changes could be incorporated into the Plan to better achieve
the stated aims and objectives At the end of each year the works will be subject to independent audit as per consent conditions and application will be made for partial release of bond monies Those areas that are completed and signed off will enter the maintenance phase of the project They should be fenced off and access limited to maintenance staff Key Performance Indicators (KPIs) will be used to assess progress on the site and will include the following
Photo Monitoring Points (as located on Drawings PL201709A and PL201710A) Photo Monitoring Points will also include Commonwealth Land to the south and west of the
site and private land to the north and east of the site Analysis of plant growthsurvival rates through calculations of native plant densitysize Analysis of weed infestation and controls through calculations of weed densitysize and
weed speciesdistribution The values that the Plan is aiming for is as detailed in Table 7 below The existing situation is regarded as the baseline level In regards to native plants the datumbaseline level is currently 1m2 and 150mm high In regards to weeds the whole site is considered to be heavily infested by dense plumes of numerous species as indicated in Table 3 above As rehabilitation progresses further Photo Monitoring points will be added to assess newly completed areas
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 52 Patons Lane Resource Recovery Centre Orchard Hills
Table 7 Key Performance Indicators PERFORMANCE CRITERIA DURATIONTIME LEVEL REQUIRED Reduction in weeds on site (densitysize) Year 1 50 Year 2 60 Year 3 70 Year 4 80 Year 5 (ongoing) 90 Reduction in weeds on site (speciesdistribution) Year 1 10 Year 2 20 Year 3 30 Year 4 40 Year 5 (ongoing) 50 Increase in native plant density Year 1 200 Year 2 50 Year 3 10 Year 4 10 Year 5 (ongoing) 10 Increase in native plant size Year 1 100 Year 2 100 Year 3 100 Year 4 80 Year 5 60
50 RESTORATION WORKS PROGRAM Based on the current information for the operation of the Resource Recovery Centre the following program has been developed It will be subjected to regular modifications as the project is delivered and the annual reports are prepared and analysed
Table 8 Estimated Restoration Works Program TASK ITEM DURATIONTIME RESPONSIBILITY Stage 1 Site Establishment Works 12 MonthsWeek 1 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Mowslash boundary Zone 2 1 weekweek 2 Target and address erosionstormwater problems Ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 3-4 weeksweek 3 SRC and Huon Target and remove flowering spreading weeds in Zones 2 and 3
24 weeksweek 4 SRC and Huon
Revegetation works to Zone 2 (earthworks complete) 4 weeksweek 24 SRC and Huon Erectmodify exclusion and sediment fencing Zone 2 1 weekweek 24 SRC and Huon Revegetation works to Zone 3 (earthworks complete) 4 weeksweek 36 SRC and Huon Erectmodify exclusion and sediment fencing Zone 3 1 weekweek 36 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 53 Patons Lane Resource Recovery Centre Orchard Hills
TASK ITEM DURATIONTIME RESPONSIBILITY Stage 1a Site Establishment Works ndash Riparian Zone 12 MonthsWeek 1 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Target and address erosionstormwater problems ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 1 weeksweek 2 SRC and Huon Target remove flowering spreading weeds in Zone 1 3-4 weeksweek 3 SRC and Huon Revegetation works to Zone 1 (earthworks complete) 1-2 weeksweek 8 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
TASK ITEM DURATIONTIME RESPONSIBILITY Stage 2 Rehabilitation Phase (Stage 1 Cell 1) 12 MonthsYear 2-3 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Cultivate and prepare soils for rehabilitation progressivelyweek 2 SRC and Huon Target and address erosionstormwater problems ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 1 weeksweek 3 SRC and Huon Revegetation works to Zone 3 (earthworks complete) 1-2 weeksweek 4 SRC and Huon Hydromulching to Zone 3 1 weekweek 5 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
TASK ITEM DURATIONTIME RESPONSIBILITY STAGE 3 On-going RehabilitationMaintenance and Monitoring Phase
25-30 YearsYear 2
Rehabilitation of sections of site as earthworks complete and as per Stage 2 above
Ongoing SRC and Huon
Ongoing maintenance and monitoring (All Zones) Ongoing SRC and Huon Monthly Reports Monthly SRC and Huon Annual Reports Annually SRC and Huon
As each new section of the site is completed capped and handed over for rehabilitation the program for its final rehabilitation sign off and closure will proceed as outlined above in Stage 2 Rehabilitation Phase Progressively this process will work through Stage 2 Cell 1 to Stage 6 Cell 1 and so on until completed for instance at Stage 6 Cell 3 60 RESTORATION WORKS BUDGET The restoration works budget has been prepared to give an accurate outline of the expected costs to implement the BWLampVMP It includes all costs up to and including 5 years post closure maintenance and monitoring As part of the monitoring process and annual reporting both the budget and the program will be assessed and modified as required All costs are based on current industry rates in 2017 dollar terms and will require the application of annual CPI increases for future budgets
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 54 Patons Lane Resource Recovery Centre Orchard Hills
Table 9 Restoration Works Budget
Estimated Quantity for Life of Project and Allocation (2017 dollars)
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
All Site setup
Inductions SWMS programs administration Item 8 $100000 $1000 $1000 $1000 $5000 $8000
Collect seeds and propagate
Collect and propagate locally endemic species Seedlings 120000 $050 $10000 $10000 $10000 $5000 $25000 $60000
Annual reporting
Prepare and present annual reports as per Plan
Yearly item 30 $50000 $500 $500 $500 $500 $500 $12500 $15000
Monthly reporting
Prepare and present monthly reports as per Plan
Monthly item 360 $10000 $1200 $1200 $1200 $1200 $1200 $30000 $36000 $119000
Yearly total $12700 $11700 $12700 $6700 $2700 $72500
1 Riparian Zone River Flat Eucalyptus Forest
Fencing
Supply and install stockexclusionsilt fencing metre 500 $2500 $10000 $1500 $1000 $12500
Bioswales
Shape swales and respread stripped topsoil metre 200 $3000 $5000 $1000 $6000
Access tracks
Strip topsoil shape and compact track with site gravel metre 150 $4000 $5000 $1000 $6000
Erosion controls - General
Supply and place jute stones boulders and coir logs metre 250 $4000 $3000 $2000 $5000 $10000
Erosion controls - Construction works Controlled Activity Approval Works
Desilting of Dam 2 installation of outlet structures including spillways and erosion protection of the dam discharge and other water flows to Blaxland Creek as per CAA Application Item 1 $7500000 $75000 $75000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 15000 $1000 $30000 $30000 $30000 $20000 $15000 $25000 $150000
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 55 Patons Lane Resource Recovery Centre Orchard Hills
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 12000 $1000 $40000 $40000 $20000 $2000 $1000 $17000 $120000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 15000 $1000 $30000 $30000 $30000 $20000 $10000 $30000 $150000 $529500
Yearly total $198000 $105500 $80000 $42000 $26000 $78000
2 Boundary Zone Cumberland Plain Woodland
Fencing
Supply and install stockexclusionsilt fencing metre 3600 $2500 $30000 $30000 $20000 $10000 $90000
Bioswales
Shape swales and respread stripped topsoil metre 4000 $3000 $40000 $40000 $20000 $20000 $120000
Access tracks
Strip topsoil shape and compact track with site gravel metre 2700 $3500 $40000 $40000 $10000 $90000
Erosion controls Supply and place jute stones and coir logs metre 2000 $2000 $20000 $10000 $10000 $40000
Slashing
Slash pastures and prepare for weed control revegetation
square metre 40000 $050 $10000 $5000 $1000 $500 $500 $3000 $20000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 40000 $1000 $50000 $50000 $50000 $40000 $30000 $180000 $400000
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 35000 $1000 $60000 $60000 $50000 $5000 $5000 $170000 $350000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 40000 $1000 $45000 $45000 $40000 $10000 $10000 $250000 $400000 $1510000
Yearly total $295000 $280000 $201000 $55500 $45500 $633000
3 QuarryLandfill Zone
Pasture land and screen planting
Fencing
Supply and install stockexclusionsilt fencing metre 3000 $2500 $20000 $20000 $10000 $25000 $75000
Bioswales
Shape swales and respread stripped topsoil metre 1000 $3000 $5000 $5000 $20000 $30000
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 56 Patons Lane Resource Recovery Centre Orchard Hills
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Access tracks (temporary)
Strip topsoil shape and compact temporary track with site material metre 3000 $2000 $10000 $10000 $10000 $30000 $60000
Erosion Controls Supply and place jute stones and coir logs metre 3000 $2000 $5000 $5000 $5000 $45000 $60000
Slashing
Slash pastures and prepare for weed control revegetation
square metre 530000 $050 $10000 $10000 $5000 $5000 $5000 $230000 $265000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 530000 $100 $20000 $20000 $20000 $10000 $10000 $450000 $530000
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 40000 $500 $30000 $30000 $20000 $20000 $20000 $100000 $220000
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Hydromulching
Apply hydromulch to disturbed and completed landforms
square metre 530000 $200 $60000 $60000 $20000 $20000 $20000 $880000 $1060000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 530000 $200 $20000 $20000 $20000 $20000 $20000 $960000 $1060000 $3360000
Yearly total $180000 $180000 $95000 $90000 $75000 $2740000
TOTAL $685700 $577200 $388700 $194200 $149200 $3523500 $5518500 $5518500
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 57 Patons Lane Resource Recovery Centre Orchard Hills
70 PLAN REVIEW AND MODIFICATION PROCEDURES As discussed previously in this plan the success of the entire rehabilitation process is dependent upon a number of unknown and dynamic natural processes taking place on the site The principles of bush regeneration recognize factors and must work with their impacts constantly in mind These natural processes include the following
Changing weather and soil conditions Varying rates of plant growth Uncertain seed banks Changing sources and causes of weed outbreaks Uncertain rates of natural regeneration
Short term and long term changes in any of these factors will affect the rehabilitation works being undertaken It is for this reason that the Plan presented here is an adaptive management plan This allows the scope of works to be adjusted and modified on a regular basis and as required The annual and monthly reports will monitor and identify any opportunities or constraints that may occur The regular reporting will then formulate the best work procedures to adopt and modify the plan to suit the site conditions This will enable prioritization of the budget and manpower to capitalize on any advantageous conditions and to control any threatening processes 80 SUMMARY AND CONCLUSION The current site is an environmentally degraded site The proposed Resource Recovery Centre has an opportunity to restore the entire site into a valuable and usable landscape that combines stock grazing with native bush land of high ecological significance and biodiversity It will help protect conserve and enhance a number of EECs and restore the rural setting of the site Implementation and on-going management of the site as proposed in this Bund Wall Landscaping and Vegetation Management Plan and the associated Rehabilitation Plan will achieve the required outcomes if it is implemented thoroughly and in a timely manner The Plan complies with all the relevant conditions of approval The Plan will exceed the environmental outcomes specified in the FMPPR and project approval The four key factors to be achieved by this Plan are detailed above and summarized below Control unnecessary further degradation during the site establishment and operation
phases by limiting the footprint created by the earthworks quarrying activities and the delivery of services on the site
Monitor and treat weed outbreaks with best practice bush regeneration techniques while encouraging native regeneration and undertaking revegetation
Restore the site to the natural mature landscape as quickly as possible Protect the two Ecologically Endangered Communities ndash Cumberland Plain Woodland
and River Flat Eucalyptus Forest
Rodney Cox AAILA
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Appendix 1
Site Establishment ndash Rehabilitation and Landscaping
Plan Drawing No PL201709A dated 10 January 2017
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Appendix 2
Landform and RehabilitationLandscaping Plan Drawing No PL 201710A dated 10 January 2017
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 1
Approval from DPampE to Stage Plan
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 2
Approval from DPampE for Huon Designs to undertake Plan
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 3
GHD Plans and Cross sections for Bund Reshaping and Related Works
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 4
Survey of Riparian Zone and DPI Water policies and guidelines
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 5
Report on EEC Impacts Project Approval Document Schedule 6 Condition 5 c
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 6
Reconciliation of the Requirements of Schedule 7 of the Project Approval
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 7
Response from Agencies
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Appendix 1
Site Establishment ndash Rehabilitation and Landscaping Plan Drawing No PL201709A dated 10 January 2017
Page 58 of 136
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Appendix 2
Landform and RehabilitationLandscaping Plan Drawing No PL 201710A dated 10 January 2017
Page 60 of 136
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Attachments 1
Approval from DPampE to Stage Plan
Page 62 of 136
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~-tk ---NSW GOVERNMENT
Planning amp Environment
Mr David White General Manager - Operations and Compliance Patons Lane RRC davidwhitepatonslanecomau
Dear Mr White
Contact Emma Barnet Phone 9228 6412 Email emmabarnetplanningnswgovau
Orchard Hills Waste and Resource Management Facility (MP 09_0074)
Thank you for your email of 8 February 2015 and letter of 5 May 2016 requesting the Secretarys approval for the staging of the submission of the Quarry Operation Management Plan (required by Condition 4 of Schedule 5) and engineering plans (required by Condition 6 of Schedule 3) in accordance with Condition 32 of Schedule 3 of the above Project Approval
The Department notes that Patons Lane RRC is seeking approval to submit the above plans in three distinct Stages as follows
1 Stage 1- which would cover the period to the end of the excavation of Cell 1 2 Stage 2 - which would cover the period to the end of the excavation of Cell 2 and 3 Stage 3 - which would cover the period to the end of the excavation of Cell 3
The Department has reviewed your request and approves the staging of the pre-site establishment management plans as above
If you have any enquires on this matter please contact Emma Barnet on 9228 6412 or emmabarnetplanningnswgovau
Yours sincerely
C auie_ C~ris Ritchie cf r 6 Director Industry Assessments As the delegate of the Secretarys
Department of Planning amp Environment 23-33 Bridge Street Sydney NSW 2000 I GPO Box 39 Sydney NSW 2001 I T 02 9228 6111 I F 02 9228 6455 I wwwplanningnswgovau Page 63 of 136
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 2
Approval from DPampE for Huon Designs to undertake Plan
Page 66 of 136
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Moumlbius p a r t n e r s ACN 605 342 550
MarketingEducationPlanningMediaCommunicationIssuesManagementStrategySustainabilityRecoveryRecyclingWasteDiversionTechnology
4 August 2015 Ms Carolyn McNally Secretary Department of Planning and Environment (DPampE) GPO Box 39 Sydney NSW 2001 Attention Mr Chris Ritchie Manager Industry by Email ChrisRitchieplanningnswgovau Re Orchard Hills Waste Project - Land amp Environment Court ndash Director Generals Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works Further to our letter of 27 April 2015 and conversations that your David Mooney has had with our Ben Haynes from Jensen Bowers since our meeting on 9 June 2015 we provide an amended schedule of consultants to address the issues raised by DPampE The changes to Table 1 (previously provided) have been highlighted in red for ease of reference These changes have been summarised below
1 Noise Expert assisting Lead Auditor ndash Richard Hayden of Acoustic Dynamics
We have replaced EMMGA with Richard Hayden of Acoustic Dynamics to assist the lead Auditor in addressing the noise issues relating to the audit Richardrsquos CV is also attached
2 Civil and Structural Engineers assessing capacity of Road Bridge on Luddenham Road - Taylor Thompson Whiting
We understand that DPampE had some concerns that the traffic engineer Craig Hazel did not have the technical expertise to undertake the investigations relating to the structural capacity of the Bridge on Luddenham Road south of the Mamre Road intersection We confirm that we propose to use TTW a very reputable firm of structural and civil consulting engineers to undertake this specialist task Details of this firm can be found at httpwwwttwcomau We note the Consent requirement for ldquoThe investigation must be carried out in consultation with Council and to the satisfaction of the Director Generalrdquo 3 Quarry Operation Management Plan ndash Greg Thompson of VGT
We propose Greg Thompson of VGT to undertake the preparation of the Quarry Operation Management Plan Greg has considerable experience in this field and was the preferred consultant for CSR Brickmaking who wish to extract the clay and shale resource
We note that no formal DPampE approval endorsement of the consultants undertaking this task was required by the Consent for this task We have however provided a CV as a courtesy
Page 68 of 136
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Re Director Generalrsquos Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works
Page 2 of 3
4 Asbestos and Contamination Management Plan (and CLM Act Audit Statement)
a Preparation of Asbestos and Contamination Plan - HIBBS amp ASSOCIATES PTY LTD Occupational Health amp Safety Consultants Environmental Management Consultants
We previously nominated SGA ndash KPMG for this role Hibbs and Associates have considerable experience with asbestos related issues and we believe that this firm is better suited to this particular task CVs for each of the staff members for this project including the principal Philip Hibbs are attached for DPampE review We disclose that Hibbs and Associates provided the previous owner with a quotation for hourly rates to undertake works on the site We confirm that no works were undertaken whatsoever and no payments we made to Hibbs and Assocaites in respect of this project by anyone Under these circumstances Hibbs and Associates meet the requirement of the Consent that they are independent We attach the only document relating to Hibbs and Associates which is a two page quotation
b Audit ndash Dr Ian Swane (Jacobs) We also wish to clarify that the Audit component of these works will be undertaken by Dr Ian Swane who is also an accredited EPA auditor Dr Swanersquos CV details have been provided previously
5 Establishment of Community Liaison Committee and Website Construction and Communications Plan ndash OFP Communications
These two tasks will be undertaken by Diana Forrester and Oliver Forrester of OFP Communications
We note that no formal DPampE approval endorsement of the consultants undertaking this task was required by the Consent for this task We have however provided a CV as a courtesy We also advise that the scope of works undertaken by OFP will include broader community consultation and liaison issues as we discussed during our last meeting on 9th June 2015 A CV for OFP is also attached confirming their experience with quarrying and waste related projects
We would appreciate your early response to our nominations
Yours sincerely
David White ndash Director Mobius Partners
Mobile 0434 560 022 Email davidwhiteraconsultingnetau
Page 69 of 136
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Re Director Generalrsquos Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works
Page 3 of 3
Attachments
Table 1 ndash Audit Tasks and Consent Conditions ndash cross referenced to nominated consultants ndash changes to original Table 1 highlighted in red CVs
1 Noise Expert assisting Lead Auditor ndash Richard Hayden of Acoustic Dynamics 2 Quarry Operation Management Plan ndash Greg Thompson of VGT 3 Preparation of Asbestos and Contamination Plan - HIBBS amp ASSOCIATES PTY LTD Occupational
Health amp Safety Consultants Environmental Management Consultants a CVs b Quotation Document
4 Establishment of Community Liaison Committee and Website Construction and Communications Plan ndash OFP Communications
Page 70 of 136
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TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
1 36 Detailed Engineering Plans
1A
Douglas Partners (geotechnicallandfill
engineeringleachate andgroundwater)
1A1 John Russell1A2 James Pitcher
1A3 Mike Nash1A4 Mike Thom
Inhouse NPER3 Engineer requiredNo formal DPampE approval endorsement of consultants
required by Consent for this task
Previously worked on project
1B
Not required
1C
Dr Ian Swane Jacobs (Geotechnicallandfill engineering leachate and
groundwater)
Table 1 Nomination of Consultants and Auditors 30 7 15 1 of 10Page 71 of 136
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TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
2 311 Pre Site Establishment Audit
2A
Not required see Column C
2B
Not required see Column C
2C1
Lead Auditor Trevor Brown Trevor Brownand Associates
Alternates
2C2 Ken Holmes KMH Environmental
2C3 Julie Dickson DECA
3 313 Surrender of Existing Consents
3A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
3B
Not required see Column C
3C
Not required done by Lead Auditor
4 315Obtaining Licences (EPL) and other
Approvals
4A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
4B
Not required see Column C
4C
Not required done by Lead Auditor
Table 1 Nomination of Consultants and Auditors 30 7 15 2 of 10Page 72 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
5 33 Dilapidation Report
5A
To be done by registered consultingengineer No formal DPampE approval
endorsement of consultantsrequired by Consent for this task
5B
Not required see Column C
5C
Lead Auditor assisted by Mark Tooker NPCConsulting (civil engineering)
6 47Asbestos and Contamination Management
Plan (and CLM Act Audit Statement)
6A
Consent condition requires thatindependent consultant be used for
these works
6B
Philip Hibbs and AssociatesAsbestos and Contamination
Management Plan
6B1 Philiip Hibbs6B2 Michael Fisher
6B3 Samantha OCallaghan6B4 Vanessa Bannatyne
6C1
Dr Ian Swane (asbestos and contaminatedland issues and audit)
7 416Air Quality and Greenhouse Gas
Management plan
7A
Aleks Todoroski Todoroski AirSciences (air quality and greenhouse
gas)
7B
Not required
7C
Iain Cowan ERM (air quality andgreenhouse gas)
Table 1 Nomination of Consultants and Auditors 30 7 15 3 of 10Page 73 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
8 42 Soil Water and Leachate Management Plan
8A1 (see 1A1 4)
James Pitcher John Russell MikeNash Mike Thom Douglas Partners
(Leachate and groundwater)
8A2
Craig Bagnall Niche EH (surfacewater soils)
8A3
Mark Wainwright BMT WBM(surface water soils)
All previously worked on project
8B
Not required
8C1 (see 1C)
Dr Ian Swane Jacobs (GeotechnicalLand ll engineering)
8C2 (see 52)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
Table 1 Nomination of Consultants and Auditors 30 7 15 4 of 10Page 74 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
9 426 Noise Management Plans
9A
John Wasserman and Brian ClarkeWilkinson Murray (Acoustic
Consultants) Previously worked onproject
9B
Not required
9C
Richard HaydenAcoustic Dynamics (PrincipalManaging
Director)
10 43Construction Traffic Management Plan and
Bridge Investigation
10A
No formal DPampE approval endorsement of consultants
required by Consent for this task
Craig Hazel Traffic Solutions Pty Ltd(Traffic Engineers) Previously
worked on project
Bridge Investigations beingundertaken by specialist structural
and civil engineering firm TTW(Taylor Thompson Whiting)
10B
Not required
10C
Tim Rogers andor Josh Hollis ColstonBudd Hunt amp Kafes Pty Ltd (Traffic
Engineers)
Table 1 Nomination of Consultants and Auditors 30 7 15 5 of 10Page 75 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
11 439 Landscaping at 202 Luddenham Rd
11A
No formal DPampE approval endorsement of consultants
required by Consent for this task
Huon Designs (Landscape Architectslandform design constructionrestora on and maintenance)
11A1 Rod Cox11A2 Robyn Cox
11B
Not required
11C
Alex Fraser Fraser Environmental(Statutory compliance environmental
rehabilitation natural resourcemanagement)
12 44Bund Wall Landscaping and Vegetation
Management Plan
12A (see 11A)
No formal DPampE approval endorsement of consultants
required by Consent for this task
Huon Designs (Landscape Architectslandform design constructionrestoration and maintenance)
12B
Not required
12C (see 11C)
Alex Fraser Fraser Ecological Consulting(Statutory compliance environmental
rehabilitation natural resourcemanagement)
Table 1 Nomination of Consultants and Auditors 30 7 15 6 of 10Page 76 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
13 443 Fire and Emergency Management Plan
13A
Planager Pty Ltd (Risk Assessmentand Emergency Planning)
13A1 Karin Nilsson13A2 Anne Lewis
13B
Not required
13C
Dean Shewring Pinnacle Risk Management(Risk Assessment and Emergency Planning)
14 445 Install Site Security
14A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
14B
Not required
14C
Lead Auditor
15 446 Rehabilitation Plan
15A (see 11A)
Rod Cox and Robyn Cox HuonDesigns (Landscape Architectslandform design constructionrestoration and maintenance)
15B
Not required
15C (see 11C)
Alex Fraser Fraser Environmental(Statutory compliance environmental
rehabilitation natural resourcemanagement)
Table 1 Nomination of Consultants and Auditors 30 7 15 7 of 10Page 77 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
16 51Establishment of Community Liaison
Committee
16A
Diana ForresterOFP Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
16B
Not required
16C
Lead Auditor
17 54 Quarry Operations Management Plan
17A
Mr Greg ThompsonVGT Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
17B
Not required
17C
Phil Towler EMGA Mitchell McLennan(Environmental assessment amp
management)
Table 1 Nomination of Consultants and Auditors 30 7 15 8 of 10Page 78 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
18 55Landfill Environmental Management Plan
LEMP
18A1 (see 1A1 4)
John Russell Mike Nash Mike ThomDouglas Partners (Leachate and
groundwater)
18A1 (see 8A2 and 8A3)
Craig Bagnall Niche EH and MarkWainwright BMT WBM (surface
water soils)
All previously worked on project
18B
Not required
18C1 (see 1A)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
18C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
19 51Website Construction and Communications
Plan
19A
Diana ForresterOFP Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
19B
Not required
19C
Lead Auditor
Table 1 Nomination of Consultants and Auditors 30 7 15 9 of 10Page 79 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
20 7Fn Plan for Disposal of Water in Cell 1
20A
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
20B
Not required
20C (see 1A)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
20C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
21 7I Installation and Monitoring of Piezometers
21A (see 1A)
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
21B
Not required
21C (see 1C)
Dr Ian Swane Jacobs(GeotechnicalLandfill)
22 7J Construction Quality Assurance Plan
22A (see1A)
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
22B
Not required
22C1 (see 1C)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
22C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
Table 1 Nomination of Consultants and Auditors 30 7 15 10 of 10Page 80 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 3
GHD Plans and Cross sections for Bund Reshaping and Related Works
Page 81 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SEDIMENT DAM 4 RELOCATION (401)
CONTINGENCY STOCKPILE AREA (601 AND 602)
NORTHEASTERN BUND(101 AND 102)
ADDITIONAL TRIMMING FORNORTHEASTERN BUND(INCLUDED IN 101 AND 102)
ADDITIONAL TRIMMING FORNORTHWESTERN BUND(INCLUDED IN 103 AND 104)
NORTHWESTERNBUND (103 AND 104)
SOUTH AND SOUTHWESTERNBUND (105)
RRA PLATFORM (501 AND 502)
NORTHERN RRA BUND (503)
SOUTHERN RRA BUND (504)
INITIAL LEACHATE EVAPORATIONDAM (301 AND 302)
SEDIMENT DAM 5 (402)LOCATION UNDER REVIEW
CELL 1 (201 AND 202)
CELL 2 (203 AND 204)
CELL 3 (205)
INTERCELL BUNDEXCAVATION (206)
EASTWEST BUND BOUNDARY
NORTHEASTERN BUND EXCAVATION - DELAYED WORKS(106)
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 429 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK001dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
BULK EARTHWORKS
001
B
21-25736
PRELIMINARY
1100
SEP 2016
A INITIAL ISSUE AD 060916
B REVISED AD 101016
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW FREEBURN
LAND ENGINEERING amp MINING SURVEYORS DATEDAUGUST 2007 AND SEPTEMBER 2016
2 TO BE READ IN CONJUNCTION WITH PRELIMINARY BULKEARTHWORKS ESTIMATES (GHD 2016)
3 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
Page 82 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
CH 200CH 400
CH 500CH 600
CH 700
CH 800
CH 900
CH 1000
CH 1100
CH 0CH 100
CH 200
CH 300
CH 400
CH 500
CH 700
CH 800
CH 100
CH 300
CH 1200
CH 600
CH 0
CH 100
CH 200
CH 300
NORTHERN BUNDREFER SK003 - SK005
NORTHERN BUNDREFER SK003 - SK005
SOUTHERN BUNDREFER SK006 - SK008
SOUTHERN BUNDREFER SK006 - SK008
RRA BUNDREFER SK009
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 423 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK002dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED PERIMETER BUNDS
002
C
21-25736
PRELIMINARY
12000
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW FREEBURN
LAND ENGINEERING amp MINING SURVEYORS DATEDAUGUST 2007 AND SEPTEMBER 2016
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPERTY BOUNDARY
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 83 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 100
-100
0036
0835
05-9
490
3660
3539
-895
238
0035
75-8
363
3877
3609
-784
837
8636
28
-722
637
5936
53
-657
137
5936
79
-592
437
5937
05-5
384
3759
3726
-467
137
5937
54-4
143
3759
3776
-349
437
7338
27-2
899
4001
4099
4182
-221
042
3343
9544
13-1
664
3901
4630
4475
-109
835
1148
7345
40
000
3399
5300
4630
611
3392
5127
4660
1699
3386
4598
4714
2207
3376
4604
4739
3288
3334
4317
4793
3799
3301
4112
4818
4340
3100
3898
4845
5087
2900
3601
4881
5734
2846
3342
4913
6475
2709
3048
4949
7016
2548
2832
4975
7614
2403
2594
5003
8126
2381
2398
5018
8653
2335
2325
5033
9384
2218
2330
5055
1000
022
2223
9550
73
OFFSET
EXISTING SURFACE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL 95
CH 300
-100
0036
2236
22-9
396
3669
3670
-847
937
3437
41
-768
938
0037
99
-675
838
7838
69-6
238
3918
3913
-544
539
5739
82
-445
540
5840
91
-374
042
3441
69-3
229
4231
4212
-266
944
0043
7142
42
-203
946
0146
0342
75-1
512
4768
4797
4303
-919
4898
5015
4332
000
4753
5300
4377
569
4400
5146
4405
1195
4116
4836
4437
1776
4020
4548
4465
2432
4033
4448
4498
3024
4053
4439
4527
3548
4047
4229
4554
4103
3852
4007
4581
4691
3516
3772
4610
5203
3201
3567
4634
6264
3124
3143
4686
7707
3105
3027
4756
9008
3063
3005
4819
9601
2987
2997
4848
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 165
CH 400
-100
0040
7740
62
-887
641
1340
99
-689
941
8641
99-6
386
4204
4207
-413
342
3043
06
-344
643
0043
37
-250
044
0044
4243
78-2
000
4567
4632
4400
-143
247
6848
4744
26
000
4892
5300
4491
530
4527
5135
4515
1157
4300
4822
4544
1692
4311
4555
4568
2537
4333
4313
4605
5489
4354
3238
4728
8657
4368
2823
4864
9328
4300
2844
4891
9978
4252
2864
4918
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 145
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
CH 200
-100
0037
093
3703
-920
437
359
3739
-865
537
627
3764
-796
038
000
3795
-740
940
000
3863
3901
-683
643
000
3942
3968
-623
344
221
4025
4040
-564
846
507
4112
4116
-510
949
691
4192
4279
-445
252
000
4235
4476
-359
652
261
4287
4733
-286
052
453
4333
4954
-229
852
000
4368
5123
-169
151
000
4405
5300
-110
248
382
4434
5205
000
4257
744
8946
9355
640
000
4517
4505
1230
3716
745
5145
1217
9734
018
4380
4580
2821
3141
939
9446
31
3451
3185
237
6146
6239
5730
000
3577
4687
5584
2803
430
1247
68
6378
2800
029
4548
08
7074
2800
029
4048
42
7915
2800
029
3448
83
9690
2760
929
2249
69
OFFSET
EXISTING SURFACE
DATUM RL 150
4088
4156
4205
FINAL LANDFORM
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1052 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 1
003
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 84 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 500
-100
0041
7041
48-9
408
4175
4146
-854
041
8041
45
-788
641
8141
50-7
301
4185
4159
-661
041
8941
73-6
108
4190
4184
-535
142
0842
05-4
820
4303
4228
-427
741
2342
51-3
757
4220
4274
-320
242
8543
5942
98-2
640
4599
4537
4324
-213
649
0046
9843
48
-149
549
1349
0343
78
-881
4701
5100
4407
000
4294
5300
4450
1078
3996
4849
4501
1829
4001
4486
4538
2771
4007
4244
4583
4528
4020
3682
4668
5178
4026
3275
4700
5686
4173
2936
4724
6660
4383
2903
4772
7329
4349
2923
4805
8454
4340
2955
4860
9358
4370
2980
4904
1000
043
8929
9749
36
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 160
CH 600
-100
0040
0640
00
-922
940
2440
26
-849
140
4640
51
-709
641
0041
13
-556
741
5741
95
-490
041
6942
28
-352
641
9943
1942
93-2
947
4570
4492
4320
-243
248
9946
4543
45
-164
550
0648
8043
82-1
075
4800
5049
4409
000
4427
5300
4461
645
4320
5077
4492
2247
4378
4367
4569
3154
4405
4395
4612
3898
4427
4216
4646
4925
4494
3729
4693
5791
4485
3222
4732
6367
4643
3007
4757
7298
4536
3036
4800
8208
4459
3064
4843
8994
4444
3088
4881
9538
4454
3104
4907
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 170
CH 700
-100
0040
5940
57
-920
640
8940
71
-750
941
3941
18
-501
842
0041
91
-433
042
0242
18
-336
242
1742
63-2
804
4440
4370
4289
-217
747
9745
9643
19
000
5083
5303
4419
2419
5080
4421
4538
3780
5061
4511
4604
4324
5076
4573
4627
4909
5087
4623
4654
6932
5128
4360
4746
9573
5101
4088
4875
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 260
CH 800
-100
0042
40
-922
342
68
-837
242
71
-733
042
8643
44
-668
043
0043
54
-591
843
2243
72
-495
343
2843
94
-372
343
2844
00-3
200
4400
4471
4400
-266
046
9946
6744
68-2
123
5000
4862
4543
-957
5220
5285
4625
000
5209
5508
4651
761
5203
5172
4663
1477
5125
4822
4668
2632
5114
4544
4668
3147
5108
4544
4668
3907
5095
4548
4665
4424
5100
4566
4660
4964
5110
4586
4654
5586
5100
4589
4646
6560
5015
4620
4640
7252
4909
4641
4632
7769
4859
4636
4627
8406
4780
4675
4622
8921
4695
4688
4619
9509
4616
4458
4616
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 285
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1053 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 2
004
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 85 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 900
-100
0044
2644
29
-836
144
5544
73
-621
044
9145
46-5
665
4499
4564
-484
346
0046
6245
91-4
296
4898
4777
4639
-378
951
7348
8347
09-3
188
5410
5008
4803
-236
253
9951
8149
32
-163
153
8953
3450
00
-905
5398
5485
5000
000
5331
5605
5008
1914
5163
4889
5049
3583
5100
4370
5085
4106
4837
4121
5088
4701
4572
3838
5091
5430
4600
3409
5099
6014
4557
3326
5113
8751
4555
3299
5137
9298
4793
3293
5143
1000
048
6332
8751
45
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 200
CH 1000
-100
0045
83
-937
745
8745
95
-766
845
9046
00-7
078
4599
4600
-455
646
3946
87
-382
347
0048
4547
23-3
321
4979
4969
4754
-280
152
6650
9647
85
000
5564
5672
5032
863
5500
5333
5052
1394
5168
5104
5064
1932
4831
4950
5077
4154
4720
4301
5129
4741
4722
4016
5143
5968
4753
3462
5172
8214
4742
3500
5224
8786
4744
3500
5236
9325
4800
3500
5248
1000
050
7034
4052
63
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 215
CH 1100
-100
0047
17
-903
447
35
-808
347
5647
29
-662
747
7547
81
-523
047
9948
00
-386
748
3448
00
-284
448
3348
8648
00-2
241
4900
5092
4800
-166
351
9152
8948
53-1
072
5567
5496
4932
000
5658
5738
5013
528
5652
5499
5024
2128
5600
4967
5060
2715
5300
4951
5072
3287
5000
4679
5085
3806
4901
4432
5096
6678
4932
2904
5155
7291
4942
2911
5168
8643
4936
2926
5193
9857
4932
2939
5213
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 165
CH 1200
-100
0047
50
-899
447
5446
72
-801
047
5247
37-7
508
4759
4746
-682
447
6147
43-6
285
4759
4747
-569
647
6547
59
-489
347
6647
60
-394
047
6947
56
-326
147
6047
68-2
705
4800
4882
4782
-215
951
4950
9647
95-1
607
5500
5312
4801
-100
958
9955
4648
20
000
5853
5804
4847
680
5851
5529
4866
1696
5900
5085
4890
2212
5600
4898
4901
2741
5248
4906
4909
3296
4900
4836
4912
5786
4888
3421
4975
7537
4935
3038
5006
1000
049
9230
6650
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 175
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION(INFERRED AT THIS LOCATION)
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 407 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 3
005
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 86 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
-100
0048
31
-927
748
08
-750
347
4747
53-6
959
4757
4765
-606
047
2447
50
-530
247
0347
42
-462
047
0047
35
-372
248
0047
31
-306
848
1748
05-2
475
4710
4821
-117
547
1048
56
-570
4710
4869
000
4710
4872
681
4710
4881
1350
4710
4891
4714
4710
4914
5537
4710
4919
6365
4710
4925
6885
4710
4928
7612
4710
4931
8151
4710
4931
1000
047
1049
14
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 325
CH 100
-100
0051
34
-920
651
55
-851
751
62
-778
051
56
-707
851
50
-596
951
0051
13
-535
151
0650
98
-365
050
2850
66-3
111
5007
5063
-256
452
6350
61-1
976
5574
5045
-142
559
7050
5056
22
000
6145
5067
5715
890
6101
5082
5750
1411
5863
5098
5727
1918
5580
5103
5575
2503
5201
5109
5505
3122
5035
5114
5286
3880
5008
5122
5018
4804
4985
5133
4939
5739
4982
5149
4934
6585
4983
5158
4929
7245
4998
5163
4926
7750
5013
5167
4923
8338
5039
5171
4920
8881
5063
5175
4917
9403
5071
5178
4914
9962
5053
5182
4911
OFFSET
EXISTING SURFACE
CELL DESIGN LEVEL
FINAL LANDFORM
SOUTHERN BUND DESIGN LEVEL
RRA PLATFORM
DATUM RL 360
CH 200
-100
0055
84
-920
955
52
-838
056
01
-759
556
00
-671
155
97
-606
855
87
-510
755
5255
62
-429
455
2255
33
-318
655
2155
14-2
612
5506
5505
-199
857
9955
0357
06-1
497
6049
5502
5714
000
6365
5496
5736
1467
6306
5493
5758
2105
6099
5495
5768
2654
5801
5497
5776
3194
5798
5499
3698
5167
5493
4403
4960
5483
5146
4976
5476
5877
5000
5477
7271
5009
5468
7872
4970
5466
9103
4921
5453
9997
4921
5448
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CH 300
-100
0057
88
-585
057
7756
00
-441
257
6456
00
-307
257
0156
00-2
544
5974
5600
5816
-199
162
8256
0058
06
-126
665
0756
0057
90
000
6485
5600
5761
1116
6400
5600
5736
1812
6346
5600
5722
2542
6318
5600
5708
3196
6001
5600
5699
3699
5800
5600
5691
4216
5611
5600
4903
5517
5600
5693
5399
5600
6290
5275
5593
6862
5238
5582
7589
5233
5570
8101
5138
5560
8921
5091
5547
9485
5000
5537
1000
049
4955
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
5657
5463
5207
4919
4915
4909
4906
4900
4895
5595
5419
5219
5152
5165
5129
5033
4971
4928
4914
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1056 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 1
006
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 87 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 400
-100
0054
5954
52
-938
054
5854
63-8
798
5457
5467
-678
254
9354
70
-611
455
0654
70
-546
155
0054
72
-361
954
8854
92-3
039
5756
5501
-249
960
2455
1058
76-1
944
6300
5518
5874
000
6439
5543
5866
1064
6476
5556
5862
1689
6400
5565
5860
2273
6300
5572
5857
3106
5926
5579
5844
3645
5669
5583
4465
5400
5588
5172
5200
5591
5786
5008
5593
6777
4976
5594
8721
4945
5593
9385
4952
5592
1000
049
6155
89
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CH 500
-100
0052
65
-908
352
4952
59
-773
552
6752
65
-566
252
8152
85
-469
852
9052
99
-400
352
9753
11
-334
053
0053
22-2
808
5600
5332
-227
559
0053
4157
87-1
765
6189
5349
5795
000
6329
5379
5823
1022
6300
5391
5845
1639
6000
5400
5859
2247
5887
5405
5890
2770
5700
5409
3517
5389
5414
4034
5085
5417
4803
4869
5421
5309
4876
5423
6268
4800
5426
6862
4768
5428
8266
4795
5430
9415
4816
5430
1000
048
2854
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 350
CH 600
-100
0050
4450
35
-908
150
4450
33
-820
950
3850
38-7
645
5035
5036
-612
550
2950
27
-532
150
2350
28
-451
850
1150
24
-347
551
0050
44-2
897
5458
5050
-234
658
0050
6057
40-1
845
6108
5073
5744
-666
6283
5105
5754
000
6292
5123
5760
1453
6300
5162
5774
2007
6100
5177
5779
2523
5800
5191
5784
3143
5400
5200
3661
5100
5221
4575
5057
5249
5482
5069
5284
6218
5090
5312
7375
5093
5357
7913
5100
5378
8683
5166
5400
9219
5171
5400
9970
5172
5400
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 350
CH 700
-100
0052
6151
23
-938
752
4251
02-8
876
5200
5088
-826
052
8950
71
-757
152
8750
50-7
011
5286
5032
-624
552
6350
21-5
704
5271
5017
-499
252
5250
14-4
400
5219
5016
-385
851
4150
20
-325
051
4950
29-2
681
5165
5038
-201
154
0050
54-1
490
5634
5069
-846
5999
5087
5750
000
6289
5111
5732
873
6269
5137
5719
1425
6315
5154
5697
1999
5930
5170
5411
2614
5518
5188
5104
3223
5110
5206
4800
3784
4862
5217
4761
4778
4713
4533
5240
6494
4652
3639
5262
8174
4701
2996
5286
8707
4700
2992
5291
9245
4630
2988
5296
9843
4443
2983
5298
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 170
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
5698
5355
5050
4889
4892
4896
4897
4899
5732
5465
5268
4960
4848
4846
4844
4846
4848
4850
5545
5337
4971
4791
4793
4797
4798
4800
4801
4803
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1055 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 2
007
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 88 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 800
-100
0050
8350
95
-828
550
6650
59
-554
050
1150
01
-336
649
3749
85
-232
649
4649
59-1
804
5299
4947
-121
857
0149
32-6
8660
6649
1957
19
000
6478
4902
5720
784
6373
4889
5719
1401
6309
4895
5476
1907
6005
4904
5247
2514
5604
4922
4968
3107
5202
4946
4811
3765
4829
4971
4811
4337
4789
4582
4991
5673
4847
3945
5021
6362
4900
3531
5035
6869
5018
3193
5040
7483
5100
2897
5047
8096
5096
2891
5052
8633
4926
2886
5057
9141
4700
2881
5058
9988
4599
2873
5061
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 160
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1055 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 3
008
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 89 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
-100
0046
0054
7931
13
-890
245
6954
7931
29-8
370
4600
5476
3183
-525
946
6654
5242
26
-449
146
7654
4544
79
-358
646
8654
3346
86
-278
547
0054
2447
79-2
284
4755
5418
4964
-172
148
5554
1051
46-1
164
4927
5403
5325
-647
4981
5393
5492
000
5049
5376
5700
559
5089
5358
1416
5157
5332
1989
5159
5315
2663
5200
5294
3253
5261
5275
3813
5300
5260
4412
5326
5241
4912
5346
5228
5471
5346
5218
5991
5338
5207
6581
5359
5201
7131
5386
5200
7773
5388
5200
8297
5350
5200
8990
5338
5202
9606
5364
5210
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DESIGN SURFACE
DATUM RL 185
CH 100
-100
0049
0056
3132
18
-900
549
0056
2532
45-8
436
4700
5621
3261
-747
147
0056
1532
53
-617
647
0056
0732
37
-551
346
6756
0335
91
-449
346
5955
8641
44
-348
846
8055
6446
39
-286
047
0055
5047
00
-159
147
0055
2250
96
-580
4700
5499
5477
000
4673
5486
5700
606
4646
5473
5593
1387
4640
5455
4789
2062
4655
5440
4789
2784
4689
5424
3946
4698
5400
4560
4700
5400
5236
4699
5400
6023
4763
5400
4809
6608
4821
5400
4812
7391
4896
5400
4816
7914
4930
5400
4819
8447
4965
5400
4822
8990
4990
5400
4824
9613
4970
5400
4828
OFFSET
EXISTING SURFACE
DATUM RL 195
CH 200
-100
0049
7253
91-9
470
4948
5397
-892
849
4154
02
-729
049
2554
14-6
747
4900
5418
-609
349
0054
22
-541
649
0054
26
-426
549
0054
30-3
759
4904
5431
-323
249
3454
32
-257
049
7454
31
-176
850
0054
29
-111
750
0054
26
000
5000
5418
655
5000
5411
1334
5000
5403
2047
5082
5392
2719
5300
5376
3229
5336
5365
3995
5400
5349
4565
5200
5335
5141
5064
5320
5741
5000
5330
6592
4886
5343
7221
4867
5353
7835
4847
5363
8560
4824
5374
9206
4804
5384
9893
4760
5395
OFFSET
EXISTING SURFACE
DATUM RL 180
CH 300
-100
0048
5448
4948
54
-928
648
8248
6548
82
-868
248
8348
8048
83
-802
649
0048
9449
00-7
496
4900
4906
4900
-698
949
8949
2049
89-6
450
5000
4936
5000
-592
649
1449
5249
14
-507
249
1049
7749
10
-380
549
4650
1350
57-3
233
4956
5028
5153
-220
249
5550
5453
26-1
697
4965
5060
5412
-637
5000
5081
5592
000
5001
5095
5700
1365
5037
5123
5214
2315
5061
5143
4862
3330
5100
5164
4860
3906
5158
5176
4859
4409
5252
5187
4857
4937
5500
5198
4856
5515
5700
5200
4855
6269
5700
5206
4853
6884
5304
5222
4852
7393
4987
5237
4851
7984
4900
5255
4850
8497
4900
5270
4849
9551
4865
5302
4846
OFFSET
EXISTING SURFACE
DATUM RL 295
FINAL LANDFORM
DESIGN SURFACE
FINAL LANDFORM
DESIGN SURFACE
FINAL LANDFORM
DESIGN SURFACE
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
3102
3116
3131
3168
3270
3700
4187
4741
4904
4934
4974
5115
5324
5700
5625
5227
4876
4818
4819
4820
4821
4822
4823
4825
4826
4827
4828
4829
4830
5658
5307
5368
5409
5428
5447
5476
5481
5471
5483
5517
5516
5508
5500
5488
5505
4793
4799
4802
4805
TOP OF WASTE
CLAY SHALE INTERFACE
TOP OF WASTE
CLAY SHALE INTERFACE
TOP OF WASTE
CLAY SHALE INTERFACE
CLAY SHALE INTERFACE
RRA PLATFORM
RRA PLATFORM
RRA PLATFORM
RRA PLATFORM
CELL 3
CELL 3CELL 3
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1054 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK009dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
NORTHERN RRA BUND
CROSS SECTIONS - SHEET 1
009
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 90 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
35
35
35
35
35
35
40
40
40
45
45
45
45
50
50
50
55
55
55
55
50
50
20
20
25
25
30
30
30
30
3030
3030
30
30
30
30
30
30
3030
30
30
30
30
30
3030
30
35
35
35
35
35 35
35
35
3535
35
35
35
35
3535
35
35
35
35
35
35
35
35
3535
35
35
40
40
40
40
40
40
40
40
45
45
45
45
30
35
35
35
40
40
40
40
404040
40
4045
45
45
45
45
45
45
4545
45
4545 45
45
5050
50
50
50
5050
50
5050
50
5050
50
50
50
50
5555
55
55
55
5555
5540
45
4545
45
50
5050
50
40
50
50
50
55
55
55
55
50
55
55
55
5050
50
50
50
5555
55
50
50
5050
55
55
5555
45
45
45
50
50
50
50
50
ASK021
BSK021
CSK022
DSK022
ESK023
EXTENT OF TRANSMISSION LINE EASMENT
30m PYLON EXCLUSION ZONE
30m PYLON EXCLUSION ZONE
30m PYLON EXCLUSION ZONE
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 426 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK020dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
020
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N LEGEND
DESIGN CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED AUGUST 2007 AND SEPTEMBER2016
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPERTY BOUNDARY
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 91 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONASK020 2000SCALE 1
SECTIONBSK020 2000SCALE 1
032
632
632
39
2035
6335
6334
47
4036
9536
9535
45
6037
6437
6436
32
8037
5937
5937
06
100
376
376
379
120
3908
4593
4446
140
344
5346
28
160
3383
4635
4723
180
3279
4025
4813
200
266
3235
4879
220
2016
2427
4901
240
2016
1849
1
260
2016
1849
02
280
2315
2409
4893
300
2374
2783
4927
320
2355
2804
4967
340
2824
283
4997
360
4395
285
5002
380
5137
2896
4978
400
5225
3567
4921
420
5406
4583
4865
440
6007
5033
4817
460
6374
5725
48
480
5346
5346
4837
4988
649
3649
3649
06
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -1030 0
3991
3991
3988
2042
541
3141
41
4046
1245
8442
67
6048
2653
4365
8041
3644
6144
66
100
4038
4067
4566
120
3116
3269
4665
140
3088
3017
4763
160
2962
2994
4862
180
2889
2972
4962
200
2862
295
5062
220
2858
2928
5161
240
2875
2922
5251
260
3025
2944
5339
280
3162
2966
5419
300
4013
2988
5455
320
4414
3008
5479
340
4488
303
549
360
4461
3052
5498
380
4514
3249
5509
400
4601
3333
552
420
4592
3443
5516
440
4609
448
5498
460
465
4924
5472
480
4715
5641
5444
500
4777
4768
5406
520
4838
478
5351
540
5009
479
5316
560
5179
4853
2
580
5275
481
5323
600
5303
482
5327
620
4959
483
5374
640
478
484
542
660
496
485
5453
680
5157
486
5487
700
5319
487
5521
720
5069
488
5555
740
4975
489
559
760
5002
5150
56
780
6143
567
56
800
6427
5729
56
820
6469
5793
56
840
5721
5721
5684
886
5746
5746
56
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -920
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
CLAY SHALE INTERFACE
NORTHWEST BUND
CELL 1
CELL 1 SUMP TOP OF WASTECLAY SHALE INTERFACESOUTHERN BUND
FINAL LANDFORM
CLAY SHALE INTERFACE
NORTHWEST BUND
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
NORTHERN RRA BUND
FINAL LANDFORM
RRA PLATFORM
SOUTHERN RRA BUND
INDICATIVE TEMPORARY EXCAVATION BATTER
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 328 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
021
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 92 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONCSK020 2000SCALE 1
SECTIONDSK020 2000SCALE 1
041
0641
0641
25
2041
6441
6442
27
4045
9845
1143
2
6046
8551
0544
14
8043
1448
5945
1
100
4402
4379
4608
120
4419
3629
47
140
4509
3018
4794
160
4441
3077
4889
180
4476
3137
4983
200
4969
3197
508
220
5059
3231
5178
240
454
3171
5258
260
4568
317
5331
280
4605
323
5363
300
4653
329
5388
320
5449
3498
5394
340
5467
2994
5396
360
4829
3653
96
380
4886
2951
5386
400
4934
2998
536
420
5486
3041
5329
440
5504
3024
5302
460
4928
3082
5262
480
4962
314
5214
500
5005
3121
5158
520
5014
306
5091
540
5007
3627
5036
560
4986
4663
4992
580
4958
4958
4953
600
4871
4871
4913
620
4816
4816
4882
640
4797
4797
4862
660
471
471
4872
680
471
471
488
700
471
471
4898
720
471
471
4912
740
471
471
4904
760
4704
4704
4895
780
471
471
4885
800
471
471
4867
820
471
471
4816
840
4716
4716
4761
8488
647
3247
3247
76
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -910 0
3868
3868
3876
2042
7942
7939
92
4033
0233
0243
44
6020
1618
4741
8020
1618
50
100
2016
1850
38
120
2343
1829
5079
140
2513
267
5119
160
2703
2874
5158
180
2722
2833
5197
200
2762
2861
5215
220
2846
2883
525
240
2876
2905
5262
260
2893
2927
5273
280
2888
2949
5286
300
2908
2956
53
320
3087
3003
5312
340
3681
3074
5326
360
4456
3159
534
380
445
2987
5353
400
445
2992
536
420
4655
2998
5363
440
4539
3018
5356
460
4503
3037
5349
480
4513
3056
5341
500
4527
3076
5326
520
4533
3095
5314
540
4536
3115
5306
560
4553
3134
529
580
456
3153
5292
600
458
3173
5259
620
4596
3192
5234
640
4593
3214
5208
660
4592
324
5184
680
4636
4082
5141
700
4641
4916
5096
720
5332
5582
505
740
5466
5317
5005
760
511
4901
4732
780
4538
4538
4586
7907
453
453
4566
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -1030
FMPPR EXTENT OF EXTRACTIONFMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTIONFMPPR EXTENT OF EXTRACTION
NORTHEAST BUND
CELL 2
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 3
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 2
CELL 1 SUMP NORTHEAST BUNDINDICATIVE TEMPORARY EXCAVATION BATTER
CLAY SHALE INTERFACE
INDICATIVE TEMPORARY EXCAVATION BATTER
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1141 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
022
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 93 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONESK020 2000SCALE 1
042
1342
1342
1
2044
6244
6243
03
4036
0436
1645
63
6034
7328
7348
8
8035
2228
0850
22
100
3416
2865
5067
120
3282
2927
5112
140
3493
2988
5157
160
3515
3003
5202
180
3563
2943
5247
200
3573
2957
5292
220
3718
3014
5337
240
3934
3064
5382
260
407
3122
5426
280
4434
3068
547
300
4477
3048
5514
320
4495
3323
5558
340
454
3161
5601
360
4596
3145
5629
380
4701
3124
5651
400
4684
3111
5663
420
4691
3094
5662
440
4713
3077
5642
460
489
306
5617
480
5041
3044
5595
500
5114
3027
5552
520
5148
301
5508
540
5178
2994
5464
560
5223
2977
542
580
5288
296
5377
600
5439
2944
5333
620
5201
2927
5289
640
4795
2909
5245
660
4788
2891
5201
680
4774
3604
5154
700
4778
4637
5108
720
546
5082
5061
740
5598
5665
5015
760
5122
513
4809
780
4726
4738
4738
7907
4718
4718
4708
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -920
FMPPR EXTENT OF EXTRACTION FMPPR EXTENT OF EXTRACTION
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 3
NORTHEAST BUNDINDICATIVE TEMPORARY EXCAVATION BATTER
CLAY SHALE INTERFACE
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1141 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
023
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 94 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
LOT 4DP 242968
LOT 2DP 586093
LOT 2DP 238092
LOT 42DP 738126
PATONS LANE
PATONS LANE
EASTWEST BUNDBOUNDARY
INITIALLEACHATEEVAPORATIONDAM
RRAPLATFORM
CELL 3
CELL 2CELL 1
LONG-TERMLEACHATEEVAPORATIONDAM
CONTINGENCYSTOCKPILEAREA
NORTHEASTERNBUND
NORTHWESTERNBUND
SOUTH ANDSOUTHWESTERNBUND
NORTHERN RRABUND
SOUTHERN RRA BUND
ADDITIONAL TRIMMING FORNORTHEASTERN BUND
ADDITIONAL TRIMMING FORNORTHWESTERN BUND
SEDIMENT DAM 5(PRELIMINARY CAPACITY 53MLSUBJECT TO DESIGN)
SEDIMENT DAM 6(CAPACITY 33ML SUBJECT TO DESIGN)
OUTLET AND SPILLWAY TOADJACENT PROPERTY
LANDFILL CELLACCESS ROAD
HAUL ROAD
SEDIMENT DAM 4A(PRELIMINARYCAPACITY 75MLSUBJECT TO DESIGN)
PROPOSED COMBINEDOUTLET STRUCTURE
30m PYLON EXCLUSION ZONE
SEDIMENT DAM 3B(PRELIMINARY CAPACITY 31 ML SUBJECT TO DESIGN)
OUTLET TO ADJACENT PROPERTY
SEDIMENTDAM 6A(IF REQUIRED)
30m PYLON EXCLUSION ZONE
SPILLWAY
BLAXLAND CREEK
OUTLET TO BLAXLAND CREEK
DUPLICATE CULVERTTHROUGH BUND TO INCASE OF BLOCKAGE
AVERAGE CHANNELGRADE ~ 13
AVERAGE CHANNELGRADE ~ 19
AVERAGE CHANNELGRADE ~ 30
AVERAGE CHANNELGRADE ~ 16
AVERAGE CHANNELGRADE ~ 23
EXTENT OF TRANSMISSION LINE EASMENT
SEDIMENT DAM 3A(PRELIMINARY CAPACITY 31 ML SUBJECT TO DESIGN)
BIOSWALECONVEYINGDAM 3A OUTFLOW
SEDIMENT DAM 2A(CAPACITY SUBJECT TO DESIGN)
EXISTING DAM 2
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No16 December 2016 - 433 PM G2125736CADDDrawings21-25736-SK010dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
SURFACE WATER
010
F
21-25736
PRELIMINARY
12000
DEC 2016
E REVISED AD 081216
F REVISED AD 161216
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN - LAND ENGINEERING amp MININGSURVEYORS DATED SEPTEMBER 2016
2 TO BE READ IN CONJUNCTION WITH SK011CATCHMENT PLAN (GHD 2016)
3 SUBJECT TO CHANGE BASED ON DEVELOPMENT OFCONCEPT DESIGN
4 ON-SITE DRAINAGE TO BE DESIGNED TO PROVIDECAPACITY FOR THE 1 IN 20 YEAR AVERAGERECURRENCE INTERVAL (ARI) STORM EVENT
5 INTERNAL ROAD CULVERTS AND PIPES THROUGHBUNDS TO BE DESIGNED FOR 1 IN 100 YEAR ARISTORM CAPACITY
6 SEDIMENT BASINS TO BE DESIGNED TO PROVIDE FOR90TH PERCENTILE 5 DAY RAINFALL CAPACITY INACCORDANCE WITH THE REQUIREMENTS OFMANAGING URBAN STORMWATER - SOILS ANDCONSTRUCTION MANUAL (DECC 2004)
7 SEDIMENT DRAINAGE CHANNELS GENERALLY TOCOMPRISE GRASSED SWALES LAID ON EROSIONCONTROL MATTING AND UNDERLAIN BY TOPSOIL
8 BIORETENTION DRAINS GENERALLY TO COMPRISEGRASSED CHANNEL UNDERLAIN BY BELOW GROUNDFILTER MEDIA
9 PERIMETER DRAINS TO CONVEY SEDIMENT LADENRUNOFF DURING BUND RESHAPING WORKS ASSHOWN TO BE CONVERTED TO CLEAN WATERDRAINS FOLLOWING BUND REVEGETATION
10 ROCK RIPRAP OUTLET PROTECTION TO BE PROVIDEDAT OUTLETS OF ALL SEDIMENT BASINS
11 ALL SEDIMENT BASINS TO INCORPORATE GABION ORROCK LINED EMERGENCY SPILLWAY
12 SEDIMENT AND EROSION SOURCE CONTROLS TO BESHOWN SEPARATELY ON SEDIMENT AND EROSIONCONTROL PLAN INCORPORATING STAGING OFESTABLISHMENT WORKS
13 ALL CAPACITIES AND SIZINGS ARE INDICATIVE ONLYAND SUBJECT TO DESIGN
DAM
CLEAN WATER DRAINAGE CHANNEL
SEDIMENT DRAINAGE CHANNEL
HEADWALL AND CULVERT
ACCESS ROAD
ROCK CHECK DAM
LOW LEVEL BERM TO EXCLUDECLEAN WATER RUN-ON
Page 95 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 4
Survey of Riparian Zone and DPI Water policies and guidelines
Page 96 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
35
35
40
40
40
20
30
3535
35
30
35
35
35
40
40
40
4545
45
4545 45
45
50
50
5050
50
50
5040
4545
45
5050
50
40
20
40
PROPOSED COMBINEDOUTLET STRUCTURE
40m RIPARIAN CORRIDOR BUFFER
20m RIPARIAN CORRIDOR BUFFERRIPARIAN CORRIDOR
PROPOSED DAM 3A
RELOCATED DAM 4A
PROPOSED NORTHWESTERN BUND
PYLON EXCLUSIONZONE
PYLON EXCLUSIONZONE
PROPOSED DAM 2A
EXISTING DAM 2
BLAXLAND CREEK
SITE BOUNDARY
SITE BOUNDARY
DAM 4 OUTLET TO DAM 3B
WESTERN BOUNDARY CLEAN WATER DRAIN
DAM 3B CLEAN WATER OVERFLOW
DAM 2A OUTLET TO DAM 2
DAM 3A OVERFLOW TO DAM 2A
20
40
PROPOSED COMBINEDOUTLET STRUCTURE
40m RIPARIAN CORRIDOR BUFFER
20m RIPARIAN CORRIDOR BUFFERRIPARIAN CORRIDOR
PROPOSED DAM 3A
RELOCATED DAM 4A
PROPOSED NORTHWESTERN BUND
PYLON EXCLUSIONZONE
PYLON EXCLUSIONZONE
PROPOSED DAM 2A
EXISTING DAM 2
BLAXLAND CREEK
SITE BOUNDARY
SITE BOUNDARY
DAM 4 OUTLET TO DAM 3B
WESTERN BOUNDARY CLEAN WATER DRAIN
DAM 3B CLEAN WATER OVERFLOW
DAM 2A OUTLET TO DAM 2
DAM 3A OVERFLOW TO DAM 2A
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No8 December 2016 - 1144 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK026dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
SURFACE WATER
026
C
21-25736
PRELIMINARY
11000
DEC 2016
B REVISED AD 071216
C REVISED AD 081216
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN - LAND ENGINEERING amp MININGSURVEYORS DATED SEPTEMBER 2016
2 PROPOSED WORKS ARE SUBJECT TO CHANGE BASEDON DEVELOPMENT OF DETAILED DESIGN
DAM
CLEAN WATER DRAINAGE CHANNEL
SEDIMENT DRAINAGE CHANNEL
HEADWALL AND CULVERT
ACCESS ROAD
STORMWATER ARRANGEMENT OVER EXISTING SURVEY
STORMWATER ARRANGEMENT OVER PROPOSED SURFACE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
TRANSMISSION LINE EASEMENT
Page 97 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for instream works on waterfront land These guidelines relate to the design and construction of works within a watercourse or on waterfront land Instream works include modifications or enhancements to the watercourse channel realignment bed control structures pipe laying and cable trenching etc
Instream works are regulated by the controlled activity provisions of the Water Management Act 2000 (WM Act) The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means that a controlled activity approval must be obtained from the NSW Office of Water before commencing the controlled activity
What are the aims and objectives for instream works The design and construction of works or activities within a watercourse or adjoining waterfront land should protect and enhance water flow water quality stream ecology and existing riparian vegetation Impacts on the hydrologic hydraulic and geomorphic functions of a watercourse should also be minimised
Consultation with relevant government agencies at the concept stage of development and during the design phase is recommended so that good outcomes can be identified planned for and achieved
The design and construction footprint and the extent of disturbances within waterfront land should be minimised
Asset protection zones and all ancillary infrastructure such as utility easements detention basins and water quality control structures roads pathscycle ways should be located outside the riparian corridor or in accordance with the NSW Office of Water guidelines for riparian corridors which may allow some works to be located within the outer 50 per cent of the vegetated riparian zone
All waterfront land disturbed by the construction or installation of a controlled activity should be rehabilitated in such a way that the integrity of the watercourse and its riparian corridor is restored or rehabilitated
What should be considered The design and construction of instream works should consider but not be limited to the following
Identify the width of the riparian corridor in accordance with the NSW Office of Water guidelines for riparian corridors
Consider the full width of the riparian corridor and its functions in the design and construction of any instream works Where possible the design should accommodate fully structured native vegetation
Identify alternative options and detail the reasons for selecting the preferred options Minimise the design and construction footprint and proposed extent of disturbances to soil and
vegetation within watercourse or waterfront land Maintain or mimic existing or natural hydraulic hydrologic geomorphic and ecological functions of the
watercourse Demonstrate the instream works will not have a detrimental impact on these functions
Page 98 of 136
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Maintain the natural geomorphic processes o Accommodate natural watercourse functions o Establish natural bed and bank profiles for example meanders chain of ponds surface water
pools and riffles and bed controls o Allow for the movement of sediment and woody debris o Prevent increased scour and erosion of the watercourse bed or banks in any storm events o Avoid locating works or structures on bends in the channel unless they are structures to restore
stability o Address existing bed degradation to protect structures and restore channel and bed stability
Maintain the natural hydrological regimes o Accommodate site hydrological conditions for example maintain low flows o Do not alter natural bank full or floodplain flows Modifications to watercourses should be based on
roughness coefficients that represent the lsquonaturalrsquo state including fully structured mature riparian vegetation
o Do not change the gradient of the bed except to address existing bed and bank degradation o Do not increase velocities by constricting flows
Protect against scour by designing and providing necessary scour protection for example rock rip-rap and vegetation
Stabilise and rehabilitate all disturbed areas including topsoiling revegetation mulching weed control and maintenance in order to adequately restore the integrity of the riparian corridor
Monitor and maintain all in-stream works until suitably stabilised
What information should be submitted for assessment When seeking approval to construct instream works the NSW Office of Water will rely on the above information to undertake its assessment and to determine if the activity should be approved All instream worksactivities should be designed and certified by suitably qualified persons
The following additional information will also be required
Detailed design drawings of proposed works (engineering certification may also be required) Detailed design drawings which include a surveyed plan cross sections (across the watercourse) and
a long section of the watercourse showing the proposed works relative to existing and proposed bed and bank profiles and water levels The cross section should extend to the landward limit of the identified riparian corridor All plans must include a scale bar
Detailed report of pre and post construction hydraulic conditions The report should address bank full discharge velocity tractive force or sheer stress afflux (Modified RTA method is acceptable) Froude and Manningrsquos lsquonrsquo roughness values relative to the proposed structure
Detailed plans of permanent bed and bank stabilisation works for scour protection Photographs of the site To assist with future monitoring and reporting all photo points should be
identified by GPS coordinates or by survey - particularly for large scale earthworks or extractive industries
A vegetation management plan prepared in accordance with NSW Office of Water guidelines for vegetation management plans
Sediment and erosion control plan A site management plan incorporating a works schedule sequence and duration of works
contingencies (in case of flood or similar) erosion and sediment controls and proposed monitoring and reporting periods
Costing of all works (materials labour) and stages of works (channel stabilisation rehabilitation) Copies of other relevant approvals for example land ownerrsquos consent or development consent
Page 99 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Controlled activities on waterfront land ndash Guidelines for instream works on waterfront land
3 NSW Office of Water July 2012
Will a maintenance period be necessary Applicants will also need to provide for a maintenance period of between three and five years after practical completion of each stage or until the site is stable The maintenance period will depend on the scope size and level of risk Engineering certification may be required at the end of the maintenance period
Maintenance includes sediment and erosion control the replacement of any works vegetation or areas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Maintenance should include sediment and erosion control replacement of any worksareas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Will a security deposit be required Applicants should note that if the likelihood of significant impact on the watercourse or waterfront land is identified security (as bank guarantees) may be required before the controlled activity is commenced The amount of security is usually based on the costings provided
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_b
Page 100 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for outlet structures on waterfront land These guidelines relate to the design of stormwater outlets and spillways from infrastructure including roads buildings constructed basinswetlands swales or other drainage works into a watercourse or waterfront land
Outlet structures on waterfront land are a controlled activity under the Water Management Act 2000 (WM Act)The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means a controlled activity approval must be obtained from the NSW Office of Water before commencing the controlled activity
What are the aims and objectives for outlet structures The design and construction of stormwater outlets should aim to be natural yet provide a stable transition from a constructed drainage system to a natural flow regime as seen in Figure 1
Figure 1 Natural outlet structure
Page 101 of 136
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Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
The design and construction footprint and extent of disturbance within the riparian corridor should be minimised even allowing for the intended discharge function to be achieved Refer to the NSW Office of Water guidelines for riparian corridors
All ancillary drainage infrastructure such as oil or grease interceptors sediment and litter traps constructed wetland detention basins or any works requiring on-going access or maintenance should be located outside the riparian corridor or in accordance with the NSW Office of Water guidelines for riparian corridors
Water run-off from the site should be of appropriate quality and quantity before being discharged into a riparian corridor or watercourse
Appropriate rehabilitation of disturbed areas following the installation of outlet structures should adequately restore the integrity of the riparian corridor
What should be considered in the design and construction of outlet structures The design and construction of outlet structures should consider but not be limited to the following
Define the infrastructure route and identify the specific point of discharge Where possible select a route along an existing cleared or disturbed area that avoids trees preferably beyond their drip line
Choose a stable section of the stream for the discharge point preferably mid-way between bends Alternatively incorporate outlet discharge points into disturbederoded areas which are to be stabilised or rehabilitated
Minimise construction footprint and proposed extent of disturbance to soil and vegetation within the watercourse or waterfront land
Demonstrate that changes to the hydrology of the receiving watercourse have been assessed and there is no detrimental impact on discharge volumes and channel velocities Discharge velocities and flow rates should mimic natural flows and not initiate erosion
Discharge from an outlet should not cause bed or bank instability Protect the bed of the watercourse below the outlet if not bedrock or if bed scour is likely Consider
bank material and outlet jet effect and protect the opposite streambank if required Point outlet structure and direct discharge downstream The outlet should not protrude beyond the streambank but tie in with the adjoining bank alignment Calculate tractive stresses generated from outlet discharges and from bank full discharges to
determine appropriate rock size requirements for the structure Rock rip-rap is the preferred material to provide a natural outlet Rip-rap should extend for the full
extent of the design scour apron and adjoining flanksstreambank Rip-rap must be appropriately keyed in to withstand the velocities of runoff or discharge from the site and cut-off trenches should be provided where necessary
Rip-rap should consist of durable angular run-of-quarry rock placed over a bedding layer of angular cobbles over geotextile Where possible incorporate vegetation such as sedges and rushes into scour management as Figure 1 for further stability
Grade scour apron to bed level of the watercourse or just below any permanent water created by any stable feature such as a rock bar within the watercourse
Stabilise and rehabilitate all disturbed areas including topsoiling revegetation and regeneration mulching weed control and maintenance
What information should be submitted for assessment When seeking approval to outlet structures across a watercourse or waterfront land the NSW Office of Water will rely on the above information to undertake its assessment and to determine if the activity should be approved All works and activities within watercourses should be designed by suitably qualified persons
Page 102 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Controlled activities on waterfront land ndash Guidelines for outlet structures on waterfront land
3 NSW Office of Water July 2012
The following additional information may also be required
Detailed design drawings which include a surveyed plan cross sections across the watercourse and a long section of the watercourse showing proposed works relative to existing and proposed bed and bank profiles and water levels The cross section is to extend to the landward limit of the identified riparian corridor All plans must include a scale bar
Detailed plans should include a location plan plan view elevation view and cross section of the proposed outlet structure
Detailed plans of any permanent bed and bank stabilisation works for scour protection Sediment and erosion control plan Detailed report of pre and post construction hydraulic hydrologic and geomorphic conditions Photographs of the site should be supplied To assist with future monitoring and reporting all photo
points should be identified by GPS coordinates or by survey particularly for large scale earthworks or extractive industries
A vegetation management plan prepared in accordance with the NSW Office of Water guidelines for vegetation management plans
A site management plan incorporating a works schedule sequence and duration of works contingencies such as in case of flooding erosion and sediment controls and proposed monitoring and reporting periods
Costing of all works including materials and labour and stages of works including outlet structure installation and rehabilitation
Copies of other relevant approvals for example development consent
Will a maintenance period be necessary Applicants may need to allow for a minimum maintenance period of two years after practical completion of each stage or until the site is stable The maintenance period will depend on the scope size and level of risk Engineering certification may be required at the end of the maintenance period Maintenance until stable includes sediment and erosion control the replacement of any works vegetation or areas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Will a security deposit be required Applicants should note that if the likelihood of significant impact on the watercourse or waterfront land is identified security (as bank guarantees) may be required before the controlled activity is commenced The amount of security is usually based on the costings provided
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_d
Page 103 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for riparian corridors on waterfront land Controlled activities carried out in on or under waterfront land are regulated by the Water Management Act 2000 (WM Act) The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means that a controlled activity approval must be obtained from the Office of Water before commencing the controlled activity
What is a riparian corridor A riparian corridor (RC) forms a transition zone between the land also known as the terrestrial environment and the river or watercourse or aquatic environment Riparian corridors perform a range of important environmental functions such as
providing bed and bank stability and reducing bank and channel erosion protecting water quality by trapping sediment nutrients and other contaminants providing diversity of habitat for terrestrial riparian and aquatic plants (flora) and animals (fauna) providing connectivity between wildlife habitats conveying flood flows and controlling the direction of flood flows providing an interface or buffer between developments and waterways providing passive recreational uses
The protection restoration or rehabilitation of vegetated riparian corridors is important for maintaining or improving the shape stability (or geomorphic form) and ecological functions of a watercourse
Changes to controlled activities within riparian corridors On 1 July 2012 new rules commenced regarding controlled activities within riparian corridors The new rules amend the riparian corridor widths that apply to watercourses providing more flexibility in how riparian corridors can be used and making it easier for applicants to determine the Office of Water controlled activity approval requirements Key aspects of the changes include
Provision of greater flexibility in the allowable uses and works permitted within riparian corridors The core riparian zone and vegetated buffer have been combined into a single vegetated riparian
zone (VRZ) The width of the VRZ within the riparian corridor has been pre-determined and standardised for
first second third and fourth order and greater watercourses Where suitable applicants may undertake non-riparian corridor works or development within the
outer 50 per cent of a VRZ as long as they offset this activity by connecting an equivalent area to the RC within the development site
A new lsquoriparian corridors matrixrsquo enables applicants to determine what activities can be considered in riparian corridors
Page 104 of 136
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
These changes will simplify the controlled activities application and assessment process provide greater flexibility help make more land available for housing support floodplain stormwater and bush fire management and allow riparian corridors to be used for public amenity whilst continuing to deliver environmental outcomes required under the WM Act
The riparian corridor consists of
the channel which comprises the bed and banks of the watercourse (to the highest bank) and the vegetated riparian zone (VRZ) adjoining the channel
Figure 1 The riparian corridor
Riparian corridor widths The Officer of Water recommends a VRZ width based on watercourse order as classified under the Strahler System of ordering watercourses and using current 125 000 topographic maps (see Figure 2 and Table 1) The width of the VRZ should be measured from the top of the highest bank on both sides of the watercourse
Figure 2 The Strahler System Table 1 Recommended riparian corridor (RC) widths
Watercourse type VRZ width
(each side of watercourse)
Total RC width
1st order 10 metres 20 m + channel width
2nd order 20 metres 40 m + channel width
3rd order 30 metres 60 m + channel width
4th order and greater (includes estuaries wetlands and any parts of rivers influenced by tidal waters)
40 metres 80 m + channel width
Note where a watercourse does not exhibit the features of a defined channel with bed and banks the Office of Water may determine that the watercourse is not waterfront land for the purposes of the WM Act
Page 105 of 136
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Bingo IndustriesNov 01 2017 1837
Objectives for riparian corridor management The overarching objective of the controlled activities provisions of the WM Act is to establish and preserve the integrity of riparian corridors
Ideally the environmental functions of riparian corridors should be maintained or rehabilitated by applying the following principles
Identify whether or not there is a watercourse present and determine its order in accordance with the Strahler System
If a watercourse is present define the RCVRZ on a map in accordance with Table 1 Seek to maintain or rehabilitate a RCVRZ with fully structured native vegetation in accordance
with Table 1 Seek to minimise disturbance and harm to the recommended RCVRZ Minimise the number of creek crossings and provide perimeter road separating development from
the RCVRZ Locate services and infrastructure outside of the RCVRZ Within the RCVRZ provide multiple
service easements andor utilise road crossings where possible Treat stormwater run-off before discharging into the RCVRZ
The Office of Water however does allow for a range of works and activities on waterfront land and in riparian corridors to better meet the needs of the community so long as they cause minimal harm as outlined in the riparian corridor matrix below
Riparian corridor matrix The riparian corridor matrix enables applicants to identify certain works and activities that can occur on waterfront land and in riparian corridors Applicants should note that the matrix relates to controlled activity approvals under the WM Act only They are still required to comply with other relevant government legislation such as threatened species flood planning levels and fisheries guidelines
Table 2 Riparian corridor matrix
Detention basins
Road crossings Stream order
Vegetated Riparian
Zone (VRZ)
RC off-setting for non
RC uses
Cyclewaysand paths
Only within 50 outer VRZ
Online
Stormwater outlet
structures and
essential services
Stream
realignment
Any Culvert Bridge
1st 10m
2nd 20m
3rd 30m
4th + 40m
Key Stream order The watercourse order as classified under the Strahler System based on 125000 150000 or 1100000 topographic maps whichever is the smallest scale available A full list is provided at Part 2 Schedule 2 of the Water Management (General) Regulation 2011 Vegetated riparian zone (VRZ) The required width of the VRZ measured from the top of the high bank on each side of the watercourse Riparian corridor (RC) off-setting for non RC uses Non-riparian uses such as Asset Protection Zones are allowed within the outer 50 per cent of the VRZ so long as offsets are provided in accordance with the averaging rule as seen in Figure 3
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Cycleways and paths Cycleways or paths no wider than four metres total disturbance footprint can be built in the outer 50 per cent of the VRZ Detention basins Detention basins can be built in the outer 50 per cent of the VRZ or online where indicated Refer to the Office of Waterrsquos Controlled activities Guidelines for outlet structures and Controlled activities Guidelines for instream works Online basins must be dry and vegetated be for temporary flood detention only with no permanent water holding have an equivalent VRZ for the corresponding watercourse order not be used for water quality treatment purposes Stormwater outlet structures and essential services Stormwater outlets or essential services are allowed in the RC Works for essential services on a fourth order or greater stream are to be undertaken by directional drilling or tied to existing crossings Refer to the Office of Waterrsquos Controlled activities Guidelines for laying pipes and cables in watercourses and Controlled activities Guidelines for outlet
structures
Stream realignment Indicates that a watercourse may be realigned Refer to the Office of Waterrsquos Controlled activities Guidelines for instream works
Road crossings Indicates permitted road crossing methods Refer to the Office of Waterrsquos Controlled activities Guidelines for watercourse crossings and NSW DPI policy and guidelines for fish friendly waterway crossings for Class 1 and 2 waterways
What is the averaging rule Non riparian corridor works and activities can be authorised within the outer riparian corridor so long as the average width of the vegetated riparian zone can be achieved over the length of the watercourse within the development site That is where appropriate 50 per cent of the outer vegetated riparian zone width may be used for non-riparian uses including asset protection zones recreational areas roads development lots and infrastructure However an equivalent area connected to the riparian corridor must be offset on the site (see Figure 3) and the inner 50 per cent of the vegetated riparian zone must be fully protected and vegetated with native endemic riparian plant species
Bridges cycleways paths stormwater oulets and other essential services do not need to be offset but must comply with the requirements set out in the riparian corridor matrix (Table 2) and other relevant Office of Water controlled activities guidelines Offline detention basins do not need to be offset so long as there is an equivalent VRZ for the corresponding watercourse and they are built in compliance with the Office of Waterrsquos Controlled activities Guidelines for watercourse crossings and Controlled activities Guidelines for in-stream works If a proposed basin will not have an equivalent VRZ for the corresponding watercourse it may still be built in the outer 50 per cent of the VRZ but must be offset
The averaging rule should generally be applied to cleared waterfront land Development proposals involving waterfront lands that contain existing native vegetation should seek to preserve that riparian vegetation in accordance with the minimum riparian corridor requirements outlined in Table 1 Figure 3 Averaging rule
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Controlled activities on waterfront land - Guidelines for riparian corridors on waterfront land
5 NSW Office of Water July 2012
Applications for controlled activity approvals Applications for controlled activities approvals should be informed by the riparian corridor matrix shown in Table 2 and prepared using the Application for a Controlled Activity Approval for works on waterfront land form and the Guideline for completing an application for a Controlled Activity Approval
Other controlled activity guidelines are available on the Office of Water website and outline relevant considerations for applicants when proposing activities and works on waterfront lands
Streamlined assessment Where applications are presented in accordance with the riparian corridor matrix (Table 2) and other Office of Water controlled activity guidelines they will be assessed under a streamlined process This may decrease the amount of time it takes the Office of Water to make a determination saving applicants time and money
Applications that do not conform to the matrix andor relevant Office of Water controlled activity guidelines will continue to be subject to merit assessment to ensure that the proposals meet the requirements of the WM Act All applications will still need to demonstrate that minimal harm will occur to waterfront land before a controlled activity approval will be issued
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_e
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 5
Report on EEC Impacts Project Approval Document Schedule 6 Condition 5 c
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of2010
Casuarina glauca
Acacia parramattensis
Eucalyptus amplithornlia
Eucalyptus moluccana
DELLARA PTY LTDProposed Orchard Hills Facility
Response to ltem 1(e)in Short Minutes of Order - 12 May 2011
in the Land and Environment CourtProceeding No 1 0928 of 201 0
INTRODUCTION
Point 1(e) in Short Minutes of Order nominates the following
Riparian Zone and EEC
(e) Provide information on the impacts of dust surface water and
groundwater upon the vegetation within the riparian zone and EECwithin the conservation zone both on and off the Project Site
Based on detail provided by NPWS 119971 the Blaxland Creek riparian zone within and
outside the Project Site comprises tree and shrub vegetation including
Mel aleuca line ar iithornliaBursaria spinosa and
Grevillea juniperina
plus a range offerns and other grass and herb groundcover species
The adjoining endangered ecological community west of the Project Site (on Commonwealth
land) |NPVS 1997] comprises tree and shrub vegetation including
Acacia decurrens Breynia oblongifolia
Eucalyptus moluccana Phyllanthus virgatus
Meleleuca lineariifolia Acacia elongata
Melaleuca stypheloides Acaciafalcata
Melaleuca nodososlash
Dodonaea viscosa subsp cunesta
Bossiaea prostrata and
Eremophila debilis
Astroloma humifusum Pultenqea microphylla
plus a range ofgrass and herb groundcover species
I have set out below the impacts that I consider will occur on the vegetation within both theBlaxland Creek riparian zone and the adjoining endangered ecological community
DUST IMPACTS
Dust which accumulates in high concentrations on plant leaves can have the effect ofinterfering with photosynthesis by reducing the amount of light reaching the photosynthetic
apparatus of the leaves and increasing leaf temperature In addition dust can have an impacton water vapour loss by preventing the leaf stomates from closing as they would normally do
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of2010
DELLARA PTY LTDProposed Orchard Hills Facility
Reference to PAE Holmes [2011] identifies that predicted total deposited dust levels in thevicinity of the subject vegetation communities would be in the order of 2 to 8gmm2 permonth (Scenario 1) and 2 to 4gmlm2 per month (Scenario 3) These levels include ihebackground deposited dust levels and the^predicted contribution from the facility It isnoteworthy that the higher level of Sgmlmlmonth would only be applicable at the closestpoint of the Blaxland Creek riparian vegetation and then it would only occur for the durationof activities represented by Scenario 1 ie only for a 6 month period during siteestablishment
Doley 12006] quotes Farmer [1993] as showing that direct physical impacts on vegetationbecame apparent at relatively high surface loads [eg gt Tgmlm] On the other handchemical effects of reactive materials such as cement dust may become evident at rate ofdeposition of 2gmlmz Dusts containing chemically reactive materials such as sulphates ornitrates can also have major impacts on vegetation tissue
Holmes [Henschke perscomm Muy 2011] also indicates that the dust likely to be generatedfrom activity at the site would be relatively inert mineral material rather than dust that has adeleterious impact on plant tissue by virtue of its chemical properties
The rate of dust deposition resulting from proposed activity ^at
the Orchard Hills site iscalculated by PAE Holmes [2011] to be of the order of 2-8 gmmper month
The potential rate of dust deposition calculated by PAE Holmes [2011] also assumes that thereceptive surface collects and retains all of the deposited dust and is based on collections in adust gauge from which no material can escape In practice this would not be the case sincedust is removed from leaf surfaces in the field by wind action the flexing of branches andby incident rainfall with the consequence that large proportions of any potential dust wouldnot accumulate on leaf surfaces at all or for any length of time
In this regard it is interesting to note the work of Keller and Lamprecht fcited by Doley20061in vegetation adjacent to a busy unsealed highway in the Alaskan tundra showed thatover 850o of deposited dust may be dislodged
Table 1 contains records from the Bureau of Meteorology site at Orchard Hills TreatmentWorks that show that rainfalls of gt1mm are received between 5 and 8 times each monthduring the year with a total ofjust over 76 days per year when such falls are recorded
Rainfalls of gtlmm would be sufficient to remove most of the dust from all but the mosthorizontally-orientated leaves As a consequence the levels of dust accumulation calculatedby PAE Holmes [2011] would be somewhat lessened in their magnitude generally speakingby the impacts of rain and wind on the vegetation surfaces Dust would accumulate to somedegree for a few days and then effectively be removed following wind or rain events
The amount of dust that is deposited on the leaves of growing plants is affected by theorientation of the leaves their age their surface roughness surface waxiness and wettability
For instance most eucalypt leaves are erect or pendulous in orientation rather than horizontalin presentation fGMCunningham pers obs Doley 2006] As such these leaf surfacesprovide a difficult medium for dust accumulation per se or for dust to create a debilitatingproblem
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of 2010
DELLARA PTY LTDProposed Orchard Hills Facility
Table IRainfafl Observations from Orchard Hills Treatment Works Iacute1970-20111
Month Mean Rainfallfmml
Mean Number ofRain Davs
January 1017 83
Februarv 1113 85
March 894 77
April 625 62
May 641 59
June 520 49
Julv 375 43
Auqust 398 38
September 365 51
October 563 69
November 758 78
December 723 72
Total 801 1 766Source Bureau of Meteorology website - 16 May 201 1
The other main native tree and shrub species within the Blaxlands Creek and adjoiningDefence lands at Orchard Hills are listed above These species also have generally verticalnear vertical or pendulous leaf orientations that serve to reduce dust accumulation and thusany impact on plant growth
In the light of the above considerations I conclude that there would not be any deleteriousimpacts on the vegetation of Blaxland Creek or the adjoining Defence lands from dustpotentially generated within the Project Site
SURFACE WATER IMPACTS
Reference to GSS EnvironmentaliBMTWBM (2010) and GHDGSS Environmental (2011)
identifies that no contaminated water would flow from the Project Site towards theendangered ecological community on the western side of the Project Site It is noted that thesite stormwater management system addresses sediment-laden runoff from disturbed areas
not in contact with emplaced waste and is specifically designed and maintained in separation
to the cell leachate management system Similarly the same report identifies that a range ofsuitably sized dams (in accordance with the Blue Book) would be constructed to containsurface water run off from the outer slopes of the northern and eastern faces Stormwaterrunoff inside the facility will be managed by a series of internal sediment dams within thecells (including treatment where required) which is preferentially used internally for aspects
such as dust suppression Vater surplus to usage requirements meeting required water qualitycriteria may be transferred to external sediment Dam 2 for monitored licenced discharge inaccordance with an EPL noting this is also downstream of the EEC Consequentlyconcentrations of suspended solids would be sufficiently low so as not to adversely affecteither water quality within Blaxland Creek or the adjoining riparian vegetation
In light of the proposed surface water management controls referred to above neither theendangered ecological community nor Blaxland Creek riparian vegetation will be adverselyaffected by the proposed project
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GEOFF CUNNINGHAM DELLARA PTY LTDResponse to Point 1(e) Proposed Orchard Hills FacilityLampE Court Proceeding No 10928 of2010
GROUNDWATER IMPACTS
Reference to Aquatena Consulting (2010) confirms that the installation of clay linedemplacement cells (with leachate management) and the inherently low permeability of thesurrounding claylshales that groundwater beyond the Project Site will not be adverselyaffected by the project Consequently the adjoining endangered ecological community andthe Blaxland Creek riparian vegetation will not be adversely impacted upon by the project
REFERENCES
Aquaterra Consulting Pty Ltd [20101 - Cell Design and Groundwater Assessmentprepared on behalf of Dellara Pty Ltd (Part2 of the Specialist Consultant Studies
Compendium)
Doley [20061 - Airborne Particulates and Vegetation Review of Physical Interactions CleanAir and Environmental Quality a0 p)36-42
Farmer AM [1993] - The Effects of Dusts on Vegetation - a Review EnvironmentalPollution 7963-75
GHDGSS Environmental (2011) - Report on Additional Information prepared for DellaraPty Ltd v Minister for Planning and Anor - 19 l|4ay 20Il
GSS Environmental BMT WBM [2010] - Surface Water Assessment prepared on behalfof Dellara Pty Ltd (Part 3 of the Specialist Consultant Studies Compendium)
Kellero J and Lamprecht R [1995] - Road Dust as an Indicator for Air PollutionTransport and Deposition An Application of SPOT imagery Remote Sensing of theEnvironmenI54 I-I2
NPWS l99ll Urban Bushland Biodiversity Survey of Vyestern Sydney FloraAppendices 3 NSW National Parks and Wildlife Service Hurstville
PAE Holmes [2011] - Supplementary Air Quality Assessment - Modified Preferred Project
- Orchard Hills Waste amp Resource Management Facility prepared for Dellara Pty Ltd - 18
May 2011
Geoff Cunningham B ScAgr fHons] FAIAST
Managing Director and Principal Ecologist and Soil Scientist
Geoff Cunningham Natural Resource Consultants Pty Ltd
19th May 2011
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 6
Reconciliation of the Requirements of Schedule 7 of the Project Approval
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Page1of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND
OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
A Minimum design requirements for CampI Waste stockpile buildingstormwaterleachate systems The CampI Waste Stockpile building must include the following measures unless otherwise approved by the EPA
a Stormwater management measures
i The design of the CampI storage facility stormwater conveyance system must be for the 20 year ARI stormwater event and discharge to stormwater management system (SMS)
ii The sediment dams storage for the SMS is are to be designed for a 90th percentile 5 day rainfall event to ensure that stormwater and leachate are not mixed The conveyance system is to be designed for the 20 year ARI stormwater event
b Leachate management measures
i Washdown water from within the CampI Waste Stockpile building is to be separated from stormwater and managed as leachate
ii The SMS and the LMS must be completely separate around the border of the CampI waste stockpile building
iii The concrete floor must be designed to support the mass of CampI waste and to shed washdown water to the LMS The concrete floor must have a slope to facilitate flows of washdown water into the leachate management system (LMS)
Items A a and b have been addressed in the design of the CampI Waste Stockpile Building shown in the Appendices of the LEMP specifically Drawing Vaughan Construction SK010D ndash Design and Operation of the CampI Warehouse showing Material and vehicle movements Items A a and b have been addressed in the design of the CampI Waste Stockpile Building shown in the Appendices of the LEMP specifically Drawing Vaughan Construction SK010D ndash Design and Operation of the CampI Warehouse showing Material and vehicle movements
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Page2of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
B Minimum design requirements for Gas collection systems
a The lateral collection pipes of the gas collection system are to be located not more than 50m apart
b Chimney drains are to be no more than 200 metres apart and must comprise non calcareous granular material with a permeability greater than 1x10-3 msec
c Chimney drains will be installed on the side liner to facilitate gas venting and prevent perching of leachate
d The landfill gas management system should be designed in accordance with the Handbook for the design construction operation monitoring and maintenance of a passive landfill gas drainage and biofiltration system UNSW and GHD NSW DECCW March 2010 unless otherwise approved by the EPA
SeeAuditTask18ndashLandfillEnvironmentalManagementPlanspecificallysection410andAuditTask7ndashAirQualityandGreenhouseGasManagementPlanSeeSection25oftheLandfillEnvironmentalManagementPlan(LEMP)
C Minimum design requirements for Cell liners
a The clay basal liner within each cell must
i Extend up the side of the quarry wall for at least 2m to provide for capture of leachate and prevent leakage at the join of the HDPE side liner and the clay base liner
ii Achieve an infiltration rate equivalent to or less than 90cm of compacted clay with a maximum permeability of 1 x 10-9 msec
iii The extension of the clay liner up the side of the quarry wall
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
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Page3of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
shall be of equivalent thickness (when measured perpendicular to the liner surface) and permeability as the basal liner
iv Refer to additional conditions regarding cell 2 below
b A groundwater depressurisation system (as described in Appendices of the (Revised) Overview Report for the Further Modified Project Report (Ex Z in Appeal No 10928 of 2010) accompanying the Further Modified Preferred Project Report (Ex Z in Appeal No 10928 of 2010) must be installed between the landfill cell liner and the natural geology where the cells are below the ground level The design for the groundwater depressurisation system must be included in the design for the landfill cells and accompany the application for the EPL
c The HDPE side liner must
i Overlap with the basal clay liner (which must extend up the side wall for at least 2m)
ii Be placed against an appropriate geotextile cushion material against the side of the quarry wall
iii If in the opinion of a certified CQA assessor the HDPE will be damaged by the roughness of the inside wall surface then a composite clay-HDPE liner system must be placed against the entire quarry wall unless otherwise approved by the EPA
iv Have a minimum thickness of 15mm and conform to the relevant Australian Standards
d Geotextile must be placed on either side of the HDPE side liner
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
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Page4of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
e All cell construction works are to be assessed by the CQA assessor and certified as suitable before emplacement of waste begins
f All cells and sub cells must include an active leachate extraction or drainage system as per Section 284 of the FMPPR
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
D Minimum design requirements for Capping
a The capping design must be the modified cap design incorporating a geomembrane liner and drainage layer (as specified in Table 24 of the FMPPR) (note that the drainage layer is not optional)
b The drainage layer permeability must be greater than 1x10-3 msec The aggregate used in the drainage layer must not include crushed concrete
c The sealing clay layer must be a minimum of 600mm thick and have a permeability of not greater than 10 -8 msec
d The subsoil layer must be a minimum thickness of 750mm
e The bund walls on the north eastern and eastern boundaries of the site must be conditioned as part of the site development works and before any waste is placed on the site
f All barrier and drainage layers including geomembrane must be the
Seesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeplansinAppendicestoBundwallLandscapingandVMPandRehabilitationPlan
1 SiteEstablishmentndashRehabilitationandLandscapingPlanDrawingNoPL201709Adated10January2017
2 LandformandRehabilitationLandscapingPlanDrawingNoPL201710Adated10January2017
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Page5of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
subject of approval by the EPA
E Minimum design requirements for Cell 2 An additional groundwater depressurisation layer behind the HDPE side liner of Cell 2 must be installed if required to relieve groundwater pressure caused by the increase in depth
ThisrequirementisnotrelevantuntilplansforStage2(Cell2)aresubmittedfollowingthecompletionofStage1(Cell1)
F Landfill operational requirements
1 In addition to the leachate management system specifications indicated above the landfill operation must comply with the following requirements to ensure that leachate is minimised and that leachate is separated from stormwater throughout the operation of the Project unless otherwise approved by the EPA
a The active landfilling face must not exceed 420 m2 in plan area at any time
b The daily cover must be placed on the active landfill area to a minimum thickness of 150mm The area of landfilled waste with daily cover should not exceed 1ha
c The active cell must be covered with intermediate cover of clay rich soil to a minimum thickness of 300mm should it not be landfilled within 90 days of placement of daily cover
d The combined area of daily cover and intermediate cover should not exceed 3 ha at any one time excluding temporary batter slopes and any sub-cell that is undergoing final capping and revegetation unless otherwise approved by the EPA
SeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)
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Page6of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
e Batter slopes must be covered with intermediate cover where exposed for more than 90 days The final capping and revegetation works of any subcell should be completed within 3 months of all of the landfilled waste in that subcell reaching the approved final landform unless otherwise approved by the EPA
f The cell must be progressively capped with the final capping profile as per condition D(a-f) of Schedule 7
g The active landfilling faces must be bunded to prevent run-off and run-on of stormwaterleachate from the exposed waste
h Collect and extract stormwater runoff from daily and intermediate covered areas and discharge this water as stormwater subject to testing and compliance with the specifications in the EPL
i All leachate drainage and capping drainage material must achieve a permeability of greater than 1x10-3 msec and comprise non calcareous granular material
j The leachate head is to be monitored as part of the monitoring program
k The leachate head on the liner system should not exceed 300mm above the cell floor throughout the operation of the facility unless leachate is required to be stored in the landfill under extreme wet weather conditions
SeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)andSeeplansinAppendicestoBundwallLandscapingandVMPandRehabilitationPlan
SiteEstablishmentndashRehabilitationandLandscapingPlanDrawingNoPL201709Adated10January2017andLandformandRehabilitationLandscapingPlanDrawingNoPL201710Adated10January2017
SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)
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Page7of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
l If the leachate head exceeds 300mm additional leachate extraction measures are to be implemented immediately to reduce the leachate head to acceptable level
m The Leachate Management Plan must include contingency measures in the event of failure or severe storm event or excess leachate volumes greater than the modelled predictions or fugitive leachate emission
n During site establishment the material within the dam in the Cell 1 area is to be treated as follows
i Water is to be tested prior to pumping and appropriately disposed of
ii Sediment is to be tested classified and appropriately disposed of
iii Testing procedures are to be carried out in accordance with EPA procedures and for EPA analyte list
Seesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeeAuditTask20ndashStormwaterDewateringManagementPlanapprovedbytheEPA7March2017
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Page8of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
G Waste inspection procedures 1 Detailed waste screening procedures for all waste received at the site and all waste extracted from bund walls are to be prepared and implemented to ensure that all waste meets the classification of general solid (non-putrescible) or special waste for asbestos recovered from the on-site bunds The procedures must include
a Visual inspection of all received waste
b All staff members that monitor the site entrance shall be trained in the identification and classification of solid waste Vehicles with unacceptable loads of waste will be refused entry to the site
c Require documentation for all soils received from the site to confirm their origin
d Random sampling and testing of soils to confirm that they meet the classification of general solid (non-putrescible) waste
e Prominent signage at the entrance to the landfill defining acceptable wastes and directing users to contact the gateperson for information regarding disposal of other wastes
f Random daily inspection of vehicles entering the landfill All vehicles suspected of containing unacceptable waste will be refused permission to deposit waste until the waste is verified as being acceptable Staff shall require and collect appropriate evidence from the driver of the vehicle eg test certificate approvals etc as appropriate as verification that the waste is acceptable
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
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Page9of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
g Directing vehicles with unacceptable wastes to an appropriate disposal facility
h Random monitoring and inspection of wastes as they are discharged from vehicles at the waste disposal areas by site personnel All waste suspected of being unacceptable will be segregated and checked as to its acceptability eg by detailed inspection andor testing as deemed appropriate by site staff
i Monitoring of the deposited waste during spreading compaction and covering at the landfill or stockpiling at the site All waste suspected of being unacceptable will be segregated and checked to determine its acceptability eg by detailed inspection andor testing as deemed appropriate by site staff and
j Recording of all incidences of identification of unacceptable wastes in the sitersquos daily log The record will include
i Details of the waste eg type
ii Source of the waste eg vehicle identification driver identification and generator of the waste
iii Recommended waste management facility(s)
iv Result(s) of contacting the waste management facility and
v Date contacting the EPA
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
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Page10of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
k In the event that unacceptable waste is identified in an incoming vehicle the vehicle will be refused entry re-directed and details of the incident recorded as described above Site personnel will advise the driver of the vehicle of appropriate waste management facilities or to contact the EPA for advice on appropriate management of the unacceptable waste
l In the event that unacceptable waste is identified during deposition by a vehicle staff will immediately segregate and contain the waste away from the active landfilling area or recycling amp re-processing area Site personnel will record the details of the waste such as type the source and the vehicle and driver identification Site personnel will advise the driver of the vehicle that the waste is not acceptable and may load the waste back onto the vehicle where practical and safe to do so The vehicle will then be escorted from the landfill by Site personnel Site personnel will advise the driver of the vehicle to contact the EPA for advice on the appropriate management of the unacceptable waste
m In the event that unacceptable waste is identified during the spreading and compaction of deposited waste or stockpiling at the site site personnel will segregate and contain the waste away from the active waste disposal or recycling amp re-processing areas Site personnel will make all practical efforts to identify the source of the waste including
i Inspecting the waste for possible identification labels on containers and
ii Identifying the type of waste and consequently the possible
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
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Page11of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
sources
n Site personnel will contact the EPA to confirm appropriate management options and will document the final disposition of the unacceptable waste in accordance with the EPAs requirements
o In the case of asbestos and other waste contained in the bund walls a screening procedure must be developed based on information contained in the Preliminary In-Situ Waste Classification dated September 2009 to identify the procedures for ensuring all extracted waste from the bunds is appropriately classified and managed This procedure should be implemented before waste activities commence at the site
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
H Surface water and groundwater management
1 A minimum total of seven groundwater observation bores will be drilled around the perimeter of the facility as part of the site establishment works Bore construction will be in accordance with EPA requirements and sampling will be carried out in accordance with monitoring plan in the LEMP and in accordance with the EPL
2 Prior to commencement of waste emplacement the groundwater will be sampled and monitored for an EPA approved analyte list using the bores to establish background conditions in surface water and groundwater
3 Groundwater will be sampled and monitored throughout the operation of the facility and post closure for as long as deemed necessary by the EPA and at intervals specified by the EPA
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwells
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Page12of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
4 Stormwater runoff from intermediate cover areas (minimum 300mm thick) and bunded areas of the cell floor will be isolated from contact with the waste and will be collected and pumped from the landfill area and treated as stormwater in the stormwater management system
5 Surface water runoff and leachate must be kept separate at all times To ensure this occurs the applicant is to ensure the control and mitigation measures referred to in the surface water report of GSS are to be incorporated into the design and implemented during each stagephasecell of the development including but not limited to
a Construct sedimentation dams for sediment-laden runoff
b The surface water management system is to include measures to treat run off to where required to reach acceptable discharge under the EPL according to guidelines from Managing Urban Stormwater - Soils and Construction Manual (DECC 2004) and EPA requirements
c Re-use water from sedimentation dams for dust suppression and revegetation
d Water discharged from site via a licensed discharge point where its quality is monitored
e Temporary erosion and sediment control measures to be installed during construction
f Clean runoff is must be directed away from disturbed areas
AuditTask8ndashSoilWaterandLeachateManagementPlan
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Page13of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
g Maintenance of sediment control structures
h Contingency procedures for breaches and cross-contamination between stormwater and leachate
6 Only stormwater is to be reused onsite for dust suppression and revegetation with excess stormwater managed and treated where required for monitored licensed discharge
7 The Stormwater Soil Water and Leachate Management Plan must identify the location of licensed discharge points for stormwater and monitoring parameters and frequency of monitoring
8 The stormwater system must be designed in accordance with the Managing Urban Stormwater ndash Soils and Construction Manual (the ldquoBlue Bookrdquo) ndash DECC 2004
9 Monitoring requirements for surface water and groundwater (parameters and frequency) must be included in the Plan
AuditTask8ndashSoilWaterandLeachateManagementPlan
I Monitoring
1 All groundwater piezometers must be installed around the site as per Annexure 5 in Appendix 1 contained the Cell Design and Groundwater Assessment (Aquaterra 2010) These piezometers must be installed and appropriately sampled during site establishment and before any waste is received at the site to determine background groundwater characteristics (groundwater quality and groundwater flow conditions)
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwells
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Page14of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
2 The piezometers must be sampled during the detailed engineering design and site establishment phases to identify and confirm background groundwater characteristics and clarify the connectivity between groundwater and the creek
3 The operator must engage an independent party (or parties) to monitor the following during the life of the project in accordance with the LEMP and the EPL
a Groundwater levels and quality
b Leachate levels in cells and quality
c Leachate levels in dams and quality
d Surface water quality at offsite discharge point
e Cover and capping operations on waste cells
f Background groundwater characteristics and
g Clarify the connectivity between the groundwater and Blaxland Creek
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwellsInadditionseeAuditTask18‐LEMPsection493
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Page15of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
4 Leachate modelling must be validated through independent assessment and monitoring of leachate flows levels and volumes in leachate storage ponds
5 If validation assessment of the leachate model indicates excess leachate storage is required then potential contingency arrangements must be developed and implemented to the satisfaction of the EPA If directed by the EPA further waste receipt must be suspended until the EPA is satisfied with the arrangements
6 Results of leachate validation assessment compared to the model provisions must be provided to the EPA upon request
GroundwaterMonitoringPlanisincludedinAuditTask8ndashSoilWaterandLeachateManagementPlan
J Construction Quality Assurance Plan
1 A Construction Quality Assurance Plan (CQA) must be prepared and implemented for the entire site including development works cell construction stormwater and leachate management measures capping and post closure rehabilitation
2 The CQA plan must include provisions for the following in accordance with the POEO Act
a Sources of construction material
b Testing of construction materials
c Inspection and testing procedures for constructed cell liners (basal and side)
SeeAuditTask22ndashConstructionAssuranceQualityPlan
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Page16of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
d Construction methodology for compacting clays including number of lifts and moisture conditioning for each cell
e Inspection and testing procedures for HDPE and geomembrane liners
f Rectification of non conforming components
g Certification sign off by suitably qualified assessor on the completion of each of the specified works
h An independent certification report must be prepared to confirm that each of the specified works were completed as required and in accordance with the CQA plan and any EPL conditions This report is to be submitted to the EPA at the completion of each of the specified works
i The CQA plan must be included in the LEMP
j Contingency measures in the event of failure or sever storm event or fugitive leachate emission and
k Leachate modelling for the Project must be provided to confirm the efficacyadequacy of the proposed final leachate management and surface water management design and incorporated into the SWLMP
SeeAuditTask22ndashConstructionAssuranceQualityPlan
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Page17of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
K Minimum Design Requirements for Rehabilitation and Post Closure Management
1 The cap design must include a drainage layer
2 Appropriate vegetation must be properly established on site and cap
3 Erosion must be controlled and managed
4 Surface water runoff must meet discharge water quality requirements as specified in the surface water assessment dated February 2010 prepared by GSS Environmental and the EPL
5 Surface water and testing must be incorporated into the monitoring plan of management
6 The final landform height and profile is not to exceed the height and shape specified in Figure 220 of the FMPPR
SeeAuditTasks12and15ndashBundwallLandscapingandVegetationManagementPlanandRehabilitationPlanThisPlanacknowledgesthecappinglayerspecifiedintheFMPPRHoweverStage1ofoperations(uptothecompletionoftheexcavationofcell1isnotlikelytoinvolvetheconstructionoffinalcappingInterimfinalcappingwillbeusedalongwithstaticloadingwithmaterialstockpilestominimizethepotentialforsettlementSeeAuditTask8ndashSoilWaterandLeachateManagementPlanandAuditTask18LEMPAuditTask8ndashSoilWaterandLeachateManagementPlanandAuditTask18LEMPDetailshavebeenincorporatedinAuditTask1ndashDetailedEngineeringPlans
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Page18of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
7 In order to ensure there is no need to increase the height of the landform any settlement areas that may result in ponding of surface water will need to be backfilled and this process will continue until the EPA determines that the facility is stable and does not represent a risk to human health or the environment The following actions must be undertaken
a Regular maintenance of slopes through backfilling and revegetation of settled areas to prevent ponding of water and facilitate runoff and
b All backfilling activities are to be undertaken with subsoil of the same composition as proposed subsoil (on site clays) referred to the in the cap profile
8 Regular inspection and reporting by an independent suitably qualified assessor on an annual basis to assess the integrity of the cap the grade and the existence of differential settlement areas where ponding could occur
9 All reports identified above are to be provided to the EPA and relevant certifying bodies within four weeks of the inspection date Reports are also to be made publicly
10 Monitoring is to continue until the EPA determines the facility is stable and no longer represents a risk to human health or the environment
SeeAuditTasks12and15ndashBundwallLandscapingandVegetationManagementPlanandRehabilitationPlanThisPlanacknowledgesthecappinglayerspecifiedintheFMPPRHoweverStage1ofoperations(uptothecompletionoftheexcavationofcell1isnotlikelytoinvolvetheconstructionoffinalcappingInterimfinalcappingwillbeusedalongwithstaticloadingwithmaterialstockpilestominimizethepotentialforsettlement
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 7
Response from Agencies
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From Irene ZingerTo davidwhitepatonslanecomauCc John GaleaSubject OUT1710124-DPI Water response - PLRRC Bund Wall Landscaping and Vegetation Management Plan and
RehabilitationDate Monday 6 March 2017 90041 PMAttachments OUT17_10124 DPI Water response - PLRRC Bund Wall Landscaping and Vegetation Management Plan and
Rehabilitationpdf
Hi David
Please fiend enclosed DPI Waters comments
For further information please contact John Galea Water Regulation Officer ParramattaOfficer telephone 8838 7520 or email johngaleadpinswgovau
Best regardsIrene
Irene Zinger | ARegional Manager - MetroWater Regulation OperationsNSW Department of Primary Industries - WaterLevel 11 10 Valentine Avenue | Parramatta NSW 2150PO Box 3720 | Parramatta NSW 2124T 02 9842 8513 M 0419 406416 F 02 9895 7501E irenezingerdpinswgovauW wwwdpinswgovau wwwindustrynswgovau
This message is intended for the addressee named and may contain confidential information If you are not the intended recipientplease delete it and notify the sender Views expressed in this message are those of the individual sender and are not necessarilythe views of their organisation
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 5 Patons Lane Resource Recovery Centre Orchard Hills
10 INTRODUCTION AND EXECUTIVE SUMMARY Rodney Cox of Huon Designs has been engaged by SRC Properties Pty Ltd (SRC) to provide a Bund Wall Landscaping and Vegetation Management Plan (BWLampVMP) and a Rehabilitation Plan for the proposed Resource Recovery Centre at Patons Lane Orchard Hills 11 Purpose of Plans The specific purpose of the attached plans and report is to address and fulfill the Project Approval Consent Conditions of MP09 0074 as outlined in Tables 1A and 1B below which also identify where each of the consent conditions is addressed in this Plan The two plans have been combined for ease of reference given the overlap of issues and documents relating to the two respective plans The BWLampVMP and Rehabilitation Plan (the ldquoPlanrdquo) comprises three documents including this report Site Establishment ndash Rehabilitation and Landscaping Plan Drawing No PL201709A dated 10 January 2017 and Landform and RehabilitationLandscaping Plan Drawing No PL 201710A dated 10 January 2017 (Appendices 1 amp 2 respectively) These plans and report acknowledge incorporate and further develop the following relevant approved plans and reports in the project approval Further Modified Preferred Project Report (FMPPR) Schematic Landscape Plans and Schedules as prepared by Richard Lamb and
Associates Flora Assessment dated September 2009 prepared by Geoff Cunningham and
Response to Point 1(e) Short Minutes of Order 12 May 2011 Fauna Assessment dated September 2009 prepared by Aquila Ecological Surveys
12 Overview
Located in Orchard Hills NSW Patons Lane Resource Recovery Centre (lsquothe sitersquo) is a
resource management facility within the former Erskine Park Quarry owned by SRC
Properties Pty Ltd (the PrincipalProponent) approved for the landfilling of commercial
and industrial (CampI) and construction and demolition (CampD) waste types (which are
classified as general solid (non-putrescible) waste) Project Approval MP09_0074 was
granted in August 2012
The objectives of the Orchard Hills Waste and Resource Management Facility are to provide
a facility to assist the NSW Government to meet the recycling targets for CampI and CampD
waste to recover a high proportion of clayshale resources for the brick and construction
industry to receive and emplace wastes and residuals from the on-site recycling and to
progressively rehabilitate a disused quarry to re-instate the agriculturally productive land
consistent with the surrounding lands
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 6 Patons Lane Resource Recovery Centre Orchard Hills
13 Management Plan Framework
The Project Approval requires that this Plan and other plans of management be approved by
the Department of Planning and Environment (DPampE) prior to the commencement of the Site
Establishment works and activities (ie construction works) Additionally verification of
these Plans and other documentation is required via the Pre-Site Establishment Audit process
prior to the commencement of any Site Establishment works These Plans have been
developed to acquit these requirements and once approved by DPampE are required to be
attached to the Landfill Environmental Management Plan (LEMP) which will provide the
overarching environmental management framework for the project Once completed and
verified by the Pre-Site Establishment Audit the Proponent can proceed to commence the Site
Establishment works These requirements are set out schematically in Figures 1 and 2
Additional Plans are required to be approved and verified via a separate Pre-Operational
Compliance Audit which must be completed prior to the commencement of operations (ie
the receipt of any waste materials)
Given the long term nature of the project (25 years) approval was obtained from DPampE
pursuant to Condition 32 of Schedule 3 of the Project Approval to submit all but two Plans in
stages with Stage 1 defined as being works and activities up to the completion of the
extraction of Cell 1 which is estimated to take 5 ndash 7 years These Stage 1 Plans will need to
be updated prior to undertaking subsequent Stages 2 and 3
The other two plans required to be submitted prior to the commencement of Site
Establishment works have been prepared to cover Site Establishment works including the
construction of the Recycling and Re-processing Area which are expected to take 18 months
to complete The scope of the Site Establishment works Construction of the RRA and Stage
1 works and activities are set out in further detail below
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 7 Patons Lane Resource Recovery Centre Orchard Hills
Figure 2
Additional Plans required to be incorporated in the LEMP
ConstructionTrafficManagementPlanandBridgeInvestigation
SiteEstablishmentNoiseManagementPlan(SENMP)
Landfill Environmental Management Plan
Plans to be incorporated in the LEMP QuarryOperationManagementPlan DetailedEngineeringPlans AsbestosandContaminationManagementPlan AirQualityandGreenhouseGasManagementPlan SoilWaterandLeachateManagementPlan FireandEmergencyManagementPlan RehabilitationPlan LandfillEnvironmentalManagementPlan
ConstructionQualityAssurancePlan BundWallLandscapingandVegetationManagement
PlanandRehabilationPlan
Plans Covering Stage 1 of the Project ndash (construction works and operation for 5-7
years)
Plans Covering Site Establishment works and construction of the RRA (ie construction works only ndash no operations ndash first 18 months of the
j )
Management Plan Approval Process
Proponent Consultation with Agencies in development of Plans
Submission of Plans to DPampE
DPampE Approval of Plan
Inclusion of Plans in Audit Documentation Pre-Site Establishment Audit Completed
Lodgement of Audit with DPampE Site Establishment works can commence
Figure 1
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 8 Patons Lane Resource Recovery Centre Orchard Hills
14 Statement of Aims and Objectives
The aim of the Plan is to provide the technical detail required for SRC Properties Pty Ltd to protect conserve and enhance the native plant communities in the area The life of the project is estimated at 25 years and at the end of its operation and restoration it will be returned to pasture land and native bushland as intended in the FMPPR In keeping with the intent of the FMPPR the aim is to restore and maintain any disturbed areas This will minimize the impact of the proposed development on the sitersquos surrounding natural ecosystem and the adjacent land uses The aim of the plan is to ensure the development has positive impacts on the visual amenity of the area and the health of the vegetation communities within the area now and into the future The objectives of this plan are to identify the abiotic and biotic factors relating to the site in order to discuss the management strategies required to satisfy the Project Approval Consent Conditions satisfy the aims identified above with reference to managing existing and new native
vegetation areas weed and erosion threats final land use and visual aesthetic amenity provide a framework to implement maintain and monitor the rehabilitation of the site
There are two key vegetation communities associated with this site They are the Cumberland Plain Woodland (CPW) and the River Flat Eucalyptus Forest (RFEF) The Cumberland Plain Woodland is primarily located in Commonwealth Defence Department land to the west south west and south of the site It is an Endangered Ecological Community (EEC) and remnant species still exist on site They occur where the land has been undisturbed by previous quarry operations along the property boundaries and in the vicinity of Blaxland Creek The River Flat Eucalyptus Forest is also an Endangered Ecological Community and occurs in the northwest corner of the site It is the vegetation community associated with the riparian zone of Blaxland Creek
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 9 Patons Lane Resource Recovery Centre Orchard Hills
15 Scope of Site Works and Activities Included in Stage 1
The Department of Planning and Environment approved the lodgement of all but two
management plans on a staged basis Stage 1 is defined as being up to the completion of
excavation of Cell 1 which includes all Site Establishment works and Cells 1A 1B and 1C
Management plans will be updated in future prior to additional works being commenced
(such as Cells 2 and 3) which constitute stages 2 and 3
Stage 1 works and activities are made up of the following components
Site Establishment works and activities
Construction of the Recycling and Reprocessing Area (RRA)
Operation of the Landfill and the RRA and cell construction up to the completion of
the excavation of Cell 1 (made up of Cells 1A 1B and 1C)
Stage 1 is expected to take 5-7 years to complete It is confirmed that Plans for Stage 1 have
been prepared based on the impacts of the above activities being carried out on a full
operational level ie up to the maximum permitted tonnages and vehicle movements as
permitted by the Project Approval which are summarised below
Hours of Construction Monday to Friday 7am to 6pm and Saturday 8am to 2pm General Operating Parameters
Total input up to 450000 tonnes per annum (tpa)
Waste recycled up to 350000 tpa
Waste landfilled up to 205000 tpa
Heavy Vehicles up to 250 heavy vehicle movements per day
Maximum resource export rate 160000 tpa
Maximum stockpile height RL 54 m AHD
Construction 10 ndash 15 people
Operation 20 people full time plus up to 10 part-time contractors
Hours of Operation
MondaytoFriday7amto6pmand
Saturday8amto2pm
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 10 Patons Lane Resource Recovery Centre Orchard Hills
16 Scope of Site Works and Activities Included in Site Establishment and Construction of the Recycling and Reprocessing Area
These construction activities are expected to 18 months to complete and will be carried out
within the following parameters
Hours of Construction
Monday to Friday 7am to 6pm and Saturday 8am to 2pm
Personnel
Construction 10 ndash 15 people
17 Scope of Site Works and Activities Included in Site Establishment
The site establishment works and activities are as follows
Constructionshaping of the northern face and much of the eastern face to their
final rehabilitated landform and landscaping of those faces
Construction of the northern face will be achieved through the following
Reshaping the existing northeastern and northwestern bund walls by reducing
its height in some areas raising its height in other areas to create an even
northern face with a maximum elevation of 53 m AHD and a more gentle
northerly slope than currently exists The new northern face and acoustic mound
will provide acoustic protection for the earthmoving and landfilling
equipmentvehicles operating within Cells 1 and 2 The acoustic mound will be
removed at the conclusion of capping in Cell 2 when it is no longer needed for
acoustic protection
Areas to the north of the acoustic mound will be regraded to their final
rehabilitated landform with slopes of approximately 5 Final landscaping of
these areas will occur during site establishment
Partial rehabilitation of the existing southern and southwestern bund walls through the
reduction in the elevation to an approximate elevation of between 57 m AHD and 58
m AHD such that they will not be visible from any residence within The Vines
Estate Once re-shaped the surface and adjoining batter slopes will be revegetated
Upgrading and sealing of Patons Lane and upgrading the entrance to the site
(from Patons Lane) together with the refurbishment of the existing dual
weighbridge and associated office
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 11 Patons Lane Resource Recovery Centre Orchard Hills
Site preparatory works within the recycling and re-processing area to create the required landform and
create a suitable pad for the materials recycling facility warehouse and mobile recycling equipment
Construction and commissioning of the on-site wheel wash facility
Upgrading and sealing the internal road network beyond the proposed wheel wash facility to the
exit point from the recycling and re-processing area
Building and construction works and infrastructure works as shown in Figure 3 below
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 12 Patons Lane Resource Recovery Centre Orchard Hills
Figure 3 ndash Site Establishment
Source ndash Figure 26 Further Modified Project Report
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 13 Patons Lane Resource Recovery Centre Orchard Hills
These works and activities will be undertaken generally in the order set out below
(and referenced on Figure 3) noting that the scheduling of specific works will be
dependent on factors such as weather commercial factors including contractor
availability specific logistical requirements and many other issues and will vary
accordingly In addition many of the works and activities will need to be undertaken
simultaneously
1 Construct Surface Water Controls (integrate dams as required) 2 Excavation of stockpiled ClayShale and Construct Northern face (external and
Internal slopes)
3 Regrading shaping areas north of the Northern Face
4 Dewatering of quarry void 5 Landscaping Northern Face
6 Construct Track for Transgrid Access 7 Construct Raw Material Stockpiles 8 Excavate Recycling and Re-processing Area to 48m AHD to 49m AHD Extraction of
clay to form required landform 9 Clay Shale Extraction in Cell 1A then 1B and 1C 10 Install Leachate Riser and Drainage Layer in Cell 1A and then 1B 11 Construct Initial Leachate Evaporation Pond 12 Construction of Recycling and Re-processing Area infrastructure (see Figure 2
overleaf for details) 13 Maintain Height of the Eastern Face of 57m to 58m AHD (outer slope reduced
for landscaping)
14 Construct re-establish Dam 3 (3AampB)
15 Construct re-establish Dam 4 (4A) 16 Construct re-establish Dam 5(5A)
17 Construct Dam 6
18 Establish Contingency Stockpile Area
19 Upgrade Internal Road Network [sealed]
20 Upgrade Internal Road Network [unsealed]
21 Construct Wheel Wash Facility
22 Upgrade Site Entrance
23 Upgrade Existing Weighbridges
24 Upgrade Existing Weighbridge Office
25 Construct Car Park
26 Construct Office
27 Reduction in Height from Southwestern Face 28 Establish Workshop Area 29 Construct Acoustic Mound
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 14 Patons Lane Resource Recovery Centre Orchard Hills
18 Scope of Site Works and Activities Included in the Construction of the Recycling and Re-processing Area (RRA)
The management plans have been based on the impacts of the construction of the entire RRA The layout of the RRA is set out below at Figure 4 These items are largely buildings and structures that will be subject to Construction Certificates BCA regulations and Occupation Certificates certified by an approved certifying authority Figure 4
Source ‐ Figure 28 from Further Modified Project Report
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 15 Patons Lane Resource Recovery Centre Orchard Hills
The infrastructure permitted to be constructed as part of the in the Approved Development in the RRA will be undertaken generally in the order set out below (and referenced on Figure 4) noting that the scheduling of specific works will be dependent on factors such as weather commercial factors including contractor availability specific logical requirements and many other issues and will vary accordingly In addition many of the works and activities will need to be undertaken simultaneously
1 Drainage works 2 CampI Storage and Reprocessing Building
3 Product Bays
4 Delivery Area - concrete apron
5 Small Dam
6 Road network
7 External CampD waste stockpile area 8 External CampD Waste processing area
9 Recycling facility Warehouse 10 Large Items Shed 11 Office
19 Scope of Site Works and Activities Included in the Operation of the Landfill and
Recycling and Reprocessing Area and cell construction up to the completion of the excavation of Cell 1
These works and activities are included in Stage 1 and will be undertaken following the
completion of the Site Establishment works (subject to confirmation via Pre Operation
Compliance Audit) and once the Recycling and Reprocessing Area is constructed (subject
to an occupation certificate) and is operational
The specific works and activities are the
Emplacement of wastes into Cell 1A Construction of Cell 1B and 1C including the selective extractive operations to
extract the clay shale resource and related stockpiling activities Receipt and processing of wastes in the RRA with residuals being emplaced in Cell
1A and 1B
Figure 5 overleaf shows the general arrangement of Cell 1
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 16 Patons Lane Resource Recovery Centre Orchard Hills
Figure 5 ndash Cell 1 General Layout
Source ndash Drawing GHD 21-25736-C003
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 17 Patons Lane Resource Recovery Centre Orchard Hills
110 Project Approval and Consent Conditions Table 1 below details the specific Project Approval Consent Conditions and where they have been addressed It is the intention that this proposed plan will surpass the requirements of the approval in terms of positive environmental outcomes Table 1A Project Approval and Consent Conditions BWLampVMP
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440 BUND WALL LANDSCAPING AND VEGETATION MANAGEMENT PLAN (BWLampVMP) The Proponent shall prepare and implement a Bund Wall Landscaping and Vegetation Management Plan to achieve the final landform and landscaping in Figure 222 of the Further Modified Preferred Project Report (Ex Z in Appeal No 10928 of 2010) This plan must
It is noted that the DPampE provided approval to submit plans on a staged basis on 1 June 2016 An error was made in not including the BWLampVMP in this request A request was made to submit this plan on staged basis as permitted with the other plans as approved by DPampE on 12 November 2016 The DPampE approved the submission of the BWLampVMP on a staged basis on 12 December 2016 This correspondence is provided as Attachment 1 Accordingly this plan is being prepared on a staged basis as per the other plans ie it deals with Stage 1 which is the completion of Site Establishment Works and the completion of the excavation of Cell 1
440a be prepared in consultation with OEH EPA and NOW by a suitably qualified and experienced expert(s)
Huon Designs have been approved by the DPampE as suitably qualified experts in correspondence dated 31 August 2015 (see Attachment 2) This Plan has been forwarded to the following authorities for consultation NOW (this is the former New South Wales Office of Water ndash this Department is now known as DPI Water) The contact is waterreferralsdpinswgovau Attention John Galea EPA ndash Contact Kathy Falconer kathyfalconerepanswgovau wasteoperationsepanswgovau Office of Environment and Heritage (OEH) Note ndash Kathy Falconer is also the contact for consultation with OEH Penrith City Council ndash Contact Peter Wood Manager Assessments
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 18 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
PeterWoodpenrithcity Robert Craig Principal Planner RobertCraigpenrithcity Carlie Fulton Senior Environmental Health Officer carliefultonpenrithcity Note the project approval did not require the proponent to consult with PCC re the BWLampVMP However the proponent is required to consult with PCC re the Rehabilitation Plan so the Plan is being forwarded to PCC The agency comments (which were favourable) from PCC and DPI Water are attached as Appendix 7 Note EPA and OEH advised that they had no comments
440b be approved by the Director-General prior to the commencement of site establishment
This Plan has been submitted to DPampE following consultation with DPI Water EPA OEH and PCC
440c specify the staging milestones for implementation of landscaping works
This Plan is prepared for Stage 1 which is defined in Section 1 This staging is shown on Plans ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and ldquoLandform and RehabilitationLandscaping Planrdquo Drawing No PL 201710A dated 10 January 2017 attached to this report Staging Milestones for the Plans are based on the Stage 1 approved by DPampE
1 Site Establishment Works 2 Excavation and partial restoration of Cell
1 The works in this Plan cover the staging shown in the FMPPR Table 25 Indicative Emplacement and Cell Rehabilitation Staging up to year 5 (approximately) ie the completion of the staging of Cell 1 This is represented in Figure 210a Stage 0 Operations and Figure 221 Rehabilitation Following Site Establishment
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 19 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440d detail specifications for the approved removal reshaping andor landscaping of the bund walls
See Section 30 Site Managementin particular Section 37 Site Establishment ndash Rehabilitation and Landscaping Plan The detailed specifications implemented for the approved removal reshaping andor landscaping of the bund walls have been developed in accordance with the project approval based on the following high level project approval documents The FMPPR provides the requirements for the bund wall works as follows 1 Page 53 paragraph 4 2 Section 29 Existing Bund Wall
Managementrdquo also commencing on page 53 3 Section 23 Site Establishment page 16 4 Section 215 Rehabilitation 5 Figure 221 Figure 222and Attachment A in
Appendix 3 of the Modified Preferred Project Report (MPPR) Schematic Landscape Plans and Schedules
6 The resultant detailed specifications for the approved removal reshaping and design of the bund walls as required in the FMPPR and Site Establishment works are set out in Attachment 3 ndash GHD Plans and Cross Sections The landscape treatment of these bunds shown in the plans is set out in Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and in Section 30 and in particular Section 37 of this report
440e
specify riparian zone management within 50m of Blaxland Creek (measured from the top of the bank)
See Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and Section 30 of this report In particular Sections 31 Zone 1 Conserve areas of moderate resilience ndash Riparian Zone and Section 37 Riparian Zone management has been extended in places up to 100m in this plan The riparian zone is now defined as being 40m (measured from the top of the bank) pursuant to the Guidelines issued by DPI Office of Water (formerly NOW) in 2012
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 20 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440e (cont)
ldquoOn 1 July 2012 new rules commenced regarding controlled activities within riparian corridors The new rules amend the riparian corridor widths that apply to watercourses providing more flexibility in how riparian corridors can be used and making it easier for applicants to determine the Office of Water controlled activity approval requirementsrdquo These guidelines and related DPI Water documents have been followed in the formulation of this plan and the controlled activity approval application to be submitted to DPI Water for works carried out within the riparian zone DPI Water guidelines and policies are appended to this report as Attachment along with a survey defining the riparian zone
440f include measures to minimise native vegetation loss and additional tree planting to offset this loss
See Section 30 Site Management of this report In particular Sections 31 32 and 33 and Huon Design Plans ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and ldquoLandform and RehabilitationLandscaping Planrdquo Drawing No PL 201710A dated 10 January 2017 attached to this report
440g include a landscape plan identifying locations of planting and identifying species to be planted
See Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and Section 30 In particular Section 37 of this report
440h specify the use of only indigenous species propagated from local provenance seed
See Table 5 Revegetation Species List of this report
440i specify the measures which shall be undertaken to protect the EECs on adjacent lands (particularly to the southern and western boundaries of the site) in particular measures to
See Section 30 of this report In particular Section 37 Consultants have previously provided information on the impacts of dust surface water and groundwater upon the vegetation within the riparian zone and EEC within the conservation zone both on and off the Project Site See Attachment 5 (Consent Condition Schedule 6 Condition 5c This information has been used to assist developing strategies which are included
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 21 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
i) stabilize exposed soils ii) control of invasive weeds to prevent weeds from migrating to the EECs iii) prevent dust from impacting on the EECs iv) control sediment stormwater and surface run-off from impacting on the EECs v) prevent leachate from entering into the groundwater or migrating off-site and vi) include all of the above measures in corresponding management plans
in this plan protect the EECs on adjacent lands These issues are dealt with in section 30 of this Report and Section 40 Maintenance Monitoring and Key Performance Indicators of this Report See Section 30 of this report In particular Section 34 Erosion Strategy In addition see Soil Water and Leachate Management Plan - Audit Task 8 See Section 3 in particular Sections 31 32 33 and 36 Weed Management See Section 39 ndash Dust Management strategies In addition other dust management strategies relating to site operations not related to rehabilitation are set out in Audit Task 7 - Air Quality and Greenhouse Gas Management plan (AQampGGM Plan) and summarised in this Plan See and Section 34 andSoil Water and Leachate Management Plan Audit Task 8 and Landfill Environment Management Plan - Audit Task 18 See Section 34 which focuses on surface water control to keep surface water out of the leachate systems See specific reference in the Water and Leachate Management Plan Audit Task 8 and Landfill Environment Management Plan - Audit Task 18
440j identify protection measures for the vegetation and controls for each phase of the development
See Section 35 Fencing Strategy and Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
440k specify details of maintenance actions to ensure the vegetation is maintained at all times including
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 22 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
during the operations and for the post-closure period stipulated by the OEH and EPA
Note that post closure issues are not relevant for this Plan as it only required to deal with Stage 1 up to the end of the excavation of Cell 1
440l specify details of a monitoring and compliance program
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
440m require an annual review for inclusion in the Annual Environmental Management Review that reports on the performance of the landscaping and vegetation management including further recommendations to ensure the successful establishment of vegetation
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 23 Patons Lane Resource Recovery Centre Orchard Hills
Table 1B Project Approval and Consent Conditions Rehabilitation Plan
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
446 REHABILITATION PLAN The Proponent shall prepare and implement a Rehabilitation Plan to achieve the final landform and landscaping in Figure 222 of the Further Modified Preferred project Report (Exhibit in Appeal No 10928 of 2010) This plan must
It is noted that the DPampE provided approval to submit plans including this Rehabilitation Plan on a staged basis on 1 June 2016 This correspondence is provided as Attachment 1 This plan is being prepared on a staged basis as per the other plans ie it deals with Stage 1 ie the completion of Site Establishment Works and the completion of the excavation of Cell 1 Accordingly the works in this Plan cover the staging shown in Table 25 Indicative Emplacement and Cell Rehabilitation Staging up to year 5 (approximately) ie the completion of the staging of Cell 1 This is represented in Figure 210a Stage 0 Operations and Figure 221 Rehabilitation Following Site Establishment
446a be prepared by a suitably qualified expert whose appointment has been approved by the Director-General
Huon Designs have been approved by the DPampE as suitably qualified experts in correspondence dated 31 August 2015 (see Attachment 2)
446b be prepared in consultation with EPA NOW and Council
This Plan has been forwarded to the following authorities for consultation NOW (this is the former New South Wales Office of Water ndash this Department is now known as DPI Water) The contact is waterreferralsdpinswgovau Attention John Galea EPA ndash Contact Kathy Falconer kathyfalconerepanswgovau wasteoperationsepanswgovau Office of Environment and Heritage (OEH) Note ndash Kathy Falconer is also the contact for consultation with OEH Penrith City Council ndash Contact Peter Wood Manager Assessments PeterWoodpenrithcity
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 24 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
Robert Craig Principal Planner RobertCraigpenrithcity Carlie Fulton Senior Environmental Health Officer carliefultonpenrithcity The agency comments (which were favourable) from PCC and DPI Water are attached as Appendix 7 Note EPA and OEH advised that they had no comments
446c be submitted to and approved by the Director-General prior to commencement of the site establishment works
The Plan has been submitted to DPampE following results of consultation
446d define the objectives and criteria for rehabilitation and closure
See Sections 10 and 40 of this Report
446e comply with the minimum design specifications and operationalpost closure requirements in Schedule 7 unless specified by the EPA
Satisfied as detailed in Sections 10 38 and 40 of this Report In addition Schedule 7 of the project approval is attached to this report with details of where these requirements are addressed in various reports
446f identify the works required and the progressive timing to complete the rehabilitation of each part of the Project
See Section 30 of this report and Section 50 lsquoRestoration Works Programrdquo of this Report
446g investigate options for the removal of Dam 2 outside the riparian corridor as of the final landform once the operational purpose of the dam is complete
Not applicable in Stage 1 of the Plan
446h investigate options for the future use of the site
Not applicable in Stage 1 of the Plan
446i include provisions to monitor and manage settlement impacts during and after the operations
Not applicable in Stage 1 of the Plan except as interim preloading waste emplacement with stockpiles of quarried materials to minimize future settlement impacts See Section 40 of this report
446j describe the measures that would be implemented to achieve the specified objectives and criteria for the rehabilitation and closure
See Section 30 and Section 40 of this Report
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 25 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
446k calculate the cost of implementing these measures
See Section 60 ldquoRestoration Works Budgetrdquo of this Report
446l describe how the performance of these measures would be monitored over time
See Section 40 of this Report
446m address the issue of settlement post-closure and provide designs and ongoing maintenance procedures such as backfilling to maintain slope drainage and prevent ponding
See Section 40 of this Report and notes above in reference to 446i
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 26 Patons Lane Resource Recovery Centre Orchard Hills
20 SITE DESCRIPTION 21 Location and Ownership Patons Lane Resource Recovery Centre Lot 40 DP 738126 occupies an area of 60 hectares located at the end of Patons Lane Orchard Hills in the Local Government area of Penrith City Council The site is owned by SRC Properties Pty Ltd and is bordered to the west and south by bush land owned by the Commonwealth Defence Department and by private farming land to the north and east 22 Abiotic Factors 221 Climate The climate in the suburb of Orchard Hills has the historic recording associated with the western parts of the Sydney Basin and nearby Penrith The hottest days have been recorded in summer where temperatures can reach as high as 43 degrees celcius Winter temperatures can range from below freezing with occasional frosts to an average of 17 degrees celcius Rainfall averages about 800mm per annum but is often variable with the highest rainfall generally occurring in the late springsummer months 222 Geology and Soils The geology and soils of the Orchard Hills area is part of the Hawkesbury River flood plain and is typified by Wianamatta Shale soils This has resulted in relatively rich natural soils and abundance of underlying shale The valuable light-firing shale was the resource exploited in the previous quarry operations and is to be further utilized in the ongoing operations of the site The soil is dispersive and relatively erosive Large amounts of various fill materials have been imported onto the site and this will be reused in the operation of the landfill as cover material and capping material 223 Topography and Aspect The property has a predominantly neutral aspect as it has been almost totally impacted by previous quarry operations including the construction of surrounding bund walls The surrounding topography however is generally flat undulating with a slight southerly aspect Once complete the final landform will be a low hill with grades of 2-10 224 Catchment and Drainage The property is part of the Blaxland Creek Catchment that ultimately drains into the Hawkesbury-Nepean Catchment Very little of the current site drains off the property as it is contained by the surrounding bund walls and collected in existing dams The north and west perimeter of the site drains into Blaxland Creek The south and east drain into the depression running east alongside Patons Lane 225 Erosion Erosion is present in previously disturbed areas and is primarily occurring inside the existing bund walls where runoff is then directed into internal dams and ponds The surrounding bund walls are generally stable and well vegetated Blaxland Creek has some erosion along its banks more due to flash floods from upstream than any impacts created on the site
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 27 Patons Lane Resource Recovery Centre Orchard Hills
226 Acoustics and Scenic Amenity The site is currently dormant and has no activities that would impact on the acoustic or scenic amenity of the area A few cattle kangaroos and feral animals graze on the site Only the visual impact of the bund walls is significant due to their relative height uniformity and lack of bush land vegetation 23 Biotic Factors 231 Flora The site and surrounding area contains two (2) plant communities as listed in the Introduction and Executive Summary The two key vegetation communities associated with this site are the Cumberland Plain Woodland and the River Flat Eucalyptus Forest The remainder of the site is bare exposed soil or covered with pasture grasses and a range of perennial and herbaceous weeds The Cumberland Plain Woodland is primarily located in Defence Department land to the west southwest and south of the site It is an Endangered Ecological Community (EEC) and remnant species still exist on site or have germinated here It occurs where the land has been undisturbed by previous quarry operations and in the vicinity of Blaxland Creek The River Flat Eucalyptus Forest is also an Endangered Ecological Community and occurs in the northwest corner of the site It is the vegetation community that makes up the riparian zone of Blaxland Creek Plant species list and those suitable for revegetation are to be sourced from these communities and are listed in Table 5 The list is also a compilation of those prepared by Richard Lamb and Associates (Schematic Landscape Plans and Schedules) and Geoff Cunningham (Flora Assessment Report September 2009 and Response to Point 1(e) Short Minutes of Order 12 May 2011) According to the Flora Assessment there are no records of threatened plant species on the site or in the vicinity and this was confirmed by field surveys undertaken by Geoff Cunningham and Huon Designs 232 Fauna The native fauna populations on the site would be in line with fauna studies undertaken and included in the Fauna Assessment prepared by Aquila Ecological Surveys September 2009 The adjacent Defence Department land is well fenced as is the farming land The only sizeable access onto the site is via the opening to the southeast corner of the site at the end of Patons Lane The site itself does not currently provide significant habitat other than pondsdams and pasture grasslands Despite the high level of disturbance on the site native fauna would still be frequenting much of the site to forage drink and take advantage of isolated trees and vegetation Sightings of wallabies reptiles and a variety of birdlife have been reported anecdotally It should be anticipated that pest species would also frequent the site due to surrounding land uses and reported populations This would include foxes rabbits and feral cats and dogs Once the perimeter security fencing is complete there will be limited access or through movement of larger species They will only be able to enter and leave if they capitalize on the opportune use of open gates and breaks in the fencing
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 28 Patons Lane Resource Recovery Centre Orchard Hills
As stated in Aquilarsquos report if managed appropriately ldquothe Project would not have any impact upon the fauna and fauna habitat on the adjoining Commonwealth land managed by the Department of Defencerdquo Aquilarsquos report also states that the limited and modified habitats represented on the site may support a narrow range of native fauna that are common in the surrounding region Furthermore it states that ldquowhilst three fauna species listed as vulnerable on the Threatened Species Conservation (TSC) Act occur or are likely to occur there is unlikely to be a significant effect on these species or their habitatsrdquo Once complete the project will provide an increase in the amount of valuable habitat in contrast to the decrease in the surrounding areas due to future residential and commercial development pressures 24 Condition of bush land and weeds Intact and undisturbed areas of native vegetation are non-existent on the site The vast majority of the site (as identified in Cunninghamrsquos assessment) is weed invaded disturbed land The weeds present are listed in Table 3 of this report and the native grasses present are included in Table 5 Revegetation Species List The Cumberland Plain Woodland represented on the neighbouring Department of Defence land is relatively intact with moderate disturbance caused by tracks firesecurity management practices and some weeds Most weeds are impacting the site due to a range of causal factors as outlined in Table 2 The riparian zone of Blaxland Creek is intact but disturbed by weeds manmade activities and domesticferal animal grazing The narrow strip of land on the boundaries of the site between the bund walls and the security fencing is largely intact in terms of site soils but is also severely disturbed by weeds manmade activities and domesticferal animal grazing Both areas are likely to have a healthy seed bank of native species They have been hampered in their ability to regenerate due to domestic grazing weeds and pasture grasses There is also undoubtedly a substantial seed bank of weed species present One noxious weed was recorded on the site being African Boxthorn (Lycium ferocissum) a Class 4 Weed Methods for the treatment and removal of weeds are discussed in Section 362 Management of Weed Removal and Encouragement of Natural Regeneration 241 Site Resilience Site resilience relates to the ability of the natural areas to recover or lsquobounce backrsquo after disturbance It is one of the main considerations in prioritizing actions set out in this Plan In the areas of high resilience the site soils have not been disturbed the water regime remains the same and no extra nutrients have been introduced There is also a good representation of all native vegetation strata levels showing varying stages of maturity an intact native seed bank present in the soil potential habitat including hollow-bearing trees connectivity to other natural areas and areas of a size large enough to reduce levels of edge effects There are no areas of high resilience on the site Moderately resilient areas have had some disturbance are adjacent to disturbed areas andor will be affected by runoff from disturbed areas the native vegetation structure is not indicative of a highly resilient area and habitat is threatened The riparian zone adjoining Blaxland Creek exhibits moderate resilience
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 29 Patons Lane Resource Recovery Centre Orchard Hills
Areas of low to nil resilience have experienced significant disturbance such as removal of topsoil addition of fill changes in water flow erosion weeds dominating over native species and loss of habitat It is necessary to stabilize low resilient areas to reduce resources required to preserve and conserve high to moderately resilient areas now and into the future The narrow strip of land between the bund walls and the security fence may well have low to moderate resilience but is severely impacted by weeds and grazing The ability for this zone to bounce back will only be recognized over time as the management practices outlined in this Plan are implemented If it is identified that some of this area has good resilience due to a healthy native seed bank it may be possible to carry out a soil translocation operation as detailed in Section 37 below Fundamentally the theory is to use current bush regeneration techniques to control weeds and encourage natural regeneration This may include revegetation works also The remainder of the site and the bund walls has been severely impacted with no original topsoil It will be further impacted and has no worthwhile resilience These areas need to be stabilized and managed in such a manner to control weeds and to ensure that negative impacts do not place undue pressure on the other zones hence increasing costs The methods for managing areas of varying resilience are outlined in Sections 31 32 and 33 below 242 Causes of Weed Invasion Identifying the cause of weed invasion is necessary to determine work priorities to prevent further encroachment and to reduce the need for high levels of ongoing resources required to achieve outcomes The major causes of weed invasion on site as per the table below are classified as physical disturbance of soil imported soil dumped garden refuse physical disturbance of vegetation wind water and fauna dispersal Most causes of weed invasion listed below occur on the site The methods to control these factors are an important part of this Plan and are outlined below in Section 3 Site Management Recommendations
Table 2 Causes of weed invasion (Hawkesbury-Nepean Catchment Management Trust 2000)
Cause of weed invasion Code Symptoms Physical disturbance of soil S Weed established on bare soil Imported soil F Weeds established on imported soil Dumped garden refuse D Weeds centered on dumped garden refuse Physical disturbance of vegetation V Evident that moving or trampling has allowed weed growth Impacts from storm water R Growing in wet areas below storm water outlets Fauna dispersal O Weeds established in otherwise undisturbed areas Wind w Weeds established in otherwise undisturbed areasanimals not cause Water a Weeds centred on creek where weeds present in headwaters Neighbouring property n Weeds spread from neighbouring property
Measures to control the causes of weed invasion are discussed in detail in Section 361 Management of Causes of Weed Invasion 243 Weed Management Zones Weed management zones are based on site resilience position in the landscape weeds present causes of weed invasion and treatment requirements Zone 1 includes areas mapped with moderate
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 30 Patons Lane Resource Recovery Centre Orchard Hills
resilience and Zone 2 includes areas of low resilience The remainder of the site is Zone 3 has no resilience and will be highly modified over the course of the project It will be subject to rehabilitation into the future including pasture grasses and some native vegetation The Weed Management Zones are shown on the attached plans PL201709A and PL201710A dated 10 January 2017 In general terms Zone 1 represents the restoration and expansion of the Blaxland Creek Riparian corridor River Flat Eucalyptus Forest Zone 2 represents the establishment and expansion of the Cumberland Plain Woodland and its consolidation as a buffer to the neighbouring EEC Zone 3 is primarily the vast proportion of the site Zone 3 has been severely impacted and will continue to be severely impacted Ultimately it will be returned to domestic grazing land with pockets of native vegetation in a staged process as quarry and filling works are completed 244 Weeds The following Table 3 lists the weeds known or likely to occur on the site Field surveys by Geoff Cunningham and Huon Designs have corroborated this information Much of the site (about 55) is water bare soil hardstand roads and bare stockpiles This is unlikely to change significantly until Site Establishment is complete and site rehabilitation occurs Primarily this will involve the reshaping and stabilization of the new bund walls It will also include rehabilitation of the boundary areas and the vicinity of Blaxland Creek The distribution and density of the weeds present on site have been expressed as a percentage in the table below to give some indication of the problems they entail and as a baseline indicator of how successful future management techniques are
Table 3 Weeds on site at time of inspection Botanial Name Common Name Classification Method of dispersalspread Estimate
of Site Cover
Ageratina adenophora Crofton Weed Perennial Herb SeedWindWater 2 Andropogon virginicus Whiskey Grass Perennial Grass SeedWindWater 2 Araujia hortorum Moth Vine Perennial Vine SeedWind 1 Chloris gayana Rhodes Grass Perennial Grass SeedWindWater 2 Chloris virgata Rhodes Grass Perennial Grass SeedWindWater 2 Conyza bonariensis Fleabane Perennial Herb SeedWindWater 2 Cynodon dactylon Couch Grass Perennial Grass Underground Stolons 5 Dittrichia graveolens Stinkwort Perennial Herb SeedWindBirdWater 1 Echinopogon ovatus Forest Hedgehog Grass Perennial Grass SeedWindWater 1 Eragrostis curvula African Lovegrass Perennial Grass SeedWindWater 2 Genista monspessulana Montpellier Broom Woody SeedBirdWater 2 Hypochaeris radicata Flatweed Perennial Herb SeedWindWater 1 Lantana camara Lantana Woody SeedBirdWater 1 Lycium ferrocissum African Boxthorn Woody SeedBirdWater 2 Onopordum acanthium Scotch Thistle Perennial Herb SeedWind 1 Paspalum dilatatum Paspalum Perennial Grass SeedWind Water 2 Pennisetum clandestinum Kikuyu Perennial Grass StolonsImported soilWater 5 Phytolacca octandra Inkweed Perennial Herb SeedBirdWaterTubers 1 Ricinus communis Castor Oil Plant Perennial Herb SeedBirdTubers 1 Senecio madagascariensis Fireweed Perennial Herb SeedWindWater 1 Setaria pumila Pale Pigeon Grass Perennial Grass SeedWindWater 2 Sida rhombifolia Paddyrsquos Lucerne Woody SeedWater 1 Solanum sisymbrifolium Sticky Nightshade Perennial Herd SeedBirdWater 1 Solanum mauritianum Wild Tobacco Small Tree SeedBirdWater 1 Sporobolus africanus Parramatta Grass Perennial Grass SeedWindWater 2 Verbena bonariensis Wild Stattice Perennial Herb SeedWindWater 1
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 31 Patons Lane Resource Recovery Centre Orchard Hills
30 SITE MANAGEMENT All Site ResilienceWeed Management Zones are mapped on Huon Designs Drawing Nos PL201709A and PL201710A The location shape and final finish of the bund walls dams and bioswales are as designed by GHD Group Pty Ltd and as shown on Drawing nos SK010 and SK024 The site management techniques contained within this report are based on these landforms and refer to the above Huon Design Plans Huon Designs will act as the Project Manager on behalf of SRC Properties Pty Ltd (SRC) owners of the facility in order to implement this Plan 31 Zone 1 Conserve areas of moderate resilience - Riparian Zone The areas mapped with moderate resilience are to be allowed to regenerate Additional management techniques are detailed in Section 37 Site Establishment Actions to take should include but are not to be limited to the following Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Restrict vehicle and contractor access to existing tracks and designated construction zone
only (refer to section 351 Protective Fencing) Exclude domestic stock Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy) Identify and treat encroaching weed species by using best practice Bush Regeneration
techniques (refer to section 36 Weed Management Strategy) Monitor areas for future weed encroachment by regular (weekly) inspections and adapt work
program to suit new threats Revegetate Zone 1 with native tubestock of local provenance as per Table 5 Revegetation
Species List (River Flat Eucalyptus Forest) and Drawing No PL201709A Monitor for herbivore activity (scats digging damaged vegetation) and protect regenerating
native species and revegetated areas with protective fencing or plant guards as required (refer to section 355 Vegetation Fencing) and
Monitor to identify areas requiring replacement andor additional revegetation
32 Zone 2 Restore and rehabilitate areas of low resilience - Property Boundaries The priority of working areas of low resilience will be dependent upon their location in respect to moderate resilient areas and the potential of the low resilient areas to affect the surrounding areas These areas of low resilience must not become the source of weed encroachment into other zones Treatment is aimed at suppressing weed growth and stabilizing disturbed soil Weeds must not be allowed to seed and spread Clearly the areas to the northwest west and southwest of the site are the areas of particular importance as the Plan strives to establish and protect the two EECs that are present here Boundary areas to the north east and south east are less of a priority as they will have less impact on the EECs Additional management techniques are detailed in Section 37 Site Establishment Actions to take should include but are not to be limited to the following
Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Vehicle and contractor access kept to existing tracks and designated construction zone (refer
to section 351 Protective Fencing) Exclude domestic stock Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy)
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 32 Patons Lane Resource Recovery Centre Orchard Hills
Identify and treat weed species using best practice Bush Regeneration techniques (refer to section 36 Weed Management Strategy)
Monitor areas for future weed encroachment by regular (weekly) inspections and adapt work program to suit new threats
Revegetate Zone 2 with native tubestock of local provenance as per Table 5 Revegetation Species List (Cumberland Plain Woodland) and areas shown on Drawing No PL201709A
Monitor for herbivore activity (scats digging damaged vegetation) and protect regenerating native species and revegetated areas with protective fencing or plant guards as required (refer to section 355 Vegetation Fencing) and
Monitor to identify areas requiring replacement andor additional revegetation
33 Zone 3 Maintain and control weeds in grazingquarry areas of no resilience The priority of working areas of no resilience will be dependent upon their location in respect to medium and low resilient areas and their potential to affect the surrounding areas These areas of no resilience must not become the source of weed encroachment into other zones Treatment is aimed at suppressing weed growth and stabilizing disturbed soil Weeds must not be allowed to seed and spread Actions to take should include but are not to be limited to the following Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Vehicle and contractor access kept to existing tracks and designated construction zone (refer
to section 351 Protective Fencing) Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy) Identify and treat weed species using best practice Bush Regeneration techniques (refer to
section 36 Weed Management Strategy) Monitor areas for future weed encroachment by regular (monthly) inspections and adapt work
program to suit new threats Revegetation and native screen planting with native tubestock of local provenance as per
Table 5 Revegetation Species List (Cumberland Plain Woodland) and areas shown on Drawing No PL201709A and Drawing No PL201710A and
Maintain pasture grasses and reseed non-invasive grasses as required It is required that the landowner engage a qualified Bush Regeneration company to provide assistance and guidance in these works to successfully restore and protect the natural bushland communities associated with the site
34 Erosion Strategy The comments in this report are intended to support and compliment the Soil Water and Leachate Management Plan (SWampLMP) prepared by GHD Group Pty Ltd Besides managing erosion the control of surface water is integral to controlling leachate generation and the potential for leachate to impact on adjoining EECs Overland flow across areas of disturbed soilvegetation and general storm water runoff on the site has caused soil erosion Erosion has also occurred down the roadways and along open gutter swales beside roads stockpiles and bunds Construction activities (vehicles access services stockpiles and building activities) can also create erosion problems and must be controlled by appropriate protective fencing sediment fencing (refer to section 35 Fencing Strategy) and designated access tracks The number of access tracks should be minimized and clearly defined
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 33 Patons Lane Resource Recovery Centre Orchard Hills
Fortunately the site currently is well contained and most erosion runoff ends up in existing dams This is not a long-term solution as the site is developed A number of other problems will occur if soils are lost and storm water is not managed properly The SWampLMP addresses these issues and still relies on a series of dams and bioswales to clean the water prior to discharge off the site Erosion can aid the spread and establishment of weeds It can also hinder the growth and establishment of the native plant communities The strategies used to control erosion work closely and concurrently with those used to enhance native plant communities They will prevent weed encroachment and help with the establishment of native vegetation cover To mitigate the effects of soil erosion (including the current situation of the dams acting as silt traps) targeted water management techniques are to be incorporated into site works The aim is to reduce water velocity disperse water to enable greater absorption into the soil and re-establish native vegetation as outlined in sections 341 342 and 343 below 341 Overland water flow across disturbed bushland areas and cleared areas Mulching Hydromulching of bunds and long term stockpiles with non-invasive pasture grasses and
natives Strategic placement of rocks and logs (rocks taken from siteexcavation works and logs from
weed treesshrubs to be removed) Revegetation with native tubestock of local provenance (refer to Table 5 and section 355
Vegetation Fencing) Natural regeneration to be encouraged using bushland regeneration techniques
342 Storm water runoff along bioswales and dam overflows Install small rock check dams at regular intervals along swales to allow silt to drop out Install large rocks as armouring and energy dissipation to protect banks and to avoid scouring
in spillways dam overflows and Blaxland Creek (refer to Blue Book and Department of Primary Industries guidelines)
Stabilize and revegetate channels dam wall spillways and overflow with native tube stock of local provenance (refer to Table 5 and section 355 Vegetation Fencing) and
Natural regeneration to be encouraged using bushland regeneration techniques 343 Storm water runoff down roadways and drainage swales Install small rock check dams at regular intervals along swales to allow silt to drop out (using
rock from site construction activities not bushland areas) Along straight steep grades build a crowned road profile to shed water to the gutter swales Install a number of grade reversals along the steeper sections of the road in the form of a
ldquospeed bumprdquo to interrupt the water flow and direct it into the swales It is required that the landowner engage a qualified Bush Regeneration company to provide assistance and guidance in these works to successfully control erosion and the impacts of storm water 35 Fencing Strategy The purpose of the fencing strategy is limit the amount of site soils disturbed by construction activities to control erosion through the use of silt fences and to protect rehabilitated areas from unintentional damage caused by vehicles livestock feral animals site works or other human activities The fencing is to be installed as noted on Sections AA BB and CC of Drawing No
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 34 Patons Lane Resource Recovery Centre Orchard Hills
PL201709A and Sections AA of Drawing No PL201710A Exclusion zone fencing and extent of tree protection will be undertaken on site in conjunction with a representative of Huon Designs in attendance andor the Bush Regeneration company 351 Protective Fencing ndash Exclusion and site delineation Protective fencing will be required on site during site establishment and project operation to delineate the construction site from the NO GO ZONES This will protect native areas and areas undergoing rehabilitation from construction activities It will ensure the construction footprint is kept to a minimum including the movement of vehicles and machinery the delivery and storage of materials installation of services and the disposal of site excavated materials NO GO ZONES are areas excluded from any construction activities stockpiles or storage Protective fencing between construction site and NO GO ZONES will be a mixture of temporary and long term measures For long term protection the following measures shall be employed 1200mm high star pickets at maximum 25 metre spacing four strands of (12 gauge) wire 900mm high silt fencing may be attached if required and
Temporary measures shall include Flagging and bunting suspended on star pickets similar to systems used on RMS projects Signposting and notices
Location is shown in the site sections on Drawing No PL201709A and Drawing No PL201710A
352 Erosion and Sediment Fencing Sediment and erosion control fences to be located as per site sections on Drawing No PL201709A and Drawing No PL201710A They are to be installed and maintained in accordance with ldquoManaging Urban Stormwater ndash Landcom (March 2004)rdquo to protect the site from construction activities Industry standard silt barrier (900mm high minimum and 150mm minimum buried depth) is to be installed to the downhill side of all disturbed areas to all boundary fences as required to any intermediate fences and as required to all NO GO ZONE protective fencing constructed as detailed above The silt fencing will also aid in the control of feral animals and the spread of weeds For this particular reason it will be incorporated wherever possible to maximize the effectiveness of all the site fences permanent and temporary 353 Vegetation Fencing Additional fencing may be required to protect areas of regeneration andor revegetation from domestic or feral animal damage This is to be determined following monitoring of site for scats digging andor vegetation damage Fencing type to be appropriate for identified herbivore Generally the attachment of 900mm silt fencing to Protective Fencing as outlined above will be appropriate This will also help to control the dispersion of weeds into the revegetation zones 36 Weed Management Strategy The Weed Management Strategy is to address the site resilience and cause of disturbance across the site Consideration is given to the abiotic and biotic components with the goal of restoring and
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 35 Patons Lane Resource Recovery Centre Orchard Hills
preserving the natural ecological communities To achieve the goal the strategy is to prevent further weed invasion remove existing weeds suppress weed species with natural regeneration and revegetate areas of poor resilience with species of local provenance 361 Management of Causes of Weed Invasion In order to prevent further weed invasion the causes need to be addressed as detailed in Table 4 below The causes have been identified in 242 Causes of Weed invasion and Table 3
Table 4 Addressing causes of weed invasion Cause Code Mitigation Physical disturbance of soil
s No further soil disturbance is to occur outside the designated construction zones All access and tracks are to be limited controlled and clearly defined Carry out best practice bush regeneration techniques and timing Use erosion controls and fencing
Imported soil f No imported soil to enter rehabilitated areas of site or be used on areas for revegetation until it has been stockpiled and assessed for weed species Any identified imported soil with weed propagules and seeds are to be used elsewhere and out of permanent revegetation zones where possible
Dumped garden refuse
d Remove and exclude any garden refuse to prevent spread of exotic plant species Avoid the increase of nutrient levels which will encourage further weed growth
Physical disturbance of vegetation
v No further disturbance of existing native vegetation is to occur Existing and restored vegetation to be protected from activities associated with the Resource Recovery Centre (its site establishment and operation) by limited and controlled access and the use of exclusion fencing Implement best practice bush regeneration techniques Implement erosionstormwater controls and siltexclusion fencing
Impacts from storm water
r Erosion control (34 Erosion strategy)
Weed dispersal owa Strategically timed weed removal to prevent additional weed incursions andor weed seed production remove and dispose of properly any weed vegetative propagules monitor for outbreaks
Neighbouring property
n Address any source of weeds from neighbourrsquos property with neighbourrsquos cooperation to prevent ongoing incursion and therefore management Silt fencing or barriers may be incorporated if neighbour is non-compliant to offering assistance
362 Management of Weed Removal and Encouragement of Natural Regeneration The concept of restoring bushland after it has been adversely impacted is to embark upon long-term strategies to suppress weeds and encourage the natural resilience of the native bushland to recover and thrive The current weed species present (see Table 3 Weed Species) are established and will spread rapidly if not treated Their management and control is to be undertaken according with this plan and in consultation with a qualified bush regeneration company Continual monitoring of the site and regular inspections will allow an adaptive approach to be implemented From these observations it is possible to plan work practices according to the changing conditions Treatment of weeds is to be undertaken with best practice Bush Regeneration techniques aimed at minimal use of herbicides encouragement of natural regrowth the use of non-invasive grass species and the prevention of weed seed or spread Weed management work zones are outlined in Sections 31 32 and 33 above and identified on the plans Drawing No PL201709A and Drawing No PL201710A
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 36 Patons Lane Resource Recovery Centre Orchard Hills
Annual and perennial weed species and grasses are opportunistic to areas of disturbance and areas of increased light water and nutrient flows They can be prolific seeders and can spread rapidly Timing of annual and perennial weed species treatment is to be aimed at the prevention of seed formation This will reduce the density and spread of weeds and therefore reduce levels of ongoing treatment requirements Treatment will require a combination of the following hand removal including underground reproductive structures (see Table 3 Weed Species) de-seeding (if flowering and seeding has occurred) large infestations may require herbicide application as recommended on herbicide label
(spraying an annual in flower will not prevent or kill seed) soil andor leaf litter translocation and creation of canopy and competition through native regeneration and revegetation
Woody weed treatment (including for African Boxthorn) will require a combination of the following hand removal cut and paint scrape and paint and foliar spray herbicide application (not the preferred option)
Any reproductive propagules flowers and seeds are to be disposed of in an appropriate manner that they will not be able to thrive and spread Undisturbed soil and untouched bushland is an invaluable resource and will be retained and protected as it requires little or no input to manage By allowing minimal site disturbance in Zones 1 and 2 the success and ease of implementing the management plan will be greatly enhanced Refer to the section below for guidance on the use of soil translocation This technique can be very successful in smothering weeds It also is good for establishing a topsoil layer with a good native seed bank and high potential for natural regeneration 37 Site Establishment ndash Rehabilitation and Landscaping Plan Table 1A at Schedule 4 condition 40(d) notes that rehabilitation and landscaping is to be implemented in accordance with Figure 10 (Figure 222 (Final Landform) of the FMPPR) Additionally Figure 11 ( figure 222 in the FMPPR - Rehabilitation Status following site establishment) also needs to needs to be considered in implementing the approved design specification as do other sections of the FMPPR For clarities sake the high level design requirements contained in the approval documents relating to bund wall and landscaping issues relevant to this plan (noted in Table 1A) are summarised below and have been incorporated into Drawing No PL201710A Relevant excepts of these documents are attached as an Appendix to this report Figure 7
This figure shows the anticipated progression of cell rehabilitation noted as Stage 0 in the FMPPR Note this equates approximately to Stage 1 works and activities as defined by the DPampE in Section 1
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 37 Patons Lane Resource Recovery Centre Orchard Hills
Figure 6 This table sets out the indicative emplacement and cell rehabilitation staging which shows that based on maximum permitted inputs the excavation of Cell 1 is likely to be completed in approximately year 5 Accordingly allowing for market fluctuations the Proponent estimates that the completion of the excavation of Cell 1 will take 5 ndash 7 years In addition the capping of Cells 1 A and 1B will be interim capping and rehabilitation only to allow for settlement prior to final capping
FMPPR Section 23 Site Establishment This Section of the FMPPR sets out the constructionshaping of the final rehabilitated landform along the northern and eastern sides of the property together with the northern eastern and south eastern bunds as shown in Figure 3 of this report
Section 29 Bund Wall Management Further details are provided of the bund wall design ndash as shown in Figure 8 Additionally this section states ldquoan important component of the management of the northern and eastern faces would be the early completion and landscaping of both faces such that no further earthmoving activities are necessary after the site establishment phase Only maintenance of the landscaping would be required beyond the site establishment phaserdquo These works will be undertaken as a priority during Site Establishment Figures 8 and 9 provide high level designs for the norther and eastern bunds The Site Establishment Noise Management Plan (SENMP) includes additional details in relation to implementing these works and complying with noise criteria for the project
Figure 8 This figure sets out the rehabilitation works specifically required during Site Establishment These works are incorporated into this Plan
Figure 11 This figure sets out the Final landform upon completion of landfilling and capping works on site after 25 years As this Plan covers Stage 1 which is 5-7 years which means that much of Figure 8 is not relevant for this Plan However the detailed landform plans developed are based on this figure and are generally consistent with the project approval
Appendix 3 ndash Visual Assessment Modified Preferred Project Report This report contains the landscaping specifications for Site Establishment activities including layouts and planting specifications that were used to develop Figure 221 in the FMPPR (Figures 10 12 and 13 in this report)
All these Plans and tables are set out below for ease of reference Additionally the Site Establishment Noise Management Plan sets out methodologies for the deconstruction of the bund walls and the details requirements for the use of noise control barriers
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 38 Patons Lane Resource Recovery Centre Orchard Hills
Figure 6
As outlined in Sections 31 32 and 33 above the conservation restoration and maintenance of the site will require an ongoing adaptive and multi-pronged management system
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 39 Patons Lane Resource Recovery Centre Orchard Hills
Figure 7
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 40 Patons Lane Resource Recovery Centre Orchard Hills
Figure 8
Figure 9
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 41 Patons Lane Resource Recovery Centre Orchard Hills
Revegetation planting is to occur as indicated on the attached plan Drawing No PL201709A particularly around dams along the boundaries in bioswales on the bund walls and in the Blaxland Creek Riparian Zone This will supplement natural regeneration and provide enhanced competition against encroaching weed species Clumped planting along drainage swales to be undertaken to stabilize disturbed areas prone to erosion During the site establishment construction works it is essential to minimize the disturbance of site soils The only areas where the site soil will be disturbed is to build new dams construct spillways desilt existing dams stabilize creek banks construct access tracks and form up bioswales Site topsoils are valuable for the rehabilitation works particularly if they contain a healthy seed bank of native species Its preservation aids the ability of the site to be rehabilitated through natural regeneration To benefit from these soils it is proposed to reuse it by translocating the top 100-200mm of topsoil prior to any earthworks progressing To maintain the viability of the seed bank it cannot be stockpiled and must be respread in a 100-200mm layer Translocating soil will greatly assist the rehabilitation of the site Initially the first topsoil stripped from a work area can be spread in a temporary location where it will not be disturbed Once a reasonable section of earthworks are completed this topsoil (or topsoil stripped from current work areas) can then be directly respread to restore disturbed areas such as bioswales dam walls edges of access tracks stockpile sites and new bund walls It is preferable to move the soil in one operation if possible as it is more efficient and effective This is easily achieved by progressing the work in such a fashion that as works progress forward topsoil is stripped and carried back to be spread on areas behind the work face that need restoration Applying the bush regeneration and revegetation techniques (including soil relocation) to the northwest west and southwest boundaries will establish and protect the EECs present as detailed later in this section This will help to reduce ongoing maintenance assist erosion control on disturbed ground and establish increased levels of natural bushland The same techniques to the southern and eastern boundaries will expand and establish a good strip of native vegetation also reflecting the Cumberland Plain Woodland Community once common to the area All plants will be sourced from locally endemic seed stock according to the species list for each plant community All plants to be supplied as forestry tubes hiko tubes or viro cells for some species and ground covers The species list of each plant community is attached in Table 5 The location of tree planting will occur to ensure they maximize site screening and add variety to the uniformity of the landform All revegetation works fall within two Plant Communities and the plants will be selected as per Table 5 Revegetation Species List The communities are CumberlandPlainWoodlandCommunity RiverFlatEucalyptusForestCommunity
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 42 Patons Lane Resource Recovery Centre Orchard Hills
Figure10
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 43 Patons Lane Resource Recovery Centre Orchard Hills
Figure 11
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 44 Patons Lane Resource Recovery Centre Orchard Hills
Figure 12
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 45 Patons Lane Resource Recovery Centre Orchard Hills
The planting density will vary and is to be determined on site according to levels of disturbance erosion and natural regeneration Five plants per square metre are considered a minimum whether through natural regeneration or revegetation work The aim is to establish a minimum planting density of five native species per square metre (5m2) A variety of strata levels is to be achieved that includes trees shrubs and ground covers The planting matrix as depicted in Richard Lambs Report forms the basis of the rehabilitation and revegetation works as shown in Figure 13 below Plant protection is to be installed if required following monitoring inspections Protection can be either fencing (refer to 353Vegetation Fencing) or individual plant protectors ldquoTerracottumrdquo crystals will be mixed into the site soils to minimize maintenance increase growth rates and reduce plant losses To ensure the standard of 90 survival rate revegetated areas are to undergo regular maintenance of watering weeding replacement of dead or dying plants and adjustment of rabbit bags or protective fencing where necessary At the completion of site establishment works the landform will be rehabilitated primarily with native riparian and woodland planting Planting of temporary bunds with grasses for stabilization and woodland species for screening will also have been completed Planting of grasses to stabilize bund walls and other disturbed areas will be undertaken using appropriate hydromulching techniques These are outlined in Section 381 below Figure 13 Native Plant Revegetation Planting Matrix (source Richard Lamb and Associates)
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 46 Patons Lane Resource Recovery Centre Orchard Hills
Table 5 Revegetation Species List
Cumberland Plain Woodland Community River Flat Eucalyptus Forest Community Botanical Name Common Name Botanical Name Common Name Trees TreesAcacia parramattensis subsp parramattensis
Parramatta Green Wattle Acacia parramattensis subsp parramattensis
Parramatta Green Wattle
Acacia decurrens Sydney Green Wattle Angophora floribunda Rough-barked Apple Corymbia maculata Spotted Gum Casuarina glauca Swamp She-Oak Eucalyptus moluccana Grey Box Eucalyptus tereticornis Forest Red Gum Eucalyptus euginioides Thin-leaved Stringybark Eucalyptus amplifolia Cabbage Gum Eucalyptus crebra Narrow-leaf Ironbark Eucalyptus moluccana Grey Box Eucalyptus tereticornis Forest Red Gum Melaleuca decora White Feather Honeymyrtle Exocarpos cupressiformis Cherry ballart Melaleuca linarifolia Snow-in-summer Melaleuca linearifolia Tea-tree Low Trees and Shrubs Low Trees and ShrubsAcacia falcata Silver Leafed Wattle Acacia implexa Black Wattle Acacia implexa Black Wattle Bursaria spinosa Blackthorn Acacia elongata Wattle Grevillea juniperina Grevillea Astroloma humifusum Cranberry Heath Melaleuca thymifolia Thyme Honey-myrtle Bossiaea prostrata Bossiaea Solanum prinophyllum Forest Nightshade Breynia oblongifolia Breynia Bursaria spinosa Blackthorn Ground LayersChloris truncata Windmill Grass Altemathera denticulata Lesser Joyweed Daviesia ulicifolia Gorse Bitter Pea Carex appressa + Tall sedge Dillwynia sieberi Prickly Parrot Pea Glycine sp GlycineClimbing Pea Dodonaea viscose Wedge-Leaf Hop Bush Persicaria decipiens Spotted Knotweed Indigofera australis Australian Indigo Entolasia stricta Entolasia Lissanthe strigosa Native Cranberry Juncus usitatus + Common Rush Melaleuca nodosa Tea-tree Themeda australis Kangaroo Grass Melaleuca styphelioides Prickly-leaved Tea-tree Microlaena stipoides Weeping Rice Grass Pultenaea mycrophylla Bush Pea Pratia purpurascens White Root Solanum prinophyllum Forest Nightshade Lomandra longifolia + LomandraMat Rush Lomandra multiflora LomandraMat Rush Ground Layers Aristida vagans WireSpear Grass Austrodanthonia racemosa
Wallaby Grass
Brunoniella australis + Blue Trumpets Desmodium varians Slender Tick-trefoil Dichondra repens Kidney Weed Dianella revolute + Blue Flax Lily Dichelachne micrantha Short-haired Plume Grass Dodonaea viscose Hop Bush Einadia nutans Climbing Saltbush Entolasia stricta Entolasia Glycine sp GlycineClimbing Pea Ponds Dams and Bioswales Lomandra filiformis + LomandraWattle Mat Rush Cyperus sp + Themeda australis Kangaroo grass Juncus sp + Rush Wahlenbergia gracilis Native Bluebell Typha sp + Cumbungi Indicates plants suitable for use as canopy screen planting in revegetation areas of bund walls Indicates plants already represented on the site + Indicates plants suitable for planting in ponds dams and bioswales
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 47 Patons Lane Resource Recovery Centre Orchard Hills
Note All plants to be indigenous species propagated from local provenant seed An allocation has been included in the budget for collecting seed and propogating plants The proposed rehabilitation works are important for the protection enhancement and restoration of the Endangered Ecological Communities (EECs) located on the site and adjacent to the site The boundary planting of Cumberland Plain Woodland achieves four main objectives Expands the size of the current adjacent community Protects the current community by providing a buffer Increases connectivity Re-establishes the original community and habitat that was once in the area
The revegetation and rehabilitation of the River Flat Eucalyptus Forest achieves the same four main objectives Expands the size of the current on site and adjacent community Protects the current community by providing an expanded buffer Increases connectivity to other communities Re-establishes the original community and habitat that was once in the area
38 Stage 1 Landform Rehabilitation and Landscaping Plan Rehabilitation of completed areas is to occur as indicated on the attached plan Drawing No PL201710A particularly on bund walls surrounding Cell 1 and in areas of Cell 1 that have been filled capped and final landform achieved The works should be carried out as quickly as possible and will include expansion of the already completed Cumberland Plain Woodland plantings installed during site establishment It will primarily include vast areas of pasturelandgrassland implemented through hydromulching techniques as detailed below It is noted that prior to final capping and rehabilitation of the site finished stages of each cell may be subject to static stockpile loadings The purpose of this is to limit the amount of unnecessary movement of cover materials reduce double handling and most importantly to limit the amount of future post closure settlement that may occur The site sections depicting this process are shown on drawing no PL201710A The purpose of the timely rehabilitation works is to provide competition against encroaching weed species and therefore reduce ongoing maintenance of existing revegetated areas It will also assist erosion control on disturbed ground and provide stable vegetation cover to the final landform At the completion of staged site rehabilitation the final landform will revegetated primarily by pasture grasses and woodland planting Planting of temporary or modified bunds with grasses for stabilization and woodland species for screening will continue to be undertaken As these works enter their maintenance phases the appropriate protective fencing and silt fencing will be adjusted where existing and installed into new locations Maintenance and monitoring will commence on newly completed areas Initially the maintenance will be quite high but as these areas become established and more mature the weight of the work will progressively shift into the newer areas of rehabilitation (See Section 4 Maintenance Monitoring and Key Performance Indicators) The entire boundary areas of the site are completed in the initial Site Establishment stage The remainder of the site is progressively rehabilitated as the landfill cells are filled capped and completed and will take place over about 25 years The vast majority of this work is the
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 48 Patons Lane Resource Recovery Centre Orchard Hills
establishment of pasturegrassland as outlined above with some further pockets of woodland planting As feasible sections of the site are completed they will be rehabilitated in this progressive manner and maintenance commenced This will continue in regular stages until the Final Landform and Landscaping is achieved as outlined in Figure 11 (Figure 222 of the Further Modified Preferred Project Report) This is shown in greater detail and with minor modifications in Huon Designs plan number PL201711A Final Landform and Landscaping dated 10 January 2017 The key changes are increased areas of native vegetation modified dam layouts and more variety in the grades of the landform All these are intended to achieve a more natural looking landscape It is possible that the final configuration of woodland planting dams and gradients may alter slightly as the project progresses in order to achieve improved environmental outcomes 381 Hydromulching Techniques Revegetation of grasses to areas of pasture will be undertaken using appropriate hydromulching techniques The same technique and seed mixture will be used to stabilize stockpiles and bund walls Although more expensive than other seed mixes it is a crucial aspect of this VMP This mixture will help to suppress the growth of weeds and reduce erosion without bringing more weeds onto the site In the medium and long term this will help to keep ongoing maintenance costs lower Native grass seeds will be sourced from locally endemic seed stock The seed mix below is based on current best practice industry standards but has been further enhanced through the increase in application rates Prior to hydromulch application the site soils are to be ripped to 200mm and finely cultivated to a depth of 100mm Once applied it will be necessary to perform establishment maintenance practices on the newly seeded areas until they are firmly stabilized This will require watering weed control over seeding erosion monitoring and finally mowingslashing andor whipper snipping
Table 6 Hydromulching Seed Mix List
Botanical Name Common Name of Seed Mix Kilogramshectare Native Grass Species Austrodanthonia racemosa
Wallaby Grass 10 5kgha
Dichelachne micrantha Short-haired plume grass 10 5kgha Microlaena stipoides Weeping Rice Grass 10 5kgha Themeda australis Kangaroo grass 10 5kgha Zoysia sp Nara grass 10 5kgha Non Native Cover CropsGrasses Bromus catharticus Prairie Grass 10 5kgha Festuca arundinacea Tall Fescue 10 5kgha Lolium perenne Perennial Ryegrass 30 15kgha Application products and fertiliser Organic fertiliser 200kgha Wood fibre mulch 2500kgha Tackifier binding agent 75litresha Water 20000litresha
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 49 Patons Lane Resource Recovery Centre Orchard Hills
39 Dust Management Strategies In respect of the landscaping and rehabilitation activities particular care will be paid to implementing dust management strategies which are summarized as follows Minimising areas to be disturbed as any one time Implementing hydromulching broad acre mulching or planting immediately following the
disturbance of the areas to be rehabilitated Stabilising temporary stockpiles with hydromulch or a proprietary surface binding agent to
mitigate any dust emissions Wetting disturbed areas with sprinklers and irrigation systems Postponingceasing the disturbance of any areas in adverse weather conditions ie high winds ndash
particularly where the wind direction may result in adverse impacts on neighbours Stabilisingwetting of temporary access roads servicing rehabilitation activities
Additionally section 52 of the Air Quality Plan sets out additional dust mitigation measures as follows Site induction to include air quality management requirements to ensure awareness of potential
air quality impacts Activities are to be assessed during adverse weather conditions and modified as required (eg
cease activity where reasonable levels of dust cannot be maintained using the available means) Visual surveillance of dust plumes from all activity Haul roads and plant should be sited away from sensitive receptors where possible The site will have an acoustic bund which can act as a wind break to minimise on-site wind
erosion and Direct traffic to designated entrance and exit points The area of exposed surfaces should be kept to a minimum such as by shaping stockpiles in a
manner which reduces the exposed surface area or by covering exposed surfaces Exposed areas and stockpiles should be watered on a daily basis (or more frequently as required)
to keep moisture levels sufficient to minimise wind erosion Exposed areas should have barriers or coverings or should be temporarily rehabilitated if inactive
for periods of greater than three months Stockpiles should be located as far away from sensitive receptors as possible All material to be stored in designated storage bays to reduce exposed surface and wind flows
over material By scheduling material logistics the amount of stockpiled materials on-site can be minimised by
reducing their residence time by methods such as by receiving deliveries only when the amount of materials on-site is considered low or by focusing on delivery of materials to customers when there are high amounts of material on-site An appropriate storage amount should be used such that there would be no shortage of materials
Construction activities should be progressively staged The size of staging areas should be minimised by working on small areas and completing them before progressively proceeding to disturb another area
Completed sections will have commenced rehabilitation within three months and Ancillary vehicles should be kept off exposed areas to avoid potential disturbances of these areas When loading and unloading material the drop height of the material should be minimised the
front end loader should tip the bucket only when it is close to the ground the bed of the truck or the material pile being added to
Minimise spillage from loadingunloading and clean up any spillage immediately
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 50 Patons Lane Resource Recovery Centre Orchard Hills
Use of watering to ensure moisture content of material handling is sufficient to minimise dust generation and
During periods of high wind speeds (gt8ms) and winds blowing towards the sensitive receivers the material handling activities should be minimised or cease when excessive visible plumes of dust cannot be abated
Haul roads should be watered regularly using water carts such that the road surface has sufficient moisture to minimise on-road dust generation but not so much as to cause muddirt track out to occur
Roads that are heavily used or used for a long term and cannot be maintained in a low-dust state by watering should be sealed
Sealed haul roads should be cleaned regularly on a weekly basis or more frequently as required using a street sweeper or similar type of equipment When spillage occurs it should be cleaned as soon as possible
Vehicle traffic should be restricted to designated routes that can be managed by regular watering A speed limit of no more 40 kilometres per hour should be imposed on-site To minimise mud or dirt track out (eg during prolonged wet rainy periods) a wheel wash or
grids are to be installed and used near exit points Public streets should be cleaned regularly on a weekly basis or more frequently as required to
remove any dirt tracked onto sealed roads Vehicle loads should be secured and covered when transporting materials off-site The exposed
surface of dusty materials to be hauled may be watered if necessary Materials should be loaded onto vehicles in a uniform level manner and not be higher than the
highest part of the vehicle load compartment and The number of trips should be minimised by maximising the vehicle load but not overloading
40 MAINTENANCE MONITORING AND KEY PERFORMANCE INDICATORS Once the project commences weed management and maintenance of the existing and proposed vegetation becomes the most critical aspect of the Plan As the works progress over the 25 year life of the project the areas to maintain will increase significantly but established areas will gradually require less intense maintenance In effect the maintenance effort and costs will largely remain constant over the length of the project This will include 5 years of post closure maintenance As such an ongoing maintenance budget for 30 years is calculated as follows Say 40hrsweek for 52 weeksyear for a total of 30 years $45hour = 40 x 52 x 30 x 45 = $2808000 plus CPI or an average of $93000year The maintenance works will be guided at all times by the principles outlined in this Plan and according to best practice Bush Regeneration techniques For this reason it is necessary that the works be undertaken by an approved and qualified bush regeneration company The native plant communities that are created during the Site Establishment stage will largely maintain themselves once they are well watered and survived the first summer The majority of the maintenance work involves the management and control of weeds This work is to be carried out on an ongoing basis from the commencement of the project and according to the best practice Bush Regeneration techniques outlined specifically in Section 36 Weed Management Strategy All the management principals as outlined in Section 30 Site Management are to be part of this maintenance strategy including erosionstormwater controls fencing follow up seeding and
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 51 Patons Lane Resource Recovery Centre Orchard Hills
revegetation of native forest and woodlands Particular attention will be paid to identifying and addressing areas of post closure settlement Attention is drawn to the fact that it is proposed to place temporary stockpiles on completed sections of each cell in order to provide static loading and hence reduce the incidence of post closure settlement Where necessary filling topdressing and reseeding will be undertaken If it does occur it is likely to be in the pasturegrasslands of the site The site will be monitored on a regular basis and will include monthly and annual reporting Monthly reports will cover the following
Revegetation and fencing works undertaken (areas distance quantities and locations) Maintenance works undertaken (areas techniques herbicides used and locations) Significant incidents in terms of weather events impacts by RRC activities pests disease
feral animals Analyse and adjust works program to suit site conditions and progress
Annual reports will summarize the yearrsquos activities and performance as follows
Areas stabilized and revegetated Analysis of plant growth rates and survival rates Analysis of weed densities varieties and distribution Maintenance works undertaken and handover of stable areas as new areas come online Monitor and address any areas of settlement or areas where unwanted ponding occurs Reassess restoration works program and budget Make recommendations of what changes could be incorporated into the Plan to better achieve
the stated aims and objectives At the end of each year the works will be subject to independent audit as per consent conditions and application will be made for partial release of bond monies Those areas that are completed and signed off will enter the maintenance phase of the project They should be fenced off and access limited to maintenance staff Key Performance Indicators (KPIs) will be used to assess progress on the site and will include the following
Photo Monitoring Points (as located on Drawings PL201709A and PL201710A) Photo Monitoring Points will also include Commonwealth Land to the south and west of the
site and private land to the north and east of the site Analysis of plant growthsurvival rates through calculations of native plant densitysize Analysis of weed infestation and controls through calculations of weed densitysize and
weed speciesdistribution The values that the Plan is aiming for is as detailed in Table 7 below The existing situation is regarded as the baseline level In regards to native plants the datumbaseline level is currently 1m2 and 150mm high In regards to weeds the whole site is considered to be heavily infested by dense plumes of numerous species as indicated in Table 3 above As rehabilitation progresses further Photo Monitoring points will be added to assess newly completed areas
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 52 Patons Lane Resource Recovery Centre Orchard Hills
Table 7 Key Performance Indicators PERFORMANCE CRITERIA DURATIONTIME LEVEL REQUIRED Reduction in weeds on site (densitysize) Year 1 50 Year 2 60 Year 3 70 Year 4 80 Year 5 (ongoing) 90 Reduction in weeds on site (speciesdistribution) Year 1 10 Year 2 20 Year 3 30 Year 4 40 Year 5 (ongoing) 50 Increase in native plant density Year 1 200 Year 2 50 Year 3 10 Year 4 10 Year 5 (ongoing) 10 Increase in native plant size Year 1 100 Year 2 100 Year 3 100 Year 4 80 Year 5 60
50 RESTORATION WORKS PROGRAM Based on the current information for the operation of the Resource Recovery Centre the following program has been developed It will be subjected to regular modifications as the project is delivered and the annual reports are prepared and analysed
Table 8 Estimated Restoration Works Program TASK ITEM DURATIONTIME RESPONSIBILITY Stage 1 Site Establishment Works 12 MonthsWeek 1 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Mowslash boundary Zone 2 1 weekweek 2 Target and address erosionstormwater problems Ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 3-4 weeksweek 3 SRC and Huon Target and remove flowering spreading weeds in Zones 2 and 3
24 weeksweek 4 SRC and Huon
Revegetation works to Zone 2 (earthworks complete) 4 weeksweek 24 SRC and Huon Erectmodify exclusion and sediment fencing Zone 2 1 weekweek 24 SRC and Huon Revegetation works to Zone 3 (earthworks complete) 4 weeksweek 36 SRC and Huon Erectmodify exclusion and sediment fencing Zone 3 1 weekweek 36 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 53 Patons Lane Resource Recovery Centre Orchard Hills
TASK ITEM DURATIONTIME RESPONSIBILITY Stage 1a Site Establishment Works ndash Riparian Zone 12 MonthsWeek 1 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Target and address erosionstormwater problems ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 1 weeksweek 2 SRC and Huon Target remove flowering spreading weeds in Zone 1 3-4 weeksweek 3 SRC and Huon Revegetation works to Zone 1 (earthworks complete) 1-2 weeksweek 8 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
TASK ITEM DURATIONTIME RESPONSIBILITY Stage 2 Rehabilitation Phase (Stage 1 Cell 1) 12 MonthsYear 2-3 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Cultivate and prepare soils for rehabilitation progressivelyweek 2 SRC and Huon Target and address erosionstormwater problems ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 1 weeksweek 3 SRC and Huon Revegetation works to Zone 3 (earthworks complete) 1-2 weeksweek 4 SRC and Huon Hydromulching to Zone 3 1 weekweek 5 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
TASK ITEM DURATIONTIME RESPONSIBILITY STAGE 3 On-going RehabilitationMaintenance and Monitoring Phase
25-30 YearsYear 2
Rehabilitation of sections of site as earthworks complete and as per Stage 2 above
Ongoing SRC and Huon
Ongoing maintenance and monitoring (All Zones) Ongoing SRC and Huon Monthly Reports Monthly SRC and Huon Annual Reports Annually SRC and Huon
As each new section of the site is completed capped and handed over for rehabilitation the program for its final rehabilitation sign off and closure will proceed as outlined above in Stage 2 Rehabilitation Phase Progressively this process will work through Stage 2 Cell 1 to Stage 6 Cell 1 and so on until completed for instance at Stage 6 Cell 3 60 RESTORATION WORKS BUDGET The restoration works budget has been prepared to give an accurate outline of the expected costs to implement the BWLampVMP It includes all costs up to and including 5 years post closure maintenance and monitoring As part of the monitoring process and annual reporting both the budget and the program will be assessed and modified as required All costs are based on current industry rates in 2017 dollar terms and will require the application of annual CPI increases for future budgets
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 54 Patons Lane Resource Recovery Centre Orchard Hills
Table 9 Restoration Works Budget
Estimated Quantity for Life of Project and Allocation (2017 dollars)
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
All Site setup
Inductions SWMS programs administration Item 8 $100000 $1000 $1000 $1000 $5000 $8000
Collect seeds and propagate
Collect and propagate locally endemic species Seedlings 120000 $050 $10000 $10000 $10000 $5000 $25000 $60000
Annual reporting
Prepare and present annual reports as per Plan
Yearly item 30 $50000 $500 $500 $500 $500 $500 $12500 $15000
Monthly reporting
Prepare and present monthly reports as per Plan
Monthly item 360 $10000 $1200 $1200 $1200 $1200 $1200 $30000 $36000 $119000
Yearly total $12700 $11700 $12700 $6700 $2700 $72500
1 Riparian Zone River Flat Eucalyptus Forest
Fencing
Supply and install stockexclusionsilt fencing metre 500 $2500 $10000 $1500 $1000 $12500
Bioswales
Shape swales and respread stripped topsoil metre 200 $3000 $5000 $1000 $6000
Access tracks
Strip topsoil shape and compact track with site gravel metre 150 $4000 $5000 $1000 $6000
Erosion controls - General
Supply and place jute stones boulders and coir logs metre 250 $4000 $3000 $2000 $5000 $10000
Erosion controls - Construction works Controlled Activity Approval Works
Desilting of Dam 2 installation of outlet structures including spillways and erosion protection of the dam discharge and other water flows to Blaxland Creek as per CAA Application Item 1 $7500000 $75000 $75000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 15000 $1000 $30000 $30000 $30000 $20000 $15000 $25000 $150000
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 55 Patons Lane Resource Recovery Centre Orchard Hills
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 12000 $1000 $40000 $40000 $20000 $2000 $1000 $17000 $120000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 15000 $1000 $30000 $30000 $30000 $20000 $10000 $30000 $150000 $529500
Yearly total $198000 $105500 $80000 $42000 $26000 $78000
2 Boundary Zone Cumberland Plain Woodland
Fencing
Supply and install stockexclusionsilt fencing metre 3600 $2500 $30000 $30000 $20000 $10000 $90000
Bioswales
Shape swales and respread stripped topsoil metre 4000 $3000 $40000 $40000 $20000 $20000 $120000
Access tracks
Strip topsoil shape and compact track with site gravel metre 2700 $3500 $40000 $40000 $10000 $90000
Erosion controls Supply and place jute stones and coir logs metre 2000 $2000 $20000 $10000 $10000 $40000
Slashing
Slash pastures and prepare for weed control revegetation
square metre 40000 $050 $10000 $5000 $1000 $500 $500 $3000 $20000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 40000 $1000 $50000 $50000 $50000 $40000 $30000 $180000 $400000
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 35000 $1000 $60000 $60000 $50000 $5000 $5000 $170000 $350000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 40000 $1000 $45000 $45000 $40000 $10000 $10000 $250000 $400000 $1510000
Yearly total $295000 $280000 $201000 $55500 $45500 $633000
3 QuarryLandfill Zone
Pasture land and screen planting
Fencing
Supply and install stockexclusionsilt fencing metre 3000 $2500 $20000 $20000 $10000 $25000 $75000
Bioswales
Shape swales and respread stripped topsoil metre 1000 $3000 $5000 $5000 $20000 $30000
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 56 Patons Lane Resource Recovery Centre Orchard Hills
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Access tracks (temporary)
Strip topsoil shape and compact temporary track with site material metre 3000 $2000 $10000 $10000 $10000 $30000 $60000
Erosion Controls Supply and place jute stones and coir logs metre 3000 $2000 $5000 $5000 $5000 $45000 $60000
Slashing
Slash pastures and prepare for weed control revegetation
square metre 530000 $050 $10000 $10000 $5000 $5000 $5000 $230000 $265000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 530000 $100 $20000 $20000 $20000 $10000 $10000 $450000 $530000
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 40000 $500 $30000 $30000 $20000 $20000 $20000 $100000 $220000
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Hydromulching
Apply hydromulch to disturbed and completed landforms
square metre 530000 $200 $60000 $60000 $20000 $20000 $20000 $880000 $1060000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 530000 $200 $20000 $20000 $20000 $20000 $20000 $960000 $1060000 $3360000
Yearly total $180000 $180000 $95000 $90000 $75000 $2740000
TOTAL $685700 $577200 $388700 $194200 $149200 $3523500 $5518500 $5518500
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 57 Patons Lane Resource Recovery Centre Orchard Hills
70 PLAN REVIEW AND MODIFICATION PROCEDURES As discussed previously in this plan the success of the entire rehabilitation process is dependent upon a number of unknown and dynamic natural processes taking place on the site The principles of bush regeneration recognize factors and must work with their impacts constantly in mind These natural processes include the following
Changing weather and soil conditions Varying rates of plant growth Uncertain seed banks Changing sources and causes of weed outbreaks Uncertain rates of natural regeneration
Short term and long term changes in any of these factors will affect the rehabilitation works being undertaken It is for this reason that the Plan presented here is an adaptive management plan This allows the scope of works to be adjusted and modified on a regular basis and as required The annual and monthly reports will monitor and identify any opportunities or constraints that may occur The regular reporting will then formulate the best work procedures to adopt and modify the plan to suit the site conditions This will enable prioritization of the budget and manpower to capitalize on any advantageous conditions and to control any threatening processes 80 SUMMARY AND CONCLUSION The current site is an environmentally degraded site The proposed Resource Recovery Centre has an opportunity to restore the entire site into a valuable and usable landscape that combines stock grazing with native bush land of high ecological significance and biodiversity It will help protect conserve and enhance a number of EECs and restore the rural setting of the site Implementation and on-going management of the site as proposed in this Bund Wall Landscaping and Vegetation Management Plan and the associated Rehabilitation Plan will achieve the required outcomes if it is implemented thoroughly and in a timely manner The Plan complies with all the relevant conditions of approval The Plan will exceed the environmental outcomes specified in the FMPPR and project approval The four key factors to be achieved by this Plan are detailed above and summarized below Control unnecessary further degradation during the site establishment and operation
phases by limiting the footprint created by the earthworks quarrying activities and the delivery of services on the site
Monitor and treat weed outbreaks with best practice bush regeneration techniques while encouraging native regeneration and undertaking revegetation
Restore the site to the natural mature landscape as quickly as possible Protect the two Ecologically Endangered Communities ndash Cumberland Plain Woodland
and River Flat Eucalyptus Forest
Rodney Cox AAILA
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Appendix 1
Site Establishment ndash Rehabilitation and Landscaping
Plan Drawing No PL201709A dated 10 January 2017
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Appendix 2
Landform and RehabilitationLandscaping Plan Drawing No PL 201710A dated 10 January 2017
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 1
Approval from DPampE to Stage Plan
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 2
Approval from DPampE for Huon Designs to undertake Plan
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 3
GHD Plans and Cross sections for Bund Reshaping and Related Works
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 4
Survey of Riparian Zone and DPI Water policies and guidelines
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 5
Report on EEC Impacts Project Approval Document Schedule 6 Condition 5 c
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 6
Reconciliation of the Requirements of Schedule 7 of the Project Approval
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 7
Response from Agencies
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Appendix 1
Site Establishment ndash Rehabilitation and Landscaping Plan Drawing No PL201709A dated 10 January 2017
Page 58 of 136
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Appendix 2
Landform and RehabilitationLandscaping Plan Drawing No PL 201710A dated 10 January 2017
Page 60 of 136
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Attachments 1
Approval from DPampE to Stage Plan
Page 62 of 136
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~-tk ---NSW GOVERNMENT
Planning amp Environment
Mr David White General Manager - Operations and Compliance Patons Lane RRC davidwhitepatonslanecomau
Dear Mr White
Contact Emma Barnet Phone 9228 6412 Email emmabarnetplanningnswgovau
Orchard Hills Waste and Resource Management Facility (MP 09_0074)
Thank you for your email of 8 February 2015 and letter of 5 May 2016 requesting the Secretarys approval for the staging of the submission of the Quarry Operation Management Plan (required by Condition 4 of Schedule 5) and engineering plans (required by Condition 6 of Schedule 3) in accordance with Condition 32 of Schedule 3 of the above Project Approval
The Department notes that Patons Lane RRC is seeking approval to submit the above plans in three distinct Stages as follows
1 Stage 1- which would cover the period to the end of the excavation of Cell 1 2 Stage 2 - which would cover the period to the end of the excavation of Cell 2 and 3 Stage 3 - which would cover the period to the end of the excavation of Cell 3
The Department has reviewed your request and approves the staging of the pre-site establishment management plans as above
If you have any enquires on this matter please contact Emma Barnet on 9228 6412 or emmabarnetplanningnswgovau
Yours sincerely
C auie_ C~ris Ritchie cf r 6 Director Industry Assessments As the delegate of the Secretarys
Department of Planning amp Environment 23-33 Bridge Street Sydney NSW 2000 I GPO Box 39 Sydney NSW 2001 I T 02 9228 6111 I F 02 9228 6455 I wwwplanningnswgovau Page 63 of 136
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 2
Approval from DPampE for Huon Designs to undertake Plan
Page 66 of 136
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Moumlbius p a r t n e r s ACN 605 342 550
MarketingEducationPlanningMediaCommunicationIssuesManagementStrategySustainabilityRecoveryRecyclingWasteDiversionTechnology
4 August 2015 Ms Carolyn McNally Secretary Department of Planning and Environment (DPampE) GPO Box 39 Sydney NSW 2001 Attention Mr Chris Ritchie Manager Industry by Email ChrisRitchieplanningnswgovau Re Orchard Hills Waste Project - Land amp Environment Court ndash Director Generals Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works Further to our letter of 27 April 2015 and conversations that your David Mooney has had with our Ben Haynes from Jensen Bowers since our meeting on 9 June 2015 we provide an amended schedule of consultants to address the issues raised by DPampE The changes to Table 1 (previously provided) have been highlighted in red for ease of reference These changes have been summarised below
1 Noise Expert assisting Lead Auditor ndash Richard Hayden of Acoustic Dynamics
We have replaced EMMGA with Richard Hayden of Acoustic Dynamics to assist the lead Auditor in addressing the noise issues relating to the audit Richardrsquos CV is also attached
2 Civil and Structural Engineers assessing capacity of Road Bridge on Luddenham Road - Taylor Thompson Whiting
We understand that DPampE had some concerns that the traffic engineer Craig Hazel did not have the technical expertise to undertake the investigations relating to the structural capacity of the Bridge on Luddenham Road south of the Mamre Road intersection We confirm that we propose to use TTW a very reputable firm of structural and civil consulting engineers to undertake this specialist task Details of this firm can be found at httpwwwttwcomau We note the Consent requirement for ldquoThe investigation must be carried out in consultation with Council and to the satisfaction of the Director Generalrdquo 3 Quarry Operation Management Plan ndash Greg Thompson of VGT
We propose Greg Thompson of VGT to undertake the preparation of the Quarry Operation Management Plan Greg has considerable experience in this field and was the preferred consultant for CSR Brickmaking who wish to extract the clay and shale resource
We note that no formal DPampE approval endorsement of the consultants undertaking this task was required by the Consent for this task We have however provided a CV as a courtesy
Page 68 of 136
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Re Director Generalrsquos Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works
Page 2 of 3
4 Asbestos and Contamination Management Plan (and CLM Act Audit Statement)
a Preparation of Asbestos and Contamination Plan - HIBBS amp ASSOCIATES PTY LTD Occupational Health amp Safety Consultants Environmental Management Consultants
We previously nominated SGA ndash KPMG for this role Hibbs and Associates have considerable experience with asbestos related issues and we believe that this firm is better suited to this particular task CVs for each of the staff members for this project including the principal Philip Hibbs are attached for DPampE review We disclose that Hibbs and Associates provided the previous owner with a quotation for hourly rates to undertake works on the site We confirm that no works were undertaken whatsoever and no payments we made to Hibbs and Assocaites in respect of this project by anyone Under these circumstances Hibbs and Associates meet the requirement of the Consent that they are independent We attach the only document relating to Hibbs and Associates which is a two page quotation
b Audit ndash Dr Ian Swane (Jacobs) We also wish to clarify that the Audit component of these works will be undertaken by Dr Ian Swane who is also an accredited EPA auditor Dr Swanersquos CV details have been provided previously
5 Establishment of Community Liaison Committee and Website Construction and Communications Plan ndash OFP Communications
These two tasks will be undertaken by Diana Forrester and Oliver Forrester of OFP Communications
We note that no formal DPampE approval endorsement of the consultants undertaking this task was required by the Consent for this task We have however provided a CV as a courtesy We also advise that the scope of works undertaken by OFP will include broader community consultation and liaison issues as we discussed during our last meeting on 9th June 2015 A CV for OFP is also attached confirming their experience with quarrying and waste related projects
We would appreciate your early response to our nominations
Yours sincerely
David White ndash Director Mobius Partners
Mobile 0434 560 022 Email davidwhiteraconsultingnetau
Page 69 of 136
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Re Director Generalrsquos Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works
Page 3 of 3
Attachments
Table 1 ndash Audit Tasks and Consent Conditions ndash cross referenced to nominated consultants ndash changes to original Table 1 highlighted in red CVs
1 Noise Expert assisting Lead Auditor ndash Richard Hayden of Acoustic Dynamics 2 Quarry Operation Management Plan ndash Greg Thompson of VGT 3 Preparation of Asbestos and Contamination Plan - HIBBS amp ASSOCIATES PTY LTD Occupational
Health amp Safety Consultants Environmental Management Consultants a CVs b Quotation Document
4 Establishment of Community Liaison Committee and Website Construction and Communications Plan ndash OFP Communications
Page 70 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
1 36 Detailed Engineering Plans
1A
Douglas Partners (geotechnicallandfill
engineeringleachate andgroundwater)
1A1 John Russell1A2 James Pitcher
1A3 Mike Nash1A4 Mike Thom
Inhouse NPER3 Engineer requiredNo formal DPampE approval endorsement of consultants
required by Consent for this task
Previously worked on project
1B
Not required
1C
Dr Ian Swane Jacobs (Geotechnicallandfill engineering leachate and
groundwater)
Table 1 Nomination of Consultants and Auditors 30 7 15 1 of 10Page 71 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
2 311 Pre Site Establishment Audit
2A
Not required see Column C
2B
Not required see Column C
2C1
Lead Auditor Trevor Brown Trevor Brownand Associates
Alternates
2C2 Ken Holmes KMH Environmental
2C3 Julie Dickson DECA
3 313 Surrender of Existing Consents
3A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
3B
Not required see Column C
3C
Not required done by Lead Auditor
4 315Obtaining Licences (EPL) and other
Approvals
4A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
4B
Not required see Column C
4C
Not required done by Lead Auditor
Table 1 Nomination of Consultants and Auditors 30 7 15 2 of 10Page 72 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
5 33 Dilapidation Report
5A
To be done by registered consultingengineer No formal DPampE approval
endorsement of consultantsrequired by Consent for this task
5B
Not required see Column C
5C
Lead Auditor assisted by Mark Tooker NPCConsulting (civil engineering)
6 47Asbestos and Contamination Management
Plan (and CLM Act Audit Statement)
6A
Consent condition requires thatindependent consultant be used for
these works
6B
Philip Hibbs and AssociatesAsbestos and Contamination
Management Plan
6B1 Philiip Hibbs6B2 Michael Fisher
6B3 Samantha OCallaghan6B4 Vanessa Bannatyne
6C1
Dr Ian Swane (asbestos and contaminatedland issues and audit)
7 416Air Quality and Greenhouse Gas
Management plan
7A
Aleks Todoroski Todoroski AirSciences (air quality and greenhouse
gas)
7B
Not required
7C
Iain Cowan ERM (air quality andgreenhouse gas)
Table 1 Nomination of Consultants and Auditors 30 7 15 3 of 10Page 73 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
8 42 Soil Water and Leachate Management Plan
8A1 (see 1A1 4)
James Pitcher John Russell MikeNash Mike Thom Douglas Partners
(Leachate and groundwater)
8A2
Craig Bagnall Niche EH (surfacewater soils)
8A3
Mark Wainwright BMT WBM(surface water soils)
All previously worked on project
8B
Not required
8C1 (see 1C)
Dr Ian Swane Jacobs (GeotechnicalLand ll engineering)
8C2 (see 52)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
Table 1 Nomination of Consultants and Auditors 30 7 15 4 of 10Page 74 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
9 426 Noise Management Plans
9A
John Wasserman and Brian ClarkeWilkinson Murray (Acoustic
Consultants) Previously worked onproject
9B
Not required
9C
Richard HaydenAcoustic Dynamics (PrincipalManaging
Director)
10 43Construction Traffic Management Plan and
Bridge Investigation
10A
No formal DPampE approval endorsement of consultants
required by Consent for this task
Craig Hazel Traffic Solutions Pty Ltd(Traffic Engineers) Previously
worked on project
Bridge Investigations beingundertaken by specialist structural
and civil engineering firm TTW(Taylor Thompson Whiting)
10B
Not required
10C
Tim Rogers andor Josh Hollis ColstonBudd Hunt amp Kafes Pty Ltd (Traffic
Engineers)
Table 1 Nomination of Consultants and Auditors 30 7 15 5 of 10Page 75 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
11 439 Landscaping at 202 Luddenham Rd
11A
No formal DPampE approval endorsement of consultants
required by Consent for this task
Huon Designs (Landscape Architectslandform design constructionrestora on and maintenance)
11A1 Rod Cox11A2 Robyn Cox
11B
Not required
11C
Alex Fraser Fraser Environmental(Statutory compliance environmental
rehabilitation natural resourcemanagement)
12 44Bund Wall Landscaping and Vegetation
Management Plan
12A (see 11A)
No formal DPampE approval endorsement of consultants
required by Consent for this task
Huon Designs (Landscape Architectslandform design constructionrestoration and maintenance)
12B
Not required
12C (see 11C)
Alex Fraser Fraser Ecological Consulting(Statutory compliance environmental
rehabilitation natural resourcemanagement)
Table 1 Nomination of Consultants and Auditors 30 7 15 6 of 10Page 76 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
13 443 Fire and Emergency Management Plan
13A
Planager Pty Ltd (Risk Assessmentand Emergency Planning)
13A1 Karin Nilsson13A2 Anne Lewis
13B
Not required
13C
Dean Shewring Pinnacle Risk Management(Risk Assessment and Emergency Planning)
14 445 Install Site Security
14A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
14B
Not required
14C
Lead Auditor
15 446 Rehabilitation Plan
15A (see 11A)
Rod Cox and Robyn Cox HuonDesigns (Landscape Architectslandform design constructionrestoration and maintenance)
15B
Not required
15C (see 11C)
Alex Fraser Fraser Environmental(Statutory compliance environmental
rehabilitation natural resourcemanagement)
Table 1 Nomination of Consultants and Auditors 30 7 15 7 of 10Page 77 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
16 51Establishment of Community Liaison
Committee
16A
Diana ForresterOFP Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
16B
Not required
16C
Lead Auditor
17 54 Quarry Operations Management Plan
17A
Mr Greg ThompsonVGT Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
17B
Not required
17C
Phil Towler EMGA Mitchell McLennan(Environmental assessment amp
management)
Table 1 Nomination of Consultants and Auditors 30 7 15 8 of 10Page 78 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
18 55Landfill Environmental Management Plan
LEMP
18A1 (see 1A1 4)
John Russell Mike Nash Mike ThomDouglas Partners (Leachate and
groundwater)
18A1 (see 8A2 and 8A3)
Craig Bagnall Niche EH and MarkWainwright BMT WBM (surface
water soils)
All previously worked on project
18B
Not required
18C1 (see 1A)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
18C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
19 51Website Construction and Communications
Plan
19A
Diana ForresterOFP Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
19B
Not required
19C
Lead Auditor
Table 1 Nomination of Consultants and Auditors 30 7 15 9 of 10Page 79 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
20 7Fn Plan for Disposal of Water in Cell 1
20A
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
20B
Not required
20C (see 1A)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
20C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
21 7I Installation and Monitoring of Piezometers
21A (see 1A)
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
21B
Not required
21C (see 1C)
Dr Ian Swane Jacobs(GeotechnicalLandfill)
22 7J Construction Quality Assurance Plan
22A (see1A)
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
22B
Not required
22C1 (see 1C)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
22C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
Table 1 Nomination of Consultants and Auditors 30 7 15 10 of 10Page 80 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 3
GHD Plans and Cross sections for Bund Reshaping and Related Works
Page 81 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SEDIMENT DAM 4 RELOCATION (401)
CONTINGENCY STOCKPILE AREA (601 AND 602)
NORTHEASTERN BUND(101 AND 102)
ADDITIONAL TRIMMING FORNORTHEASTERN BUND(INCLUDED IN 101 AND 102)
ADDITIONAL TRIMMING FORNORTHWESTERN BUND(INCLUDED IN 103 AND 104)
NORTHWESTERNBUND (103 AND 104)
SOUTH AND SOUTHWESTERNBUND (105)
RRA PLATFORM (501 AND 502)
NORTHERN RRA BUND (503)
SOUTHERN RRA BUND (504)
INITIAL LEACHATE EVAPORATIONDAM (301 AND 302)
SEDIMENT DAM 5 (402)LOCATION UNDER REVIEW
CELL 1 (201 AND 202)
CELL 2 (203 AND 204)
CELL 3 (205)
INTERCELL BUNDEXCAVATION (206)
EASTWEST BUND BOUNDARY
NORTHEASTERN BUND EXCAVATION - DELAYED WORKS(106)
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 429 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK001dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
BULK EARTHWORKS
001
B
21-25736
PRELIMINARY
1100
SEP 2016
A INITIAL ISSUE AD 060916
B REVISED AD 101016
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW FREEBURN
LAND ENGINEERING amp MINING SURVEYORS DATEDAUGUST 2007 AND SEPTEMBER 2016
2 TO BE READ IN CONJUNCTION WITH PRELIMINARY BULKEARTHWORKS ESTIMATES (GHD 2016)
3 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
Page 82 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
CH 200CH 400
CH 500CH 600
CH 700
CH 800
CH 900
CH 1000
CH 1100
CH 0CH 100
CH 200
CH 300
CH 400
CH 500
CH 700
CH 800
CH 100
CH 300
CH 1200
CH 600
CH 0
CH 100
CH 200
CH 300
NORTHERN BUNDREFER SK003 - SK005
NORTHERN BUNDREFER SK003 - SK005
SOUTHERN BUNDREFER SK006 - SK008
SOUTHERN BUNDREFER SK006 - SK008
RRA BUNDREFER SK009
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 423 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK002dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED PERIMETER BUNDS
002
C
21-25736
PRELIMINARY
12000
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW FREEBURN
LAND ENGINEERING amp MINING SURVEYORS DATEDAUGUST 2007 AND SEPTEMBER 2016
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPERTY BOUNDARY
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 83 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 100
-100
0036
0835
05-9
490
3660
3539
-895
238
0035
75-8
363
3877
3609
-784
837
8636
28
-722
637
5936
53
-657
137
5936
79
-592
437
5937
05-5
384
3759
3726
-467
137
5937
54-4
143
3759
3776
-349
437
7338
27-2
899
4001
4099
4182
-221
042
3343
9544
13-1
664
3901
4630
4475
-109
835
1148
7345
40
000
3399
5300
4630
611
3392
5127
4660
1699
3386
4598
4714
2207
3376
4604
4739
3288
3334
4317
4793
3799
3301
4112
4818
4340
3100
3898
4845
5087
2900
3601
4881
5734
2846
3342
4913
6475
2709
3048
4949
7016
2548
2832
4975
7614
2403
2594
5003
8126
2381
2398
5018
8653
2335
2325
5033
9384
2218
2330
5055
1000
022
2223
9550
73
OFFSET
EXISTING SURFACE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL 95
CH 300
-100
0036
2236
22-9
396
3669
3670
-847
937
3437
41
-768
938
0037
99
-675
838
7838
69-6
238
3918
3913
-544
539
5739
82
-445
540
5840
91
-374
042
3441
69-3
229
4231
4212
-266
944
0043
7142
42
-203
946
0146
0342
75-1
512
4768
4797
4303
-919
4898
5015
4332
000
4753
5300
4377
569
4400
5146
4405
1195
4116
4836
4437
1776
4020
4548
4465
2432
4033
4448
4498
3024
4053
4439
4527
3548
4047
4229
4554
4103
3852
4007
4581
4691
3516
3772
4610
5203
3201
3567
4634
6264
3124
3143
4686
7707
3105
3027
4756
9008
3063
3005
4819
9601
2987
2997
4848
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 165
CH 400
-100
0040
7740
62
-887
641
1340
99
-689
941
8641
99-6
386
4204
4207
-413
342
3043
06
-344
643
0043
37
-250
044
0044
4243
78-2
000
4567
4632
4400
-143
247
6848
4744
26
000
4892
5300
4491
530
4527
5135
4515
1157
4300
4822
4544
1692
4311
4555
4568
2537
4333
4313
4605
5489
4354
3238
4728
8657
4368
2823
4864
9328
4300
2844
4891
9978
4252
2864
4918
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 145
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
CH 200
-100
0037
093
3703
-920
437
359
3739
-865
537
627
3764
-796
038
000
3795
-740
940
000
3863
3901
-683
643
000
3942
3968
-623
344
221
4025
4040
-564
846
507
4112
4116
-510
949
691
4192
4279
-445
252
000
4235
4476
-359
652
261
4287
4733
-286
052
453
4333
4954
-229
852
000
4368
5123
-169
151
000
4405
5300
-110
248
382
4434
5205
000
4257
744
8946
9355
640
000
4517
4505
1230
3716
745
5145
1217
9734
018
4380
4580
2821
3141
939
9446
31
3451
3185
237
6146
6239
5730
000
3577
4687
5584
2803
430
1247
68
6378
2800
029
4548
08
7074
2800
029
4048
42
7915
2800
029
3448
83
9690
2760
929
2249
69
OFFSET
EXISTING SURFACE
DATUM RL 150
4088
4156
4205
FINAL LANDFORM
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1052 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 1
003
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 84 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 500
-100
0041
7041
48-9
408
4175
4146
-854
041
8041
45
-788
641
8141
50-7
301
4185
4159
-661
041
8941
73-6
108
4190
4184
-535
142
0842
05-4
820
4303
4228
-427
741
2342
51-3
757
4220
4274
-320
242
8543
5942
98-2
640
4599
4537
4324
-213
649
0046
9843
48
-149
549
1349
0343
78
-881
4701
5100
4407
000
4294
5300
4450
1078
3996
4849
4501
1829
4001
4486
4538
2771
4007
4244
4583
4528
4020
3682
4668
5178
4026
3275
4700
5686
4173
2936
4724
6660
4383
2903
4772
7329
4349
2923
4805
8454
4340
2955
4860
9358
4370
2980
4904
1000
043
8929
9749
36
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 160
CH 600
-100
0040
0640
00
-922
940
2440
26
-849
140
4640
51
-709
641
0041
13
-556
741
5741
95
-490
041
6942
28
-352
641
9943
1942
93-2
947
4570
4492
4320
-243
248
9946
4543
45
-164
550
0648
8043
82-1
075
4800
5049
4409
000
4427
5300
4461
645
4320
5077
4492
2247
4378
4367
4569
3154
4405
4395
4612
3898
4427
4216
4646
4925
4494
3729
4693
5791
4485
3222
4732
6367
4643
3007
4757
7298
4536
3036
4800
8208
4459
3064
4843
8994
4444
3088
4881
9538
4454
3104
4907
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 170
CH 700
-100
0040
5940
57
-920
640
8940
71
-750
941
3941
18
-501
842
0041
91
-433
042
0242
18
-336
242
1742
63-2
804
4440
4370
4289
-217
747
9745
9643
19
000
5083
5303
4419
2419
5080
4421
4538
3780
5061
4511
4604
4324
5076
4573
4627
4909
5087
4623
4654
6932
5128
4360
4746
9573
5101
4088
4875
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 260
CH 800
-100
0042
40
-922
342
68
-837
242
71
-733
042
8643
44
-668
043
0043
54
-591
843
2243
72
-495
343
2843
94
-372
343
2844
00-3
200
4400
4471
4400
-266
046
9946
6744
68-2
123
5000
4862
4543
-957
5220
5285
4625
000
5209
5508
4651
761
5203
5172
4663
1477
5125
4822
4668
2632
5114
4544
4668
3147
5108
4544
4668
3907
5095
4548
4665
4424
5100
4566
4660
4964
5110
4586
4654
5586
5100
4589
4646
6560
5015
4620
4640
7252
4909
4641
4632
7769
4859
4636
4627
8406
4780
4675
4622
8921
4695
4688
4619
9509
4616
4458
4616
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 285
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1053 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 2
004
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 85 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 900
-100
0044
2644
29
-836
144
5544
73
-621
044
9145
46-5
665
4499
4564
-484
346
0046
6245
91-4
296
4898
4777
4639
-378
951
7348
8347
09-3
188
5410
5008
4803
-236
253
9951
8149
32
-163
153
8953
3450
00
-905
5398
5485
5000
000
5331
5605
5008
1914
5163
4889
5049
3583
5100
4370
5085
4106
4837
4121
5088
4701
4572
3838
5091
5430
4600
3409
5099
6014
4557
3326
5113
8751
4555
3299
5137
9298
4793
3293
5143
1000
048
6332
8751
45
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 200
CH 1000
-100
0045
83
-937
745
8745
95
-766
845
9046
00-7
078
4599
4600
-455
646
3946
87
-382
347
0048
4547
23-3
321
4979
4969
4754
-280
152
6650
9647
85
000
5564
5672
5032
863
5500
5333
5052
1394
5168
5104
5064
1932
4831
4950
5077
4154
4720
4301
5129
4741
4722
4016
5143
5968
4753
3462
5172
8214
4742
3500
5224
8786
4744
3500
5236
9325
4800
3500
5248
1000
050
7034
4052
63
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 215
CH 1100
-100
0047
17
-903
447
35
-808
347
5647
29
-662
747
7547
81
-523
047
9948
00
-386
748
3448
00
-284
448
3348
8648
00-2
241
4900
5092
4800
-166
351
9152
8948
53-1
072
5567
5496
4932
000
5658
5738
5013
528
5652
5499
5024
2128
5600
4967
5060
2715
5300
4951
5072
3287
5000
4679
5085
3806
4901
4432
5096
6678
4932
2904
5155
7291
4942
2911
5168
8643
4936
2926
5193
9857
4932
2939
5213
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 165
CH 1200
-100
0047
50
-899
447
5446
72
-801
047
5247
37-7
508
4759
4746
-682
447
6147
43-6
285
4759
4747
-569
647
6547
59
-489
347
6647
60
-394
047
6947
56
-326
147
6047
68-2
705
4800
4882
4782
-215
951
4950
9647
95-1
607
5500
5312
4801
-100
958
9955
4648
20
000
5853
5804
4847
680
5851
5529
4866
1696
5900
5085
4890
2212
5600
4898
4901
2741
5248
4906
4909
3296
4900
4836
4912
5786
4888
3421
4975
7537
4935
3038
5006
1000
049
9230
6650
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 175
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION(INFERRED AT THIS LOCATION)
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 407 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 3
005
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 86 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
-100
0048
31
-927
748
08
-750
347
4747
53-6
959
4757
4765
-606
047
2447
50
-530
247
0347
42
-462
047
0047
35
-372
248
0047
31
-306
848
1748
05-2
475
4710
4821
-117
547
1048
56
-570
4710
4869
000
4710
4872
681
4710
4881
1350
4710
4891
4714
4710
4914
5537
4710
4919
6365
4710
4925
6885
4710
4928
7612
4710
4931
8151
4710
4931
1000
047
1049
14
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 325
CH 100
-100
0051
34
-920
651
55
-851
751
62
-778
051
56
-707
851
50
-596
951
0051
13
-535
151
0650
98
-365
050
2850
66-3
111
5007
5063
-256
452
6350
61-1
976
5574
5045
-142
559
7050
5056
22
000
6145
5067
5715
890
6101
5082
5750
1411
5863
5098
5727
1918
5580
5103
5575
2503
5201
5109
5505
3122
5035
5114
5286
3880
5008
5122
5018
4804
4985
5133
4939
5739
4982
5149
4934
6585
4983
5158
4929
7245
4998
5163
4926
7750
5013
5167
4923
8338
5039
5171
4920
8881
5063
5175
4917
9403
5071
5178
4914
9962
5053
5182
4911
OFFSET
EXISTING SURFACE
CELL DESIGN LEVEL
FINAL LANDFORM
SOUTHERN BUND DESIGN LEVEL
RRA PLATFORM
DATUM RL 360
CH 200
-100
0055
84
-920
955
52
-838
056
01
-759
556
00
-671
155
97
-606
855
87
-510
755
5255
62
-429
455
2255
33
-318
655
2155
14-2
612
5506
5505
-199
857
9955
0357
06-1
497
6049
5502
5714
000
6365
5496
5736
1467
6306
5493
5758
2105
6099
5495
5768
2654
5801
5497
5776
3194
5798
5499
3698
5167
5493
4403
4960
5483
5146
4976
5476
5877
5000
5477
7271
5009
5468
7872
4970
5466
9103
4921
5453
9997
4921
5448
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CH 300
-100
0057
88
-585
057
7756
00
-441
257
6456
00
-307
257
0156
00-2
544
5974
5600
5816
-199
162
8256
0058
06
-126
665
0756
0057
90
000
6485
5600
5761
1116
6400
5600
5736
1812
6346
5600
5722
2542
6318
5600
5708
3196
6001
5600
5699
3699
5800
5600
5691
4216
5611
5600
4903
5517
5600
5693
5399
5600
6290
5275
5593
6862
5238
5582
7589
5233
5570
8101
5138
5560
8921
5091
5547
9485
5000
5537
1000
049
4955
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
5657
5463
5207
4919
4915
4909
4906
4900
4895
5595
5419
5219
5152
5165
5129
5033
4971
4928
4914
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1056 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 1
006
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 87 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 400
-100
0054
5954
52
-938
054
5854
63-8
798
5457
5467
-678
254
9354
70
-611
455
0654
70
-546
155
0054
72
-361
954
8854
92-3
039
5756
5501
-249
960
2455
1058
76-1
944
6300
5518
5874
000
6439
5543
5866
1064
6476
5556
5862
1689
6400
5565
5860
2273
6300
5572
5857
3106
5926
5579
5844
3645
5669
5583
4465
5400
5588
5172
5200
5591
5786
5008
5593
6777
4976
5594
8721
4945
5593
9385
4952
5592
1000
049
6155
89
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CH 500
-100
0052
65
-908
352
4952
59
-773
552
6752
65
-566
252
8152
85
-469
852
9052
99
-400
352
9753
11
-334
053
0053
22-2
808
5600
5332
-227
559
0053
4157
87-1
765
6189
5349
5795
000
6329
5379
5823
1022
6300
5391
5845
1639
6000
5400
5859
2247
5887
5405
5890
2770
5700
5409
3517
5389
5414
4034
5085
5417
4803
4869
5421
5309
4876
5423
6268
4800
5426
6862
4768
5428
8266
4795
5430
9415
4816
5430
1000
048
2854
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 350
CH 600
-100
0050
4450
35
-908
150
4450
33
-820
950
3850
38-7
645
5035
5036
-612
550
2950
27
-532
150
2350
28
-451
850
1150
24
-347
551
0050
44-2
897
5458
5050
-234
658
0050
6057
40-1
845
6108
5073
5744
-666
6283
5105
5754
000
6292
5123
5760
1453
6300
5162
5774
2007
6100
5177
5779
2523
5800
5191
5784
3143
5400
5200
3661
5100
5221
4575
5057
5249
5482
5069
5284
6218
5090
5312
7375
5093
5357
7913
5100
5378
8683
5166
5400
9219
5171
5400
9970
5172
5400
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 350
CH 700
-100
0052
6151
23
-938
752
4251
02-8
876
5200
5088
-826
052
8950
71
-757
152
8750
50-7
011
5286
5032
-624
552
6350
21-5
704
5271
5017
-499
252
5250
14-4
400
5219
5016
-385
851
4150
20
-325
051
4950
29-2
681
5165
5038
-201
154
0050
54-1
490
5634
5069
-846
5999
5087
5750
000
6289
5111
5732
873
6269
5137
5719
1425
6315
5154
5697
1999
5930
5170
5411
2614
5518
5188
5104
3223
5110
5206
4800
3784
4862
5217
4761
4778
4713
4533
5240
6494
4652
3639
5262
8174
4701
2996
5286
8707
4700
2992
5291
9245
4630
2988
5296
9843
4443
2983
5298
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 170
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
5698
5355
5050
4889
4892
4896
4897
4899
5732
5465
5268
4960
4848
4846
4844
4846
4848
4850
5545
5337
4971
4791
4793
4797
4798
4800
4801
4803
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1055 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 2
007
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 88 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 800
-100
0050
8350
95
-828
550
6650
59
-554
050
1150
01
-336
649
3749
85
-232
649
4649
59-1
804
5299
4947
-121
857
0149
32-6
8660
6649
1957
19
000
6478
4902
5720
784
6373
4889
5719
1401
6309
4895
5476
1907
6005
4904
5247
2514
5604
4922
4968
3107
5202
4946
4811
3765
4829
4971
4811
4337
4789
4582
4991
5673
4847
3945
5021
6362
4900
3531
5035
6869
5018
3193
5040
7483
5100
2897
5047
8096
5096
2891
5052
8633
4926
2886
5057
9141
4700
2881
5058
9988
4599
2873
5061
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 160
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1055 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 3
008
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 89 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
-100
0046
0054
7931
13
-890
245
6954
7931
29-8
370
4600
5476
3183
-525
946
6654
5242
26
-449
146
7654
4544
79
-358
646
8654
3346
86
-278
547
0054
2447
79-2
284
4755
5418
4964
-172
148
5554
1051
46-1
164
4927
5403
5325
-647
4981
5393
5492
000
5049
5376
5700
559
5089
5358
1416
5157
5332
1989
5159
5315
2663
5200
5294
3253
5261
5275
3813
5300
5260
4412
5326
5241
4912
5346
5228
5471
5346
5218
5991
5338
5207
6581
5359
5201
7131
5386
5200
7773
5388
5200
8297
5350
5200
8990
5338
5202
9606
5364
5210
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DESIGN SURFACE
DATUM RL 185
CH 100
-100
0049
0056
3132
18
-900
549
0056
2532
45-8
436
4700
5621
3261
-747
147
0056
1532
53
-617
647
0056
0732
37
-551
346
6756
0335
91
-449
346
5955
8641
44
-348
846
8055
6446
39
-286
047
0055
5047
00
-159
147
0055
2250
96
-580
4700
5499
5477
000
4673
5486
5700
606
4646
5473
5593
1387
4640
5455
4789
2062
4655
5440
4789
2784
4689
5424
3946
4698
5400
4560
4700
5400
5236
4699
5400
6023
4763
5400
4809
6608
4821
5400
4812
7391
4896
5400
4816
7914
4930
5400
4819
8447
4965
5400
4822
8990
4990
5400
4824
9613
4970
5400
4828
OFFSET
EXISTING SURFACE
DATUM RL 195
CH 200
-100
0049
7253
91-9
470
4948
5397
-892
849
4154
02
-729
049
2554
14-6
747
4900
5418
-609
349
0054
22
-541
649
0054
26
-426
549
0054
30-3
759
4904
5431
-323
249
3454
32
-257
049
7454
31
-176
850
0054
29
-111
750
0054
26
000
5000
5418
655
5000
5411
1334
5000
5403
2047
5082
5392
2719
5300
5376
3229
5336
5365
3995
5400
5349
4565
5200
5335
5141
5064
5320
5741
5000
5330
6592
4886
5343
7221
4867
5353
7835
4847
5363
8560
4824
5374
9206
4804
5384
9893
4760
5395
OFFSET
EXISTING SURFACE
DATUM RL 180
CH 300
-100
0048
5448
4948
54
-928
648
8248
6548
82
-868
248
8348
8048
83
-802
649
0048
9449
00-7
496
4900
4906
4900
-698
949
8949
2049
89-6
450
5000
4936
5000
-592
649
1449
5249
14
-507
249
1049
7749
10
-380
549
4650
1350
57-3
233
4956
5028
5153
-220
249
5550
5453
26-1
697
4965
5060
5412
-637
5000
5081
5592
000
5001
5095
5700
1365
5037
5123
5214
2315
5061
5143
4862
3330
5100
5164
4860
3906
5158
5176
4859
4409
5252
5187
4857
4937
5500
5198
4856
5515
5700
5200
4855
6269
5700
5206
4853
6884
5304
5222
4852
7393
4987
5237
4851
7984
4900
5255
4850
8497
4900
5270
4849
9551
4865
5302
4846
OFFSET
EXISTING SURFACE
DATUM RL 295
FINAL LANDFORM
DESIGN SURFACE
FINAL LANDFORM
DESIGN SURFACE
FINAL LANDFORM
DESIGN SURFACE
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
3102
3116
3131
3168
3270
3700
4187
4741
4904
4934
4974
5115
5324
5700
5625
5227
4876
4818
4819
4820
4821
4822
4823
4825
4826
4827
4828
4829
4830
5658
5307
5368
5409
5428
5447
5476
5481
5471
5483
5517
5516
5508
5500
5488
5505
4793
4799
4802
4805
TOP OF WASTE
CLAY SHALE INTERFACE
TOP OF WASTE
CLAY SHALE INTERFACE
TOP OF WASTE
CLAY SHALE INTERFACE
CLAY SHALE INTERFACE
RRA PLATFORM
RRA PLATFORM
RRA PLATFORM
RRA PLATFORM
CELL 3
CELL 3CELL 3
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1054 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK009dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
NORTHERN RRA BUND
CROSS SECTIONS - SHEET 1
009
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 90 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
35
35
35
35
35
35
40
40
40
45
45
45
45
50
50
50
55
55
55
55
50
50
20
20
25
25
30
30
30
30
3030
3030
30
30
30
30
30
30
3030
30
30
30
30
30
3030
30
35
35
35
35
35 35
35
35
3535
35
35
35
35
3535
35
35
35
35
35
35
35
35
3535
35
35
40
40
40
40
40
40
40
40
45
45
45
45
30
35
35
35
40
40
40
40
404040
40
4045
45
45
45
45
45
45
4545
45
4545 45
45
5050
50
50
50
5050
50
5050
50
5050
50
50
50
50
5555
55
55
55
5555
5540
45
4545
45
50
5050
50
40
50
50
50
55
55
55
55
50
55
55
55
5050
50
50
50
5555
55
50
50
5050
55
55
5555
45
45
45
50
50
50
50
50
ASK021
BSK021
CSK022
DSK022
ESK023
EXTENT OF TRANSMISSION LINE EASMENT
30m PYLON EXCLUSION ZONE
30m PYLON EXCLUSION ZONE
30m PYLON EXCLUSION ZONE
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 426 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK020dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
020
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N LEGEND
DESIGN CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED AUGUST 2007 AND SEPTEMBER2016
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPERTY BOUNDARY
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 91 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONASK020 2000SCALE 1
SECTIONBSK020 2000SCALE 1
032
632
632
39
2035
6335
6334
47
4036
9536
9535
45
6037
6437
6436
32
8037
5937
5937
06
100
376
376
379
120
3908
4593
4446
140
344
5346
28
160
3383
4635
4723
180
3279
4025
4813
200
266
3235
4879
220
2016
2427
4901
240
2016
1849
1
260
2016
1849
02
280
2315
2409
4893
300
2374
2783
4927
320
2355
2804
4967
340
2824
283
4997
360
4395
285
5002
380
5137
2896
4978
400
5225
3567
4921
420
5406
4583
4865
440
6007
5033
4817
460
6374
5725
48
480
5346
5346
4837
4988
649
3649
3649
06
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -1030 0
3991
3991
3988
2042
541
3141
41
4046
1245
8442
67
6048
2653
4365
8041
3644
6144
66
100
4038
4067
4566
120
3116
3269
4665
140
3088
3017
4763
160
2962
2994
4862
180
2889
2972
4962
200
2862
295
5062
220
2858
2928
5161
240
2875
2922
5251
260
3025
2944
5339
280
3162
2966
5419
300
4013
2988
5455
320
4414
3008
5479
340
4488
303
549
360
4461
3052
5498
380
4514
3249
5509
400
4601
3333
552
420
4592
3443
5516
440
4609
448
5498
460
465
4924
5472
480
4715
5641
5444
500
4777
4768
5406
520
4838
478
5351
540
5009
479
5316
560
5179
4853
2
580
5275
481
5323
600
5303
482
5327
620
4959
483
5374
640
478
484
542
660
496
485
5453
680
5157
486
5487
700
5319
487
5521
720
5069
488
5555
740
4975
489
559
760
5002
5150
56
780
6143
567
56
800
6427
5729
56
820
6469
5793
56
840
5721
5721
5684
886
5746
5746
56
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -920
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
CLAY SHALE INTERFACE
NORTHWEST BUND
CELL 1
CELL 1 SUMP TOP OF WASTECLAY SHALE INTERFACESOUTHERN BUND
FINAL LANDFORM
CLAY SHALE INTERFACE
NORTHWEST BUND
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
NORTHERN RRA BUND
FINAL LANDFORM
RRA PLATFORM
SOUTHERN RRA BUND
INDICATIVE TEMPORARY EXCAVATION BATTER
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 328 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
021
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 92 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONCSK020 2000SCALE 1
SECTIONDSK020 2000SCALE 1
041
0641
0641
25
2041
6441
6442
27
4045
9845
1143
2
6046
8551
0544
14
8043
1448
5945
1
100
4402
4379
4608
120
4419
3629
47
140
4509
3018
4794
160
4441
3077
4889
180
4476
3137
4983
200
4969
3197
508
220
5059
3231
5178
240
454
3171
5258
260
4568
317
5331
280
4605
323
5363
300
4653
329
5388
320
5449
3498
5394
340
5467
2994
5396
360
4829
3653
96
380
4886
2951
5386
400
4934
2998
536
420
5486
3041
5329
440
5504
3024
5302
460
4928
3082
5262
480
4962
314
5214
500
5005
3121
5158
520
5014
306
5091
540
5007
3627
5036
560
4986
4663
4992
580
4958
4958
4953
600
4871
4871
4913
620
4816
4816
4882
640
4797
4797
4862
660
471
471
4872
680
471
471
488
700
471
471
4898
720
471
471
4912
740
471
471
4904
760
4704
4704
4895
780
471
471
4885
800
471
471
4867
820
471
471
4816
840
4716
4716
4761
8488
647
3247
3247
76
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -910 0
3868
3868
3876
2042
7942
7939
92
4033
0233
0243
44
6020
1618
4741
8020
1618
50
100
2016
1850
38
120
2343
1829
5079
140
2513
267
5119
160
2703
2874
5158
180
2722
2833
5197
200
2762
2861
5215
220
2846
2883
525
240
2876
2905
5262
260
2893
2927
5273
280
2888
2949
5286
300
2908
2956
53
320
3087
3003
5312
340
3681
3074
5326
360
4456
3159
534
380
445
2987
5353
400
445
2992
536
420
4655
2998
5363
440
4539
3018
5356
460
4503
3037
5349
480
4513
3056
5341
500
4527
3076
5326
520
4533
3095
5314
540
4536
3115
5306
560
4553
3134
529
580
456
3153
5292
600
458
3173
5259
620
4596
3192
5234
640
4593
3214
5208
660
4592
324
5184
680
4636
4082
5141
700
4641
4916
5096
720
5332
5582
505
740
5466
5317
5005
760
511
4901
4732
780
4538
4538
4586
7907
453
453
4566
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -1030
FMPPR EXTENT OF EXTRACTIONFMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTIONFMPPR EXTENT OF EXTRACTION
NORTHEAST BUND
CELL 2
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 3
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 2
CELL 1 SUMP NORTHEAST BUNDINDICATIVE TEMPORARY EXCAVATION BATTER
CLAY SHALE INTERFACE
INDICATIVE TEMPORARY EXCAVATION BATTER
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1141 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
022
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 93 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONESK020 2000SCALE 1
042
1342
1342
1
2044
6244
6243
03
4036
0436
1645
63
6034
7328
7348
8
8035
2228
0850
22
100
3416
2865
5067
120
3282
2927
5112
140
3493
2988
5157
160
3515
3003
5202
180
3563
2943
5247
200
3573
2957
5292
220
3718
3014
5337
240
3934
3064
5382
260
407
3122
5426
280
4434
3068
547
300
4477
3048
5514
320
4495
3323
5558
340
454
3161
5601
360
4596
3145
5629
380
4701
3124
5651
400
4684
3111
5663
420
4691
3094
5662
440
4713
3077
5642
460
489
306
5617
480
5041
3044
5595
500
5114
3027
5552
520
5148
301
5508
540
5178
2994
5464
560
5223
2977
542
580
5288
296
5377
600
5439
2944
5333
620
5201
2927
5289
640
4795
2909
5245
660
4788
2891
5201
680
4774
3604
5154
700
4778
4637
5108
720
546
5082
5061
740
5598
5665
5015
760
5122
513
4809
780
4726
4738
4738
7907
4718
4718
4708
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -920
FMPPR EXTENT OF EXTRACTION FMPPR EXTENT OF EXTRACTION
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 3
NORTHEAST BUNDINDICATIVE TEMPORARY EXCAVATION BATTER
CLAY SHALE INTERFACE
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1141 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
023
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 94 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
LOT 4DP 242968
LOT 2DP 586093
LOT 2DP 238092
LOT 42DP 738126
PATONS LANE
PATONS LANE
EASTWEST BUNDBOUNDARY
INITIALLEACHATEEVAPORATIONDAM
RRAPLATFORM
CELL 3
CELL 2CELL 1
LONG-TERMLEACHATEEVAPORATIONDAM
CONTINGENCYSTOCKPILEAREA
NORTHEASTERNBUND
NORTHWESTERNBUND
SOUTH ANDSOUTHWESTERNBUND
NORTHERN RRABUND
SOUTHERN RRA BUND
ADDITIONAL TRIMMING FORNORTHEASTERN BUND
ADDITIONAL TRIMMING FORNORTHWESTERN BUND
SEDIMENT DAM 5(PRELIMINARY CAPACITY 53MLSUBJECT TO DESIGN)
SEDIMENT DAM 6(CAPACITY 33ML SUBJECT TO DESIGN)
OUTLET AND SPILLWAY TOADJACENT PROPERTY
LANDFILL CELLACCESS ROAD
HAUL ROAD
SEDIMENT DAM 4A(PRELIMINARYCAPACITY 75MLSUBJECT TO DESIGN)
PROPOSED COMBINEDOUTLET STRUCTURE
30m PYLON EXCLUSION ZONE
SEDIMENT DAM 3B(PRELIMINARY CAPACITY 31 ML SUBJECT TO DESIGN)
OUTLET TO ADJACENT PROPERTY
SEDIMENTDAM 6A(IF REQUIRED)
30m PYLON EXCLUSION ZONE
SPILLWAY
BLAXLAND CREEK
OUTLET TO BLAXLAND CREEK
DUPLICATE CULVERTTHROUGH BUND TO INCASE OF BLOCKAGE
AVERAGE CHANNELGRADE ~ 13
AVERAGE CHANNELGRADE ~ 19
AVERAGE CHANNELGRADE ~ 30
AVERAGE CHANNELGRADE ~ 16
AVERAGE CHANNELGRADE ~ 23
EXTENT OF TRANSMISSION LINE EASMENT
SEDIMENT DAM 3A(PRELIMINARY CAPACITY 31 ML SUBJECT TO DESIGN)
BIOSWALECONVEYINGDAM 3A OUTFLOW
SEDIMENT DAM 2A(CAPACITY SUBJECT TO DESIGN)
EXISTING DAM 2
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No16 December 2016 - 433 PM G2125736CADDDrawings21-25736-SK010dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
SURFACE WATER
010
F
21-25736
PRELIMINARY
12000
DEC 2016
E REVISED AD 081216
F REVISED AD 161216
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN - LAND ENGINEERING amp MININGSURVEYORS DATED SEPTEMBER 2016
2 TO BE READ IN CONJUNCTION WITH SK011CATCHMENT PLAN (GHD 2016)
3 SUBJECT TO CHANGE BASED ON DEVELOPMENT OFCONCEPT DESIGN
4 ON-SITE DRAINAGE TO BE DESIGNED TO PROVIDECAPACITY FOR THE 1 IN 20 YEAR AVERAGERECURRENCE INTERVAL (ARI) STORM EVENT
5 INTERNAL ROAD CULVERTS AND PIPES THROUGHBUNDS TO BE DESIGNED FOR 1 IN 100 YEAR ARISTORM CAPACITY
6 SEDIMENT BASINS TO BE DESIGNED TO PROVIDE FOR90TH PERCENTILE 5 DAY RAINFALL CAPACITY INACCORDANCE WITH THE REQUIREMENTS OFMANAGING URBAN STORMWATER - SOILS ANDCONSTRUCTION MANUAL (DECC 2004)
7 SEDIMENT DRAINAGE CHANNELS GENERALLY TOCOMPRISE GRASSED SWALES LAID ON EROSIONCONTROL MATTING AND UNDERLAIN BY TOPSOIL
8 BIORETENTION DRAINS GENERALLY TO COMPRISEGRASSED CHANNEL UNDERLAIN BY BELOW GROUNDFILTER MEDIA
9 PERIMETER DRAINS TO CONVEY SEDIMENT LADENRUNOFF DURING BUND RESHAPING WORKS ASSHOWN TO BE CONVERTED TO CLEAN WATERDRAINS FOLLOWING BUND REVEGETATION
10 ROCK RIPRAP OUTLET PROTECTION TO BE PROVIDEDAT OUTLETS OF ALL SEDIMENT BASINS
11 ALL SEDIMENT BASINS TO INCORPORATE GABION ORROCK LINED EMERGENCY SPILLWAY
12 SEDIMENT AND EROSION SOURCE CONTROLS TO BESHOWN SEPARATELY ON SEDIMENT AND EROSIONCONTROL PLAN INCORPORATING STAGING OFESTABLISHMENT WORKS
13 ALL CAPACITIES AND SIZINGS ARE INDICATIVE ONLYAND SUBJECT TO DESIGN
DAM
CLEAN WATER DRAINAGE CHANNEL
SEDIMENT DRAINAGE CHANNEL
HEADWALL AND CULVERT
ACCESS ROAD
ROCK CHECK DAM
LOW LEVEL BERM TO EXCLUDECLEAN WATER RUN-ON
Page 95 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 4
Survey of Riparian Zone and DPI Water policies and guidelines
Page 96 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
35
35
40
40
40
20
30
3535
35
30
35
35
35
40
40
40
4545
45
4545 45
45
50
50
5050
50
50
5040
4545
45
5050
50
40
20
40
PROPOSED COMBINEDOUTLET STRUCTURE
40m RIPARIAN CORRIDOR BUFFER
20m RIPARIAN CORRIDOR BUFFERRIPARIAN CORRIDOR
PROPOSED DAM 3A
RELOCATED DAM 4A
PROPOSED NORTHWESTERN BUND
PYLON EXCLUSIONZONE
PYLON EXCLUSIONZONE
PROPOSED DAM 2A
EXISTING DAM 2
BLAXLAND CREEK
SITE BOUNDARY
SITE BOUNDARY
DAM 4 OUTLET TO DAM 3B
WESTERN BOUNDARY CLEAN WATER DRAIN
DAM 3B CLEAN WATER OVERFLOW
DAM 2A OUTLET TO DAM 2
DAM 3A OVERFLOW TO DAM 2A
20
40
PROPOSED COMBINEDOUTLET STRUCTURE
40m RIPARIAN CORRIDOR BUFFER
20m RIPARIAN CORRIDOR BUFFERRIPARIAN CORRIDOR
PROPOSED DAM 3A
RELOCATED DAM 4A
PROPOSED NORTHWESTERN BUND
PYLON EXCLUSIONZONE
PYLON EXCLUSIONZONE
PROPOSED DAM 2A
EXISTING DAM 2
BLAXLAND CREEK
SITE BOUNDARY
SITE BOUNDARY
DAM 4 OUTLET TO DAM 3B
WESTERN BOUNDARY CLEAN WATER DRAIN
DAM 3B CLEAN WATER OVERFLOW
DAM 2A OUTLET TO DAM 2
DAM 3A OVERFLOW TO DAM 2A
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No8 December 2016 - 1144 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK026dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
SURFACE WATER
026
C
21-25736
PRELIMINARY
11000
DEC 2016
B REVISED AD 071216
C REVISED AD 081216
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN - LAND ENGINEERING amp MININGSURVEYORS DATED SEPTEMBER 2016
2 PROPOSED WORKS ARE SUBJECT TO CHANGE BASEDON DEVELOPMENT OF DETAILED DESIGN
DAM
CLEAN WATER DRAINAGE CHANNEL
SEDIMENT DRAINAGE CHANNEL
HEADWALL AND CULVERT
ACCESS ROAD
STORMWATER ARRANGEMENT OVER EXISTING SURVEY
STORMWATER ARRANGEMENT OVER PROPOSED SURFACE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
TRANSMISSION LINE EASEMENT
Page 97 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for instream works on waterfront land These guidelines relate to the design and construction of works within a watercourse or on waterfront land Instream works include modifications or enhancements to the watercourse channel realignment bed control structures pipe laying and cable trenching etc
Instream works are regulated by the controlled activity provisions of the Water Management Act 2000 (WM Act) The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means that a controlled activity approval must be obtained from the NSW Office of Water before commencing the controlled activity
What are the aims and objectives for instream works The design and construction of works or activities within a watercourse or adjoining waterfront land should protect and enhance water flow water quality stream ecology and existing riparian vegetation Impacts on the hydrologic hydraulic and geomorphic functions of a watercourse should also be minimised
Consultation with relevant government agencies at the concept stage of development and during the design phase is recommended so that good outcomes can be identified planned for and achieved
The design and construction footprint and the extent of disturbances within waterfront land should be minimised
Asset protection zones and all ancillary infrastructure such as utility easements detention basins and water quality control structures roads pathscycle ways should be located outside the riparian corridor or in accordance with the NSW Office of Water guidelines for riparian corridors which may allow some works to be located within the outer 50 per cent of the vegetated riparian zone
All waterfront land disturbed by the construction or installation of a controlled activity should be rehabilitated in such a way that the integrity of the watercourse and its riparian corridor is restored or rehabilitated
What should be considered The design and construction of instream works should consider but not be limited to the following
Identify the width of the riparian corridor in accordance with the NSW Office of Water guidelines for riparian corridors
Consider the full width of the riparian corridor and its functions in the design and construction of any instream works Where possible the design should accommodate fully structured native vegetation
Identify alternative options and detail the reasons for selecting the preferred options Minimise the design and construction footprint and proposed extent of disturbances to soil and
vegetation within watercourse or waterfront land Maintain or mimic existing or natural hydraulic hydrologic geomorphic and ecological functions of the
watercourse Demonstrate the instream works will not have a detrimental impact on these functions
Page 98 of 136
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Maintain the natural geomorphic processes o Accommodate natural watercourse functions o Establish natural bed and bank profiles for example meanders chain of ponds surface water
pools and riffles and bed controls o Allow for the movement of sediment and woody debris o Prevent increased scour and erosion of the watercourse bed or banks in any storm events o Avoid locating works or structures on bends in the channel unless they are structures to restore
stability o Address existing bed degradation to protect structures and restore channel and bed stability
Maintain the natural hydrological regimes o Accommodate site hydrological conditions for example maintain low flows o Do not alter natural bank full or floodplain flows Modifications to watercourses should be based on
roughness coefficients that represent the lsquonaturalrsquo state including fully structured mature riparian vegetation
o Do not change the gradient of the bed except to address existing bed and bank degradation o Do not increase velocities by constricting flows
Protect against scour by designing and providing necessary scour protection for example rock rip-rap and vegetation
Stabilise and rehabilitate all disturbed areas including topsoiling revegetation mulching weed control and maintenance in order to adequately restore the integrity of the riparian corridor
Monitor and maintain all in-stream works until suitably stabilised
What information should be submitted for assessment When seeking approval to construct instream works the NSW Office of Water will rely on the above information to undertake its assessment and to determine if the activity should be approved All instream worksactivities should be designed and certified by suitably qualified persons
The following additional information will also be required
Detailed design drawings of proposed works (engineering certification may also be required) Detailed design drawings which include a surveyed plan cross sections (across the watercourse) and
a long section of the watercourse showing the proposed works relative to existing and proposed bed and bank profiles and water levels The cross section should extend to the landward limit of the identified riparian corridor All plans must include a scale bar
Detailed report of pre and post construction hydraulic conditions The report should address bank full discharge velocity tractive force or sheer stress afflux (Modified RTA method is acceptable) Froude and Manningrsquos lsquonrsquo roughness values relative to the proposed structure
Detailed plans of permanent bed and bank stabilisation works for scour protection Photographs of the site To assist with future monitoring and reporting all photo points should be
identified by GPS coordinates or by survey - particularly for large scale earthworks or extractive industries
A vegetation management plan prepared in accordance with NSW Office of Water guidelines for vegetation management plans
Sediment and erosion control plan A site management plan incorporating a works schedule sequence and duration of works
contingencies (in case of flood or similar) erosion and sediment controls and proposed monitoring and reporting periods
Costing of all works (materials labour) and stages of works (channel stabilisation rehabilitation) Copies of other relevant approvals for example land ownerrsquos consent or development consent
Page 99 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Controlled activities on waterfront land ndash Guidelines for instream works on waterfront land
3 NSW Office of Water July 2012
Will a maintenance period be necessary Applicants will also need to provide for a maintenance period of between three and five years after practical completion of each stage or until the site is stable The maintenance period will depend on the scope size and level of risk Engineering certification may be required at the end of the maintenance period
Maintenance includes sediment and erosion control the replacement of any works vegetation or areas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Maintenance should include sediment and erosion control replacement of any worksareas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Will a security deposit be required Applicants should note that if the likelihood of significant impact on the watercourse or waterfront land is identified security (as bank guarantees) may be required before the controlled activity is commenced The amount of security is usually based on the costings provided
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_b
Page 100 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for outlet structures on waterfront land These guidelines relate to the design of stormwater outlets and spillways from infrastructure including roads buildings constructed basinswetlands swales or other drainage works into a watercourse or waterfront land
Outlet structures on waterfront land are a controlled activity under the Water Management Act 2000 (WM Act)The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means a controlled activity approval must be obtained from the NSW Office of Water before commencing the controlled activity
What are the aims and objectives for outlet structures The design and construction of stormwater outlets should aim to be natural yet provide a stable transition from a constructed drainage system to a natural flow regime as seen in Figure 1
Figure 1 Natural outlet structure
Page 101 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
The design and construction footprint and extent of disturbance within the riparian corridor should be minimised even allowing for the intended discharge function to be achieved Refer to the NSW Office of Water guidelines for riparian corridors
All ancillary drainage infrastructure such as oil or grease interceptors sediment and litter traps constructed wetland detention basins or any works requiring on-going access or maintenance should be located outside the riparian corridor or in accordance with the NSW Office of Water guidelines for riparian corridors
Water run-off from the site should be of appropriate quality and quantity before being discharged into a riparian corridor or watercourse
Appropriate rehabilitation of disturbed areas following the installation of outlet structures should adequately restore the integrity of the riparian corridor
What should be considered in the design and construction of outlet structures The design and construction of outlet structures should consider but not be limited to the following
Define the infrastructure route and identify the specific point of discharge Where possible select a route along an existing cleared or disturbed area that avoids trees preferably beyond their drip line
Choose a stable section of the stream for the discharge point preferably mid-way between bends Alternatively incorporate outlet discharge points into disturbederoded areas which are to be stabilised or rehabilitated
Minimise construction footprint and proposed extent of disturbance to soil and vegetation within the watercourse or waterfront land
Demonstrate that changes to the hydrology of the receiving watercourse have been assessed and there is no detrimental impact on discharge volumes and channel velocities Discharge velocities and flow rates should mimic natural flows and not initiate erosion
Discharge from an outlet should not cause bed or bank instability Protect the bed of the watercourse below the outlet if not bedrock or if bed scour is likely Consider
bank material and outlet jet effect and protect the opposite streambank if required Point outlet structure and direct discharge downstream The outlet should not protrude beyond the streambank but tie in with the adjoining bank alignment Calculate tractive stresses generated from outlet discharges and from bank full discharges to
determine appropriate rock size requirements for the structure Rock rip-rap is the preferred material to provide a natural outlet Rip-rap should extend for the full
extent of the design scour apron and adjoining flanksstreambank Rip-rap must be appropriately keyed in to withstand the velocities of runoff or discharge from the site and cut-off trenches should be provided where necessary
Rip-rap should consist of durable angular run-of-quarry rock placed over a bedding layer of angular cobbles over geotextile Where possible incorporate vegetation such as sedges and rushes into scour management as Figure 1 for further stability
Grade scour apron to bed level of the watercourse or just below any permanent water created by any stable feature such as a rock bar within the watercourse
Stabilise and rehabilitate all disturbed areas including topsoiling revegetation and regeneration mulching weed control and maintenance
What information should be submitted for assessment When seeking approval to outlet structures across a watercourse or waterfront land the NSW Office of Water will rely on the above information to undertake its assessment and to determine if the activity should be approved All works and activities within watercourses should be designed by suitably qualified persons
Page 102 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Controlled activities on waterfront land ndash Guidelines for outlet structures on waterfront land
3 NSW Office of Water July 2012
The following additional information may also be required
Detailed design drawings which include a surveyed plan cross sections across the watercourse and a long section of the watercourse showing proposed works relative to existing and proposed bed and bank profiles and water levels The cross section is to extend to the landward limit of the identified riparian corridor All plans must include a scale bar
Detailed plans should include a location plan plan view elevation view and cross section of the proposed outlet structure
Detailed plans of any permanent bed and bank stabilisation works for scour protection Sediment and erosion control plan Detailed report of pre and post construction hydraulic hydrologic and geomorphic conditions Photographs of the site should be supplied To assist with future monitoring and reporting all photo
points should be identified by GPS coordinates or by survey particularly for large scale earthworks or extractive industries
A vegetation management plan prepared in accordance with the NSW Office of Water guidelines for vegetation management plans
A site management plan incorporating a works schedule sequence and duration of works contingencies such as in case of flooding erosion and sediment controls and proposed monitoring and reporting periods
Costing of all works including materials and labour and stages of works including outlet structure installation and rehabilitation
Copies of other relevant approvals for example development consent
Will a maintenance period be necessary Applicants may need to allow for a minimum maintenance period of two years after practical completion of each stage or until the site is stable The maintenance period will depend on the scope size and level of risk Engineering certification may be required at the end of the maintenance period Maintenance until stable includes sediment and erosion control the replacement of any works vegetation or areas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Will a security deposit be required Applicants should note that if the likelihood of significant impact on the watercourse or waterfront land is identified security (as bank guarantees) may be required before the controlled activity is commenced The amount of security is usually based on the costings provided
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_d
Page 103 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for riparian corridors on waterfront land Controlled activities carried out in on or under waterfront land are regulated by the Water Management Act 2000 (WM Act) The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means that a controlled activity approval must be obtained from the Office of Water before commencing the controlled activity
What is a riparian corridor A riparian corridor (RC) forms a transition zone between the land also known as the terrestrial environment and the river or watercourse or aquatic environment Riparian corridors perform a range of important environmental functions such as
providing bed and bank stability and reducing bank and channel erosion protecting water quality by trapping sediment nutrients and other contaminants providing diversity of habitat for terrestrial riparian and aquatic plants (flora) and animals (fauna) providing connectivity between wildlife habitats conveying flood flows and controlling the direction of flood flows providing an interface or buffer between developments and waterways providing passive recreational uses
The protection restoration or rehabilitation of vegetated riparian corridors is important for maintaining or improving the shape stability (or geomorphic form) and ecological functions of a watercourse
Changes to controlled activities within riparian corridors On 1 July 2012 new rules commenced regarding controlled activities within riparian corridors The new rules amend the riparian corridor widths that apply to watercourses providing more flexibility in how riparian corridors can be used and making it easier for applicants to determine the Office of Water controlled activity approval requirements Key aspects of the changes include
Provision of greater flexibility in the allowable uses and works permitted within riparian corridors The core riparian zone and vegetated buffer have been combined into a single vegetated riparian
zone (VRZ) The width of the VRZ within the riparian corridor has been pre-determined and standardised for
first second third and fourth order and greater watercourses Where suitable applicants may undertake non-riparian corridor works or development within the
outer 50 per cent of a VRZ as long as they offset this activity by connecting an equivalent area to the RC within the development site
A new lsquoriparian corridors matrixrsquo enables applicants to determine what activities can be considered in riparian corridors
Page 104 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
These changes will simplify the controlled activities application and assessment process provide greater flexibility help make more land available for housing support floodplain stormwater and bush fire management and allow riparian corridors to be used for public amenity whilst continuing to deliver environmental outcomes required under the WM Act
The riparian corridor consists of
the channel which comprises the bed and banks of the watercourse (to the highest bank) and the vegetated riparian zone (VRZ) adjoining the channel
Figure 1 The riparian corridor
Riparian corridor widths The Officer of Water recommends a VRZ width based on watercourse order as classified under the Strahler System of ordering watercourses and using current 125 000 topographic maps (see Figure 2 and Table 1) The width of the VRZ should be measured from the top of the highest bank on both sides of the watercourse
Figure 2 The Strahler System Table 1 Recommended riparian corridor (RC) widths
Watercourse type VRZ width
(each side of watercourse)
Total RC width
1st order 10 metres 20 m + channel width
2nd order 20 metres 40 m + channel width
3rd order 30 metres 60 m + channel width
4th order and greater (includes estuaries wetlands and any parts of rivers influenced by tidal waters)
40 metres 80 m + channel width
Note where a watercourse does not exhibit the features of a defined channel with bed and banks the Office of Water may determine that the watercourse is not waterfront land for the purposes of the WM Act
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Objectives for riparian corridor management The overarching objective of the controlled activities provisions of the WM Act is to establish and preserve the integrity of riparian corridors
Ideally the environmental functions of riparian corridors should be maintained or rehabilitated by applying the following principles
Identify whether or not there is a watercourse present and determine its order in accordance with the Strahler System
If a watercourse is present define the RCVRZ on a map in accordance with Table 1 Seek to maintain or rehabilitate a RCVRZ with fully structured native vegetation in accordance
with Table 1 Seek to minimise disturbance and harm to the recommended RCVRZ Minimise the number of creek crossings and provide perimeter road separating development from
the RCVRZ Locate services and infrastructure outside of the RCVRZ Within the RCVRZ provide multiple
service easements andor utilise road crossings where possible Treat stormwater run-off before discharging into the RCVRZ
The Office of Water however does allow for a range of works and activities on waterfront land and in riparian corridors to better meet the needs of the community so long as they cause minimal harm as outlined in the riparian corridor matrix below
Riparian corridor matrix The riparian corridor matrix enables applicants to identify certain works and activities that can occur on waterfront land and in riparian corridors Applicants should note that the matrix relates to controlled activity approvals under the WM Act only They are still required to comply with other relevant government legislation such as threatened species flood planning levels and fisheries guidelines
Table 2 Riparian corridor matrix
Detention basins
Road crossings Stream order
Vegetated Riparian
Zone (VRZ)
RC off-setting for non
RC uses
Cyclewaysand paths
Only within 50 outer VRZ
Online
Stormwater outlet
structures and
essential services
Stream
realignment
Any Culvert Bridge
1st 10m
2nd 20m
3rd 30m
4th + 40m
Key Stream order The watercourse order as classified under the Strahler System based on 125000 150000 or 1100000 topographic maps whichever is the smallest scale available A full list is provided at Part 2 Schedule 2 of the Water Management (General) Regulation 2011 Vegetated riparian zone (VRZ) The required width of the VRZ measured from the top of the high bank on each side of the watercourse Riparian corridor (RC) off-setting for non RC uses Non-riparian uses such as Asset Protection Zones are allowed within the outer 50 per cent of the VRZ so long as offsets are provided in accordance with the averaging rule as seen in Figure 3
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Cycleways and paths Cycleways or paths no wider than four metres total disturbance footprint can be built in the outer 50 per cent of the VRZ Detention basins Detention basins can be built in the outer 50 per cent of the VRZ or online where indicated Refer to the Office of Waterrsquos Controlled activities Guidelines for outlet structures and Controlled activities Guidelines for instream works Online basins must be dry and vegetated be for temporary flood detention only with no permanent water holding have an equivalent VRZ for the corresponding watercourse order not be used for water quality treatment purposes Stormwater outlet structures and essential services Stormwater outlets or essential services are allowed in the RC Works for essential services on a fourth order or greater stream are to be undertaken by directional drilling or tied to existing crossings Refer to the Office of Waterrsquos Controlled activities Guidelines for laying pipes and cables in watercourses and Controlled activities Guidelines for outlet
structures
Stream realignment Indicates that a watercourse may be realigned Refer to the Office of Waterrsquos Controlled activities Guidelines for instream works
Road crossings Indicates permitted road crossing methods Refer to the Office of Waterrsquos Controlled activities Guidelines for watercourse crossings and NSW DPI policy and guidelines for fish friendly waterway crossings for Class 1 and 2 waterways
What is the averaging rule Non riparian corridor works and activities can be authorised within the outer riparian corridor so long as the average width of the vegetated riparian zone can be achieved over the length of the watercourse within the development site That is where appropriate 50 per cent of the outer vegetated riparian zone width may be used for non-riparian uses including asset protection zones recreational areas roads development lots and infrastructure However an equivalent area connected to the riparian corridor must be offset on the site (see Figure 3) and the inner 50 per cent of the vegetated riparian zone must be fully protected and vegetated with native endemic riparian plant species
Bridges cycleways paths stormwater oulets and other essential services do not need to be offset but must comply with the requirements set out in the riparian corridor matrix (Table 2) and other relevant Office of Water controlled activities guidelines Offline detention basins do not need to be offset so long as there is an equivalent VRZ for the corresponding watercourse and they are built in compliance with the Office of Waterrsquos Controlled activities Guidelines for watercourse crossings and Controlled activities Guidelines for in-stream works If a proposed basin will not have an equivalent VRZ for the corresponding watercourse it may still be built in the outer 50 per cent of the VRZ but must be offset
The averaging rule should generally be applied to cleared waterfront land Development proposals involving waterfront lands that contain existing native vegetation should seek to preserve that riparian vegetation in accordance with the minimum riparian corridor requirements outlined in Table 1 Figure 3 Averaging rule
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Controlled activities on waterfront land - Guidelines for riparian corridors on waterfront land
5 NSW Office of Water July 2012
Applications for controlled activity approvals Applications for controlled activities approvals should be informed by the riparian corridor matrix shown in Table 2 and prepared using the Application for a Controlled Activity Approval for works on waterfront land form and the Guideline for completing an application for a Controlled Activity Approval
Other controlled activity guidelines are available on the Office of Water website and outline relevant considerations for applicants when proposing activities and works on waterfront lands
Streamlined assessment Where applications are presented in accordance with the riparian corridor matrix (Table 2) and other Office of Water controlled activity guidelines they will be assessed under a streamlined process This may decrease the amount of time it takes the Office of Water to make a determination saving applicants time and money
Applications that do not conform to the matrix andor relevant Office of Water controlled activity guidelines will continue to be subject to merit assessment to ensure that the proposals meet the requirements of the WM Act All applications will still need to demonstrate that minimal harm will occur to waterfront land before a controlled activity approval will be issued
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_e
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 5
Report on EEC Impacts Project Approval Document Schedule 6 Condition 5 c
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of2010
Casuarina glauca
Acacia parramattensis
Eucalyptus amplithornlia
Eucalyptus moluccana
DELLARA PTY LTDProposed Orchard Hills Facility
Response to ltem 1(e)in Short Minutes of Order - 12 May 2011
in the Land and Environment CourtProceeding No 1 0928 of 201 0
INTRODUCTION
Point 1(e) in Short Minutes of Order nominates the following
Riparian Zone and EEC
(e) Provide information on the impacts of dust surface water and
groundwater upon the vegetation within the riparian zone and EECwithin the conservation zone both on and off the Project Site
Based on detail provided by NPWS 119971 the Blaxland Creek riparian zone within and
outside the Project Site comprises tree and shrub vegetation including
Mel aleuca line ar iithornliaBursaria spinosa and
Grevillea juniperina
plus a range offerns and other grass and herb groundcover species
The adjoining endangered ecological community west of the Project Site (on Commonwealth
land) |NPVS 1997] comprises tree and shrub vegetation including
Acacia decurrens Breynia oblongifolia
Eucalyptus moluccana Phyllanthus virgatus
Meleleuca lineariifolia Acacia elongata
Melaleuca stypheloides Acaciafalcata
Melaleuca nodososlash
Dodonaea viscosa subsp cunesta
Bossiaea prostrata and
Eremophila debilis
Astroloma humifusum Pultenqea microphylla
plus a range ofgrass and herb groundcover species
I have set out below the impacts that I consider will occur on the vegetation within both theBlaxland Creek riparian zone and the adjoining endangered ecological community
DUST IMPACTS
Dust which accumulates in high concentrations on plant leaves can have the effect ofinterfering with photosynthesis by reducing the amount of light reaching the photosynthetic
apparatus of the leaves and increasing leaf temperature In addition dust can have an impacton water vapour loss by preventing the leaf stomates from closing as they would normally do
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of2010
DELLARA PTY LTDProposed Orchard Hills Facility
Reference to PAE Holmes [2011] identifies that predicted total deposited dust levels in thevicinity of the subject vegetation communities would be in the order of 2 to 8gmm2 permonth (Scenario 1) and 2 to 4gmlm2 per month (Scenario 3) These levels include ihebackground deposited dust levels and the^predicted contribution from the facility It isnoteworthy that the higher level of Sgmlmlmonth would only be applicable at the closestpoint of the Blaxland Creek riparian vegetation and then it would only occur for the durationof activities represented by Scenario 1 ie only for a 6 month period during siteestablishment
Doley 12006] quotes Farmer [1993] as showing that direct physical impacts on vegetationbecame apparent at relatively high surface loads [eg gt Tgmlm] On the other handchemical effects of reactive materials such as cement dust may become evident at rate ofdeposition of 2gmlmz Dusts containing chemically reactive materials such as sulphates ornitrates can also have major impacts on vegetation tissue
Holmes [Henschke perscomm Muy 2011] also indicates that the dust likely to be generatedfrom activity at the site would be relatively inert mineral material rather than dust that has adeleterious impact on plant tissue by virtue of its chemical properties
The rate of dust deposition resulting from proposed activity ^at
the Orchard Hills site iscalculated by PAE Holmes [2011] to be of the order of 2-8 gmmper month
The potential rate of dust deposition calculated by PAE Holmes [2011] also assumes that thereceptive surface collects and retains all of the deposited dust and is based on collections in adust gauge from which no material can escape In practice this would not be the case sincedust is removed from leaf surfaces in the field by wind action the flexing of branches andby incident rainfall with the consequence that large proportions of any potential dust wouldnot accumulate on leaf surfaces at all or for any length of time
In this regard it is interesting to note the work of Keller and Lamprecht fcited by Doley20061in vegetation adjacent to a busy unsealed highway in the Alaskan tundra showed thatover 850o of deposited dust may be dislodged
Table 1 contains records from the Bureau of Meteorology site at Orchard Hills TreatmentWorks that show that rainfalls of gt1mm are received between 5 and 8 times each monthduring the year with a total ofjust over 76 days per year when such falls are recorded
Rainfalls of gtlmm would be sufficient to remove most of the dust from all but the mosthorizontally-orientated leaves As a consequence the levels of dust accumulation calculatedby PAE Holmes [2011] would be somewhat lessened in their magnitude generally speakingby the impacts of rain and wind on the vegetation surfaces Dust would accumulate to somedegree for a few days and then effectively be removed following wind or rain events
The amount of dust that is deposited on the leaves of growing plants is affected by theorientation of the leaves their age their surface roughness surface waxiness and wettability
For instance most eucalypt leaves are erect or pendulous in orientation rather than horizontalin presentation fGMCunningham pers obs Doley 2006] As such these leaf surfacesprovide a difficult medium for dust accumulation per se or for dust to create a debilitatingproblem
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of 2010
DELLARA PTY LTDProposed Orchard Hills Facility
Table IRainfafl Observations from Orchard Hills Treatment Works Iacute1970-20111
Month Mean Rainfallfmml
Mean Number ofRain Davs
January 1017 83
Februarv 1113 85
March 894 77
April 625 62
May 641 59
June 520 49
Julv 375 43
Auqust 398 38
September 365 51
October 563 69
November 758 78
December 723 72
Total 801 1 766Source Bureau of Meteorology website - 16 May 201 1
The other main native tree and shrub species within the Blaxlands Creek and adjoiningDefence lands at Orchard Hills are listed above These species also have generally verticalnear vertical or pendulous leaf orientations that serve to reduce dust accumulation and thusany impact on plant growth
In the light of the above considerations I conclude that there would not be any deleteriousimpacts on the vegetation of Blaxland Creek or the adjoining Defence lands from dustpotentially generated within the Project Site
SURFACE WATER IMPACTS
Reference to GSS EnvironmentaliBMTWBM (2010) and GHDGSS Environmental (2011)
identifies that no contaminated water would flow from the Project Site towards theendangered ecological community on the western side of the Project Site It is noted that thesite stormwater management system addresses sediment-laden runoff from disturbed areas
not in contact with emplaced waste and is specifically designed and maintained in separation
to the cell leachate management system Similarly the same report identifies that a range ofsuitably sized dams (in accordance with the Blue Book) would be constructed to containsurface water run off from the outer slopes of the northern and eastern faces Stormwaterrunoff inside the facility will be managed by a series of internal sediment dams within thecells (including treatment where required) which is preferentially used internally for aspects
such as dust suppression Vater surplus to usage requirements meeting required water qualitycriteria may be transferred to external sediment Dam 2 for monitored licenced discharge inaccordance with an EPL noting this is also downstream of the EEC Consequentlyconcentrations of suspended solids would be sufficiently low so as not to adversely affecteither water quality within Blaxland Creek or the adjoining riparian vegetation
In light of the proposed surface water management controls referred to above neither theendangered ecological community nor Blaxland Creek riparian vegetation will be adverselyaffected by the proposed project
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GEOFF CUNNINGHAM DELLARA PTY LTDResponse to Point 1(e) Proposed Orchard Hills FacilityLampE Court Proceeding No 10928 of2010
GROUNDWATER IMPACTS
Reference to Aquatena Consulting (2010) confirms that the installation of clay linedemplacement cells (with leachate management) and the inherently low permeability of thesurrounding claylshales that groundwater beyond the Project Site will not be adverselyaffected by the project Consequently the adjoining endangered ecological community andthe Blaxland Creek riparian vegetation will not be adversely impacted upon by the project
REFERENCES
Aquaterra Consulting Pty Ltd [20101 - Cell Design and Groundwater Assessmentprepared on behalf of Dellara Pty Ltd (Part2 of the Specialist Consultant Studies
Compendium)
Doley [20061 - Airborne Particulates and Vegetation Review of Physical Interactions CleanAir and Environmental Quality a0 p)36-42
Farmer AM [1993] - The Effects of Dusts on Vegetation - a Review EnvironmentalPollution 7963-75
GHDGSS Environmental (2011) - Report on Additional Information prepared for DellaraPty Ltd v Minister for Planning and Anor - 19 l|4ay 20Il
GSS Environmental BMT WBM [2010] - Surface Water Assessment prepared on behalfof Dellara Pty Ltd (Part 3 of the Specialist Consultant Studies Compendium)
Kellero J and Lamprecht R [1995] - Road Dust as an Indicator for Air PollutionTransport and Deposition An Application of SPOT imagery Remote Sensing of theEnvironmenI54 I-I2
NPWS l99ll Urban Bushland Biodiversity Survey of Vyestern Sydney FloraAppendices 3 NSW National Parks and Wildlife Service Hurstville
PAE Holmes [2011] - Supplementary Air Quality Assessment - Modified Preferred Project
- Orchard Hills Waste amp Resource Management Facility prepared for Dellara Pty Ltd - 18
May 2011
Geoff Cunningham B ScAgr fHons] FAIAST
Managing Director and Principal Ecologist and Soil Scientist
Geoff Cunningham Natural Resource Consultants Pty Ltd
19th May 2011
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 6
Reconciliation of the Requirements of Schedule 7 of the Project Approval
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Page1of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND
OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
A Minimum design requirements for CampI Waste stockpile buildingstormwaterleachate systems The CampI Waste Stockpile building must include the following measures unless otherwise approved by the EPA
a Stormwater management measures
i The design of the CampI storage facility stormwater conveyance system must be for the 20 year ARI stormwater event and discharge to stormwater management system (SMS)
ii The sediment dams storage for the SMS is are to be designed for a 90th percentile 5 day rainfall event to ensure that stormwater and leachate are not mixed The conveyance system is to be designed for the 20 year ARI stormwater event
b Leachate management measures
i Washdown water from within the CampI Waste Stockpile building is to be separated from stormwater and managed as leachate
ii The SMS and the LMS must be completely separate around the border of the CampI waste stockpile building
iii The concrete floor must be designed to support the mass of CampI waste and to shed washdown water to the LMS The concrete floor must have a slope to facilitate flows of washdown water into the leachate management system (LMS)
Items A a and b have been addressed in the design of the CampI Waste Stockpile Building shown in the Appendices of the LEMP specifically Drawing Vaughan Construction SK010D ndash Design and Operation of the CampI Warehouse showing Material and vehicle movements Items A a and b have been addressed in the design of the CampI Waste Stockpile Building shown in the Appendices of the LEMP specifically Drawing Vaughan Construction SK010D ndash Design and Operation of the CampI Warehouse showing Material and vehicle movements
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Page2of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
B Minimum design requirements for Gas collection systems
a The lateral collection pipes of the gas collection system are to be located not more than 50m apart
b Chimney drains are to be no more than 200 metres apart and must comprise non calcareous granular material with a permeability greater than 1x10-3 msec
c Chimney drains will be installed on the side liner to facilitate gas venting and prevent perching of leachate
d The landfill gas management system should be designed in accordance with the Handbook for the design construction operation monitoring and maintenance of a passive landfill gas drainage and biofiltration system UNSW and GHD NSW DECCW March 2010 unless otherwise approved by the EPA
SeeAuditTask18ndashLandfillEnvironmentalManagementPlanspecificallysection410andAuditTask7ndashAirQualityandGreenhouseGasManagementPlanSeeSection25oftheLandfillEnvironmentalManagementPlan(LEMP)
C Minimum design requirements for Cell liners
a The clay basal liner within each cell must
i Extend up the side of the quarry wall for at least 2m to provide for capture of leachate and prevent leakage at the join of the HDPE side liner and the clay base liner
ii Achieve an infiltration rate equivalent to or less than 90cm of compacted clay with a maximum permeability of 1 x 10-9 msec
iii The extension of the clay liner up the side of the quarry wall
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
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Page3of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
shall be of equivalent thickness (when measured perpendicular to the liner surface) and permeability as the basal liner
iv Refer to additional conditions regarding cell 2 below
b A groundwater depressurisation system (as described in Appendices of the (Revised) Overview Report for the Further Modified Project Report (Ex Z in Appeal No 10928 of 2010) accompanying the Further Modified Preferred Project Report (Ex Z in Appeal No 10928 of 2010) must be installed between the landfill cell liner and the natural geology where the cells are below the ground level The design for the groundwater depressurisation system must be included in the design for the landfill cells and accompany the application for the EPL
c The HDPE side liner must
i Overlap with the basal clay liner (which must extend up the side wall for at least 2m)
ii Be placed against an appropriate geotextile cushion material against the side of the quarry wall
iii If in the opinion of a certified CQA assessor the HDPE will be damaged by the roughness of the inside wall surface then a composite clay-HDPE liner system must be placed against the entire quarry wall unless otherwise approved by the EPA
iv Have a minimum thickness of 15mm and conform to the relevant Australian Standards
d Geotextile must be placed on either side of the HDPE side liner
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
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Page4of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
e All cell construction works are to be assessed by the CQA assessor and certified as suitable before emplacement of waste begins
f All cells and sub cells must include an active leachate extraction or drainage system as per Section 284 of the FMPPR
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
D Minimum design requirements for Capping
a The capping design must be the modified cap design incorporating a geomembrane liner and drainage layer (as specified in Table 24 of the FMPPR) (note that the drainage layer is not optional)
b The drainage layer permeability must be greater than 1x10-3 msec The aggregate used in the drainage layer must not include crushed concrete
c The sealing clay layer must be a minimum of 600mm thick and have a permeability of not greater than 10 -8 msec
d The subsoil layer must be a minimum thickness of 750mm
e The bund walls on the north eastern and eastern boundaries of the site must be conditioned as part of the site development works and before any waste is placed on the site
f All barrier and drainage layers including geomembrane must be the
Seesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeplansinAppendicestoBundwallLandscapingandVMPandRehabilitationPlan
1 SiteEstablishmentndashRehabilitationandLandscapingPlanDrawingNoPL201709Adated10January2017
2 LandformandRehabilitationLandscapingPlanDrawingNoPL201710Adated10January2017
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Page5of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
subject of approval by the EPA
E Minimum design requirements for Cell 2 An additional groundwater depressurisation layer behind the HDPE side liner of Cell 2 must be installed if required to relieve groundwater pressure caused by the increase in depth
ThisrequirementisnotrelevantuntilplansforStage2(Cell2)aresubmittedfollowingthecompletionofStage1(Cell1)
F Landfill operational requirements
1 In addition to the leachate management system specifications indicated above the landfill operation must comply with the following requirements to ensure that leachate is minimised and that leachate is separated from stormwater throughout the operation of the Project unless otherwise approved by the EPA
a The active landfilling face must not exceed 420 m2 in plan area at any time
b The daily cover must be placed on the active landfill area to a minimum thickness of 150mm The area of landfilled waste with daily cover should not exceed 1ha
c The active cell must be covered with intermediate cover of clay rich soil to a minimum thickness of 300mm should it not be landfilled within 90 days of placement of daily cover
d The combined area of daily cover and intermediate cover should not exceed 3 ha at any one time excluding temporary batter slopes and any sub-cell that is undergoing final capping and revegetation unless otherwise approved by the EPA
SeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)
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Page6of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
e Batter slopes must be covered with intermediate cover where exposed for more than 90 days The final capping and revegetation works of any subcell should be completed within 3 months of all of the landfilled waste in that subcell reaching the approved final landform unless otherwise approved by the EPA
f The cell must be progressively capped with the final capping profile as per condition D(a-f) of Schedule 7
g The active landfilling faces must be bunded to prevent run-off and run-on of stormwaterleachate from the exposed waste
h Collect and extract stormwater runoff from daily and intermediate covered areas and discharge this water as stormwater subject to testing and compliance with the specifications in the EPL
i All leachate drainage and capping drainage material must achieve a permeability of greater than 1x10-3 msec and comprise non calcareous granular material
j The leachate head is to be monitored as part of the monitoring program
k The leachate head on the liner system should not exceed 300mm above the cell floor throughout the operation of the facility unless leachate is required to be stored in the landfill under extreme wet weather conditions
SeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)andSeeplansinAppendicestoBundwallLandscapingandVMPandRehabilitationPlan
SiteEstablishmentndashRehabilitationandLandscapingPlanDrawingNoPL201709Adated10January2017andLandformandRehabilitationLandscapingPlanDrawingNoPL201710Adated10January2017
SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)
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Page7of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
l If the leachate head exceeds 300mm additional leachate extraction measures are to be implemented immediately to reduce the leachate head to acceptable level
m The Leachate Management Plan must include contingency measures in the event of failure or severe storm event or excess leachate volumes greater than the modelled predictions or fugitive leachate emission
n During site establishment the material within the dam in the Cell 1 area is to be treated as follows
i Water is to be tested prior to pumping and appropriately disposed of
ii Sediment is to be tested classified and appropriately disposed of
iii Testing procedures are to be carried out in accordance with EPA procedures and for EPA analyte list
Seesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeeAuditTask20ndashStormwaterDewateringManagementPlanapprovedbytheEPA7March2017
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Page8of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
G Waste inspection procedures 1 Detailed waste screening procedures for all waste received at the site and all waste extracted from bund walls are to be prepared and implemented to ensure that all waste meets the classification of general solid (non-putrescible) or special waste for asbestos recovered from the on-site bunds The procedures must include
a Visual inspection of all received waste
b All staff members that monitor the site entrance shall be trained in the identification and classification of solid waste Vehicles with unacceptable loads of waste will be refused entry to the site
c Require documentation for all soils received from the site to confirm their origin
d Random sampling and testing of soils to confirm that they meet the classification of general solid (non-putrescible) waste
e Prominent signage at the entrance to the landfill defining acceptable wastes and directing users to contact the gateperson for information regarding disposal of other wastes
f Random daily inspection of vehicles entering the landfill All vehicles suspected of containing unacceptable waste will be refused permission to deposit waste until the waste is verified as being acceptable Staff shall require and collect appropriate evidence from the driver of the vehicle eg test certificate approvals etc as appropriate as verification that the waste is acceptable
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
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Page9of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
g Directing vehicles with unacceptable wastes to an appropriate disposal facility
h Random monitoring and inspection of wastes as they are discharged from vehicles at the waste disposal areas by site personnel All waste suspected of being unacceptable will be segregated and checked as to its acceptability eg by detailed inspection andor testing as deemed appropriate by site staff
i Monitoring of the deposited waste during spreading compaction and covering at the landfill or stockpiling at the site All waste suspected of being unacceptable will be segregated and checked to determine its acceptability eg by detailed inspection andor testing as deemed appropriate by site staff and
j Recording of all incidences of identification of unacceptable wastes in the sitersquos daily log The record will include
i Details of the waste eg type
ii Source of the waste eg vehicle identification driver identification and generator of the waste
iii Recommended waste management facility(s)
iv Result(s) of contacting the waste management facility and
v Date contacting the EPA
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
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Bingo IndustriesNov 01 2017 1837
Page10of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
k In the event that unacceptable waste is identified in an incoming vehicle the vehicle will be refused entry re-directed and details of the incident recorded as described above Site personnel will advise the driver of the vehicle of appropriate waste management facilities or to contact the EPA for advice on appropriate management of the unacceptable waste
l In the event that unacceptable waste is identified during deposition by a vehicle staff will immediately segregate and contain the waste away from the active landfilling area or recycling amp re-processing area Site personnel will record the details of the waste such as type the source and the vehicle and driver identification Site personnel will advise the driver of the vehicle that the waste is not acceptable and may load the waste back onto the vehicle where practical and safe to do so The vehicle will then be escorted from the landfill by Site personnel Site personnel will advise the driver of the vehicle to contact the EPA for advice on the appropriate management of the unacceptable waste
m In the event that unacceptable waste is identified during the spreading and compaction of deposited waste or stockpiling at the site site personnel will segregate and contain the waste away from the active waste disposal or recycling amp re-processing areas Site personnel will make all practical efforts to identify the source of the waste including
i Inspecting the waste for possible identification labels on containers and
ii Identifying the type of waste and consequently the possible
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
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Bingo IndustriesNov 01 2017 1837
Page11of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
sources
n Site personnel will contact the EPA to confirm appropriate management options and will document the final disposition of the unacceptable waste in accordance with the EPAs requirements
o In the case of asbestos and other waste contained in the bund walls a screening procedure must be developed based on information contained in the Preliminary In-Situ Waste Classification dated September 2009 to identify the procedures for ensuring all extracted waste from the bunds is appropriately classified and managed This procedure should be implemented before waste activities commence at the site
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
H Surface water and groundwater management
1 A minimum total of seven groundwater observation bores will be drilled around the perimeter of the facility as part of the site establishment works Bore construction will be in accordance with EPA requirements and sampling will be carried out in accordance with monitoring plan in the LEMP and in accordance with the EPL
2 Prior to commencement of waste emplacement the groundwater will be sampled and monitored for an EPA approved analyte list using the bores to establish background conditions in surface water and groundwater
3 Groundwater will be sampled and monitored throughout the operation of the facility and post closure for as long as deemed necessary by the EPA and at intervals specified by the EPA
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwells
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Bingo IndustriesNov 01 2017 1837
Page12of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
4 Stormwater runoff from intermediate cover areas (minimum 300mm thick) and bunded areas of the cell floor will be isolated from contact with the waste and will be collected and pumped from the landfill area and treated as stormwater in the stormwater management system
5 Surface water runoff and leachate must be kept separate at all times To ensure this occurs the applicant is to ensure the control and mitigation measures referred to in the surface water report of GSS are to be incorporated into the design and implemented during each stagephasecell of the development including but not limited to
a Construct sedimentation dams for sediment-laden runoff
b The surface water management system is to include measures to treat run off to where required to reach acceptable discharge under the EPL according to guidelines from Managing Urban Stormwater - Soils and Construction Manual (DECC 2004) and EPA requirements
c Re-use water from sedimentation dams for dust suppression and revegetation
d Water discharged from site via a licensed discharge point where its quality is monitored
e Temporary erosion and sediment control measures to be installed during construction
f Clean runoff is must be directed away from disturbed areas
AuditTask8ndashSoilWaterandLeachateManagementPlan
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Page13of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
g Maintenance of sediment control structures
h Contingency procedures for breaches and cross-contamination between stormwater and leachate
6 Only stormwater is to be reused onsite for dust suppression and revegetation with excess stormwater managed and treated where required for monitored licensed discharge
7 The Stormwater Soil Water and Leachate Management Plan must identify the location of licensed discharge points for stormwater and monitoring parameters and frequency of monitoring
8 The stormwater system must be designed in accordance with the Managing Urban Stormwater ndash Soils and Construction Manual (the ldquoBlue Bookrdquo) ndash DECC 2004
9 Monitoring requirements for surface water and groundwater (parameters and frequency) must be included in the Plan
AuditTask8ndashSoilWaterandLeachateManagementPlan
I Monitoring
1 All groundwater piezometers must be installed around the site as per Annexure 5 in Appendix 1 contained the Cell Design and Groundwater Assessment (Aquaterra 2010) These piezometers must be installed and appropriately sampled during site establishment and before any waste is received at the site to determine background groundwater characteristics (groundwater quality and groundwater flow conditions)
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwells
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Page14of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
2 The piezometers must be sampled during the detailed engineering design and site establishment phases to identify and confirm background groundwater characteristics and clarify the connectivity between groundwater and the creek
3 The operator must engage an independent party (or parties) to monitor the following during the life of the project in accordance with the LEMP and the EPL
a Groundwater levels and quality
b Leachate levels in cells and quality
c Leachate levels in dams and quality
d Surface water quality at offsite discharge point
e Cover and capping operations on waste cells
f Background groundwater characteristics and
g Clarify the connectivity between the groundwater and Blaxland Creek
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwellsInadditionseeAuditTask18‐LEMPsection493
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Page15of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
4 Leachate modelling must be validated through independent assessment and monitoring of leachate flows levels and volumes in leachate storage ponds
5 If validation assessment of the leachate model indicates excess leachate storage is required then potential contingency arrangements must be developed and implemented to the satisfaction of the EPA If directed by the EPA further waste receipt must be suspended until the EPA is satisfied with the arrangements
6 Results of leachate validation assessment compared to the model provisions must be provided to the EPA upon request
GroundwaterMonitoringPlanisincludedinAuditTask8ndashSoilWaterandLeachateManagementPlan
J Construction Quality Assurance Plan
1 A Construction Quality Assurance Plan (CQA) must be prepared and implemented for the entire site including development works cell construction stormwater and leachate management measures capping and post closure rehabilitation
2 The CQA plan must include provisions for the following in accordance with the POEO Act
a Sources of construction material
b Testing of construction materials
c Inspection and testing procedures for constructed cell liners (basal and side)
SeeAuditTask22ndashConstructionAssuranceQualityPlan
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Page16of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
d Construction methodology for compacting clays including number of lifts and moisture conditioning for each cell
e Inspection and testing procedures for HDPE and geomembrane liners
f Rectification of non conforming components
g Certification sign off by suitably qualified assessor on the completion of each of the specified works
h An independent certification report must be prepared to confirm that each of the specified works were completed as required and in accordance with the CQA plan and any EPL conditions This report is to be submitted to the EPA at the completion of each of the specified works
i The CQA plan must be included in the LEMP
j Contingency measures in the event of failure or sever storm event or fugitive leachate emission and
k Leachate modelling for the Project must be provided to confirm the efficacyadequacy of the proposed final leachate management and surface water management design and incorporated into the SWLMP
SeeAuditTask22ndashConstructionAssuranceQualityPlan
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Page17of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
K Minimum Design Requirements for Rehabilitation and Post Closure Management
1 The cap design must include a drainage layer
2 Appropriate vegetation must be properly established on site and cap
3 Erosion must be controlled and managed
4 Surface water runoff must meet discharge water quality requirements as specified in the surface water assessment dated February 2010 prepared by GSS Environmental and the EPL
5 Surface water and testing must be incorporated into the monitoring plan of management
6 The final landform height and profile is not to exceed the height and shape specified in Figure 220 of the FMPPR
SeeAuditTasks12and15ndashBundwallLandscapingandVegetationManagementPlanandRehabilitationPlanThisPlanacknowledgesthecappinglayerspecifiedintheFMPPRHoweverStage1ofoperations(uptothecompletionoftheexcavationofcell1isnotlikelytoinvolvetheconstructionoffinalcappingInterimfinalcappingwillbeusedalongwithstaticloadingwithmaterialstockpilestominimizethepotentialforsettlementSeeAuditTask8ndashSoilWaterandLeachateManagementPlanandAuditTask18LEMPAuditTask8ndashSoilWaterandLeachateManagementPlanandAuditTask18LEMPDetailshavebeenincorporatedinAuditTask1ndashDetailedEngineeringPlans
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Page18of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
7 In order to ensure there is no need to increase the height of the landform any settlement areas that may result in ponding of surface water will need to be backfilled and this process will continue until the EPA determines that the facility is stable and does not represent a risk to human health or the environment The following actions must be undertaken
a Regular maintenance of slopes through backfilling and revegetation of settled areas to prevent ponding of water and facilitate runoff and
b All backfilling activities are to be undertaken with subsoil of the same composition as proposed subsoil (on site clays) referred to the in the cap profile
8 Regular inspection and reporting by an independent suitably qualified assessor on an annual basis to assess the integrity of the cap the grade and the existence of differential settlement areas where ponding could occur
9 All reports identified above are to be provided to the EPA and relevant certifying bodies within four weeks of the inspection date Reports are also to be made publicly
10 Monitoring is to continue until the EPA determines the facility is stable and no longer represents a risk to human health or the environment
SeeAuditTasks12and15ndashBundwallLandscapingandVegetationManagementPlanandRehabilitationPlanThisPlanacknowledgesthecappinglayerspecifiedintheFMPPRHoweverStage1ofoperations(uptothecompletionoftheexcavationofcell1isnotlikelytoinvolvetheconstructionoffinalcappingInterimfinalcappingwillbeusedalongwithstaticloadingwithmaterialstockpilestominimizethepotentialforsettlement
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 7
Response from Agencies
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From Irene ZingerTo davidwhitepatonslanecomauCc John GaleaSubject OUT1710124-DPI Water response - PLRRC Bund Wall Landscaping and Vegetation Management Plan and
RehabilitationDate Monday 6 March 2017 90041 PMAttachments OUT17_10124 DPI Water response - PLRRC Bund Wall Landscaping and Vegetation Management Plan and
Rehabilitationpdf
Hi David
Please fiend enclosed DPI Waters comments
For further information please contact John Galea Water Regulation Officer ParramattaOfficer telephone 8838 7520 or email johngaleadpinswgovau
Best regardsIrene
Irene Zinger | ARegional Manager - MetroWater Regulation OperationsNSW Department of Primary Industries - WaterLevel 11 10 Valentine Avenue | Parramatta NSW 2150PO Box 3720 | Parramatta NSW 2124T 02 9842 8513 M 0419 406416 F 02 9895 7501E irenezingerdpinswgovauW wwwdpinswgovau wwwindustrynswgovau
This message is intended for the addressee named and may contain confidential information If you are not the intended recipientplease delete it and notify the sender Views expressed in this message are those of the individual sender and are not necessarilythe views of their organisation
Page 134 of 136
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 6 Patons Lane Resource Recovery Centre Orchard Hills
13 Management Plan Framework
The Project Approval requires that this Plan and other plans of management be approved by
the Department of Planning and Environment (DPampE) prior to the commencement of the Site
Establishment works and activities (ie construction works) Additionally verification of
these Plans and other documentation is required via the Pre-Site Establishment Audit process
prior to the commencement of any Site Establishment works These Plans have been
developed to acquit these requirements and once approved by DPampE are required to be
attached to the Landfill Environmental Management Plan (LEMP) which will provide the
overarching environmental management framework for the project Once completed and
verified by the Pre-Site Establishment Audit the Proponent can proceed to commence the Site
Establishment works These requirements are set out schematically in Figures 1 and 2
Additional Plans are required to be approved and verified via a separate Pre-Operational
Compliance Audit which must be completed prior to the commencement of operations (ie
the receipt of any waste materials)
Given the long term nature of the project (25 years) approval was obtained from DPampE
pursuant to Condition 32 of Schedule 3 of the Project Approval to submit all but two Plans in
stages with Stage 1 defined as being works and activities up to the completion of the
extraction of Cell 1 which is estimated to take 5 ndash 7 years These Stage 1 Plans will need to
be updated prior to undertaking subsequent Stages 2 and 3
The other two plans required to be submitted prior to the commencement of Site
Establishment works have been prepared to cover Site Establishment works including the
construction of the Recycling and Re-processing Area which are expected to take 18 months
to complete The scope of the Site Establishment works Construction of the RRA and Stage
1 works and activities are set out in further detail below
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 7 Patons Lane Resource Recovery Centre Orchard Hills
Figure 2
Additional Plans required to be incorporated in the LEMP
ConstructionTrafficManagementPlanandBridgeInvestigation
SiteEstablishmentNoiseManagementPlan(SENMP)
Landfill Environmental Management Plan
Plans to be incorporated in the LEMP QuarryOperationManagementPlan DetailedEngineeringPlans AsbestosandContaminationManagementPlan AirQualityandGreenhouseGasManagementPlan SoilWaterandLeachateManagementPlan FireandEmergencyManagementPlan RehabilitationPlan LandfillEnvironmentalManagementPlan
ConstructionQualityAssurancePlan BundWallLandscapingandVegetationManagement
PlanandRehabilationPlan
Plans Covering Stage 1 of the Project ndash (construction works and operation for 5-7
years)
Plans Covering Site Establishment works and construction of the RRA (ie construction works only ndash no operations ndash first 18 months of the
j )
Management Plan Approval Process
Proponent Consultation with Agencies in development of Plans
Submission of Plans to DPampE
DPampE Approval of Plan
Inclusion of Plans in Audit Documentation Pre-Site Establishment Audit Completed
Lodgement of Audit with DPampE Site Establishment works can commence
Figure 1
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 8 Patons Lane Resource Recovery Centre Orchard Hills
14 Statement of Aims and Objectives
The aim of the Plan is to provide the technical detail required for SRC Properties Pty Ltd to protect conserve and enhance the native plant communities in the area The life of the project is estimated at 25 years and at the end of its operation and restoration it will be returned to pasture land and native bushland as intended in the FMPPR In keeping with the intent of the FMPPR the aim is to restore and maintain any disturbed areas This will minimize the impact of the proposed development on the sitersquos surrounding natural ecosystem and the adjacent land uses The aim of the plan is to ensure the development has positive impacts on the visual amenity of the area and the health of the vegetation communities within the area now and into the future The objectives of this plan are to identify the abiotic and biotic factors relating to the site in order to discuss the management strategies required to satisfy the Project Approval Consent Conditions satisfy the aims identified above with reference to managing existing and new native
vegetation areas weed and erosion threats final land use and visual aesthetic amenity provide a framework to implement maintain and monitor the rehabilitation of the site
There are two key vegetation communities associated with this site They are the Cumberland Plain Woodland (CPW) and the River Flat Eucalyptus Forest (RFEF) The Cumberland Plain Woodland is primarily located in Commonwealth Defence Department land to the west south west and south of the site It is an Endangered Ecological Community (EEC) and remnant species still exist on site They occur where the land has been undisturbed by previous quarry operations along the property boundaries and in the vicinity of Blaxland Creek The River Flat Eucalyptus Forest is also an Endangered Ecological Community and occurs in the northwest corner of the site It is the vegetation community associated with the riparian zone of Blaxland Creek
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 9 Patons Lane Resource Recovery Centre Orchard Hills
15 Scope of Site Works and Activities Included in Stage 1
The Department of Planning and Environment approved the lodgement of all but two
management plans on a staged basis Stage 1 is defined as being up to the completion of
excavation of Cell 1 which includes all Site Establishment works and Cells 1A 1B and 1C
Management plans will be updated in future prior to additional works being commenced
(such as Cells 2 and 3) which constitute stages 2 and 3
Stage 1 works and activities are made up of the following components
Site Establishment works and activities
Construction of the Recycling and Reprocessing Area (RRA)
Operation of the Landfill and the RRA and cell construction up to the completion of
the excavation of Cell 1 (made up of Cells 1A 1B and 1C)
Stage 1 is expected to take 5-7 years to complete It is confirmed that Plans for Stage 1 have
been prepared based on the impacts of the above activities being carried out on a full
operational level ie up to the maximum permitted tonnages and vehicle movements as
permitted by the Project Approval which are summarised below
Hours of Construction Monday to Friday 7am to 6pm and Saturday 8am to 2pm General Operating Parameters
Total input up to 450000 tonnes per annum (tpa)
Waste recycled up to 350000 tpa
Waste landfilled up to 205000 tpa
Heavy Vehicles up to 250 heavy vehicle movements per day
Maximum resource export rate 160000 tpa
Maximum stockpile height RL 54 m AHD
Construction 10 ndash 15 people
Operation 20 people full time plus up to 10 part-time contractors
Hours of Operation
MondaytoFriday7amto6pmand
Saturday8amto2pm
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 10 Patons Lane Resource Recovery Centre Orchard Hills
16 Scope of Site Works and Activities Included in Site Establishment and Construction of the Recycling and Reprocessing Area
These construction activities are expected to 18 months to complete and will be carried out
within the following parameters
Hours of Construction
Monday to Friday 7am to 6pm and Saturday 8am to 2pm
Personnel
Construction 10 ndash 15 people
17 Scope of Site Works and Activities Included in Site Establishment
The site establishment works and activities are as follows
Constructionshaping of the northern face and much of the eastern face to their
final rehabilitated landform and landscaping of those faces
Construction of the northern face will be achieved through the following
Reshaping the existing northeastern and northwestern bund walls by reducing
its height in some areas raising its height in other areas to create an even
northern face with a maximum elevation of 53 m AHD and a more gentle
northerly slope than currently exists The new northern face and acoustic mound
will provide acoustic protection for the earthmoving and landfilling
equipmentvehicles operating within Cells 1 and 2 The acoustic mound will be
removed at the conclusion of capping in Cell 2 when it is no longer needed for
acoustic protection
Areas to the north of the acoustic mound will be regraded to their final
rehabilitated landform with slopes of approximately 5 Final landscaping of
these areas will occur during site establishment
Partial rehabilitation of the existing southern and southwestern bund walls through the
reduction in the elevation to an approximate elevation of between 57 m AHD and 58
m AHD such that they will not be visible from any residence within The Vines
Estate Once re-shaped the surface and adjoining batter slopes will be revegetated
Upgrading and sealing of Patons Lane and upgrading the entrance to the site
(from Patons Lane) together with the refurbishment of the existing dual
weighbridge and associated office
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Bingo IndustriesNov 01 2017 1837
Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 11 Patons Lane Resource Recovery Centre Orchard Hills
Site preparatory works within the recycling and re-processing area to create the required landform and
create a suitable pad for the materials recycling facility warehouse and mobile recycling equipment
Construction and commissioning of the on-site wheel wash facility
Upgrading and sealing the internal road network beyond the proposed wheel wash facility to the
exit point from the recycling and re-processing area
Building and construction works and infrastructure works as shown in Figure 3 below
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 12 Patons Lane Resource Recovery Centre Orchard Hills
Figure 3 ndash Site Establishment
Source ndash Figure 26 Further Modified Project Report
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 13 Patons Lane Resource Recovery Centre Orchard Hills
These works and activities will be undertaken generally in the order set out below
(and referenced on Figure 3) noting that the scheduling of specific works will be
dependent on factors such as weather commercial factors including contractor
availability specific logistical requirements and many other issues and will vary
accordingly In addition many of the works and activities will need to be undertaken
simultaneously
1 Construct Surface Water Controls (integrate dams as required) 2 Excavation of stockpiled ClayShale and Construct Northern face (external and
Internal slopes)
3 Regrading shaping areas north of the Northern Face
4 Dewatering of quarry void 5 Landscaping Northern Face
6 Construct Track for Transgrid Access 7 Construct Raw Material Stockpiles 8 Excavate Recycling and Re-processing Area to 48m AHD to 49m AHD Extraction of
clay to form required landform 9 Clay Shale Extraction in Cell 1A then 1B and 1C 10 Install Leachate Riser and Drainage Layer in Cell 1A and then 1B 11 Construct Initial Leachate Evaporation Pond 12 Construction of Recycling and Re-processing Area infrastructure (see Figure 2
overleaf for details) 13 Maintain Height of the Eastern Face of 57m to 58m AHD (outer slope reduced
for landscaping)
14 Construct re-establish Dam 3 (3AampB)
15 Construct re-establish Dam 4 (4A) 16 Construct re-establish Dam 5(5A)
17 Construct Dam 6
18 Establish Contingency Stockpile Area
19 Upgrade Internal Road Network [sealed]
20 Upgrade Internal Road Network [unsealed]
21 Construct Wheel Wash Facility
22 Upgrade Site Entrance
23 Upgrade Existing Weighbridges
24 Upgrade Existing Weighbridge Office
25 Construct Car Park
26 Construct Office
27 Reduction in Height from Southwestern Face 28 Establish Workshop Area 29 Construct Acoustic Mound
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 14 Patons Lane Resource Recovery Centre Orchard Hills
18 Scope of Site Works and Activities Included in the Construction of the Recycling and Re-processing Area (RRA)
The management plans have been based on the impacts of the construction of the entire RRA The layout of the RRA is set out below at Figure 4 These items are largely buildings and structures that will be subject to Construction Certificates BCA regulations and Occupation Certificates certified by an approved certifying authority Figure 4
Source ‐ Figure 28 from Further Modified Project Report
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 15 Patons Lane Resource Recovery Centre Orchard Hills
The infrastructure permitted to be constructed as part of the in the Approved Development in the RRA will be undertaken generally in the order set out below (and referenced on Figure 4) noting that the scheduling of specific works will be dependent on factors such as weather commercial factors including contractor availability specific logical requirements and many other issues and will vary accordingly In addition many of the works and activities will need to be undertaken simultaneously
1 Drainage works 2 CampI Storage and Reprocessing Building
3 Product Bays
4 Delivery Area - concrete apron
5 Small Dam
6 Road network
7 External CampD waste stockpile area 8 External CampD Waste processing area
9 Recycling facility Warehouse 10 Large Items Shed 11 Office
19 Scope of Site Works and Activities Included in the Operation of the Landfill and
Recycling and Reprocessing Area and cell construction up to the completion of the excavation of Cell 1
These works and activities are included in Stage 1 and will be undertaken following the
completion of the Site Establishment works (subject to confirmation via Pre Operation
Compliance Audit) and once the Recycling and Reprocessing Area is constructed (subject
to an occupation certificate) and is operational
The specific works and activities are the
Emplacement of wastes into Cell 1A Construction of Cell 1B and 1C including the selective extractive operations to
extract the clay shale resource and related stockpiling activities Receipt and processing of wastes in the RRA with residuals being emplaced in Cell
1A and 1B
Figure 5 overleaf shows the general arrangement of Cell 1
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 16 Patons Lane Resource Recovery Centre Orchard Hills
Figure 5 ndash Cell 1 General Layout
Source ndash Drawing GHD 21-25736-C003
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 17 Patons Lane Resource Recovery Centre Orchard Hills
110 Project Approval and Consent Conditions Table 1 below details the specific Project Approval Consent Conditions and where they have been addressed It is the intention that this proposed plan will surpass the requirements of the approval in terms of positive environmental outcomes Table 1A Project Approval and Consent Conditions BWLampVMP
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440 BUND WALL LANDSCAPING AND VEGETATION MANAGEMENT PLAN (BWLampVMP) The Proponent shall prepare and implement a Bund Wall Landscaping and Vegetation Management Plan to achieve the final landform and landscaping in Figure 222 of the Further Modified Preferred Project Report (Ex Z in Appeal No 10928 of 2010) This plan must
It is noted that the DPampE provided approval to submit plans on a staged basis on 1 June 2016 An error was made in not including the BWLampVMP in this request A request was made to submit this plan on staged basis as permitted with the other plans as approved by DPampE on 12 November 2016 The DPampE approved the submission of the BWLampVMP on a staged basis on 12 December 2016 This correspondence is provided as Attachment 1 Accordingly this plan is being prepared on a staged basis as per the other plans ie it deals with Stage 1 which is the completion of Site Establishment Works and the completion of the excavation of Cell 1
440a be prepared in consultation with OEH EPA and NOW by a suitably qualified and experienced expert(s)
Huon Designs have been approved by the DPampE as suitably qualified experts in correspondence dated 31 August 2015 (see Attachment 2) This Plan has been forwarded to the following authorities for consultation NOW (this is the former New South Wales Office of Water ndash this Department is now known as DPI Water) The contact is waterreferralsdpinswgovau Attention John Galea EPA ndash Contact Kathy Falconer kathyfalconerepanswgovau wasteoperationsepanswgovau Office of Environment and Heritage (OEH) Note ndash Kathy Falconer is also the contact for consultation with OEH Penrith City Council ndash Contact Peter Wood Manager Assessments
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 18 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
PeterWoodpenrithcity Robert Craig Principal Planner RobertCraigpenrithcity Carlie Fulton Senior Environmental Health Officer carliefultonpenrithcity Note the project approval did not require the proponent to consult with PCC re the BWLampVMP However the proponent is required to consult with PCC re the Rehabilitation Plan so the Plan is being forwarded to PCC The agency comments (which were favourable) from PCC and DPI Water are attached as Appendix 7 Note EPA and OEH advised that they had no comments
440b be approved by the Director-General prior to the commencement of site establishment
This Plan has been submitted to DPampE following consultation with DPI Water EPA OEH and PCC
440c specify the staging milestones for implementation of landscaping works
This Plan is prepared for Stage 1 which is defined in Section 1 This staging is shown on Plans ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and ldquoLandform and RehabilitationLandscaping Planrdquo Drawing No PL 201710A dated 10 January 2017 attached to this report Staging Milestones for the Plans are based on the Stage 1 approved by DPampE
1 Site Establishment Works 2 Excavation and partial restoration of Cell
1 The works in this Plan cover the staging shown in the FMPPR Table 25 Indicative Emplacement and Cell Rehabilitation Staging up to year 5 (approximately) ie the completion of the staging of Cell 1 This is represented in Figure 210a Stage 0 Operations and Figure 221 Rehabilitation Following Site Establishment
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 19 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440d detail specifications for the approved removal reshaping andor landscaping of the bund walls
See Section 30 Site Managementin particular Section 37 Site Establishment ndash Rehabilitation and Landscaping Plan The detailed specifications implemented for the approved removal reshaping andor landscaping of the bund walls have been developed in accordance with the project approval based on the following high level project approval documents The FMPPR provides the requirements for the bund wall works as follows 1 Page 53 paragraph 4 2 Section 29 Existing Bund Wall
Managementrdquo also commencing on page 53 3 Section 23 Site Establishment page 16 4 Section 215 Rehabilitation 5 Figure 221 Figure 222and Attachment A in
Appendix 3 of the Modified Preferred Project Report (MPPR) Schematic Landscape Plans and Schedules
6 The resultant detailed specifications for the approved removal reshaping and design of the bund walls as required in the FMPPR and Site Establishment works are set out in Attachment 3 ndash GHD Plans and Cross Sections The landscape treatment of these bunds shown in the plans is set out in Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and in Section 30 and in particular Section 37 of this report
440e
specify riparian zone management within 50m of Blaxland Creek (measured from the top of the bank)
See Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and Section 30 of this report In particular Sections 31 Zone 1 Conserve areas of moderate resilience ndash Riparian Zone and Section 37 Riparian Zone management has been extended in places up to 100m in this plan The riparian zone is now defined as being 40m (measured from the top of the bank) pursuant to the Guidelines issued by DPI Office of Water (formerly NOW) in 2012
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 20 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440e (cont)
ldquoOn 1 July 2012 new rules commenced regarding controlled activities within riparian corridors The new rules amend the riparian corridor widths that apply to watercourses providing more flexibility in how riparian corridors can be used and making it easier for applicants to determine the Office of Water controlled activity approval requirementsrdquo These guidelines and related DPI Water documents have been followed in the formulation of this plan and the controlled activity approval application to be submitted to DPI Water for works carried out within the riparian zone DPI Water guidelines and policies are appended to this report as Attachment along with a survey defining the riparian zone
440f include measures to minimise native vegetation loss and additional tree planting to offset this loss
See Section 30 Site Management of this report In particular Sections 31 32 and 33 and Huon Design Plans ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and ldquoLandform and RehabilitationLandscaping Planrdquo Drawing No PL 201710A dated 10 January 2017 attached to this report
440g include a landscape plan identifying locations of planting and identifying species to be planted
See Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and Section 30 In particular Section 37 of this report
440h specify the use of only indigenous species propagated from local provenance seed
See Table 5 Revegetation Species List of this report
440i specify the measures which shall be undertaken to protect the EECs on adjacent lands (particularly to the southern and western boundaries of the site) in particular measures to
See Section 30 of this report In particular Section 37 Consultants have previously provided information on the impacts of dust surface water and groundwater upon the vegetation within the riparian zone and EEC within the conservation zone both on and off the Project Site See Attachment 5 (Consent Condition Schedule 6 Condition 5c This information has been used to assist developing strategies which are included
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 21 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
i) stabilize exposed soils ii) control of invasive weeds to prevent weeds from migrating to the EECs iii) prevent dust from impacting on the EECs iv) control sediment stormwater and surface run-off from impacting on the EECs v) prevent leachate from entering into the groundwater or migrating off-site and vi) include all of the above measures in corresponding management plans
in this plan protect the EECs on adjacent lands These issues are dealt with in section 30 of this Report and Section 40 Maintenance Monitoring and Key Performance Indicators of this Report See Section 30 of this report In particular Section 34 Erosion Strategy In addition see Soil Water and Leachate Management Plan - Audit Task 8 See Section 3 in particular Sections 31 32 33 and 36 Weed Management See Section 39 ndash Dust Management strategies In addition other dust management strategies relating to site operations not related to rehabilitation are set out in Audit Task 7 - Air Quality and Greenhouse Gas Management plan (AQampGGM Plan) and summarised in this Plan See and Section 34 andSoil Water and Leachate Management Plan Audit Task 8 and Landfill Environment Management Plan - Audit Task 18 See Section 34 which focuses on surface water control to keep surface water out of the leachate systems See specific reference in the Water and Leachate Management Plan Audit Task 8 and Landfill Environment Management Plan - Audit Task 18
440j identify protection measures for the vegetation and controls for each phase of the development
See Section 35 Fencing Strategy and Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
440k specify details of maintenance actions to ensure the vegetation is maintained at all times including
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 22 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
during the operations and for the post-closure period stipulated by the OEH and EPA
Note that post closure issues are not relevant for this Plan as it only required to deal with Stage 1 up to the end of the excavation of Cell 1
440l specify details of a monitoring and compliance program
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
440m require an annual review for inclusion in the Annual Environmental Management Review that reports on the performance of the landscaping and vegetation management including further recommendations to ensure the successful establishment of vegetation
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 23 Patons Lane Resource Recovery Centre Orchard Hills
Table 1B Project Approval and Consent Conditions Rehabilitation Plan
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
446 REHABILITATION PLAN The Proponent shall prepare and implement a Rehabilitation Plan to achieve the final landform and landscaping in Figure 222 of the Further Modified Preferred project Report (Exhibit in Appeal No 10928 of 2010) This plan must
It is noted that the DPampE provided approval to submit plans including this Rehabilitation Plan on a staged basis on 1 June 2016 This correspondence is provided as Attachment 1 This plan is being prepared on a staged basis as per the other plans ie it deals with Stage 1 ie the completion of Site Establishment Works and the completion of the excavation of Cell 1 Accordingly the works in this Plan cover the staging shown in Table 25 Indicative Emplacement and Cell Rehabilitation Staging up to year 5 (approximately) ie the completion of the staging of Cell 1 This is represented in Figure 210a Stage 0 Operations and Figure 221 Rehabilitation Following Site Establishment
446a be prepared by a suitably qualified expert whose appointment has been approved by the Director-General
Huon Designs have been approved by the DPampE as suitably qualified experts in correspondence dated 31 August 2015 (see Attachment 2)
446b be prepared in consultation with EPA NOW and Council
This Plan has been forwarded to the following authorities for consultation NOW (this is the former New South Wales Office of Water ndash this Department is now known as DPI Water) The contact is waterreferralsdpinswgovau Attention John Galea EPA ndash Contact Kathy Falconer kathyfalconerepanswgovau wasteoperationsepanswgovau Office of Environment and Heritage (OEH) Note ndash Kathy Falconer is also the contact for consultation with OEH Penrith City Council ndash Contact Peter Wood Manager Assessments PeterWoodpenrithcity
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 24 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
Robert Craig Principal Planner RobertCraigpenrithcity Carlie Fulton Senior Environmental Health Officer carliefultonpenrithcity The agency comments (which were favourable) from PCC and DPI Water are attached as Appendix 7 Note EPA and OEH advised that they had no comments
446c be submitted to and approved by the Director-General prior to commencement of the site establishment works
The Plan has been submitted to DPampE following results of consultation
446d define the objectives and criteria for rehabilitation and closure
See Sections 10 and 40 of this Report
446e comply with the minimum design specifications and operationalpost closure requirements in Schedule 7 unless specified by the EPA
Satisfied as detailed in Sections 10 38 and 40 of this Report In addition Schedule 7 of the project approval is attached to this report with details of where these requirements are addressed in various reports
446f identify the works required and the progressive timing to complete the rehabilitation of each part of the Project
See Section 30 of this report and Section 50 lsquoRestoration Works Programrdquo of this Report
446g investigate options for the removal of Dam 2 outside the riparian corridor as of the final landform once the operational purpose of the dam is complete
Not applicable in Stage 1 of the Plan
446h investigate options for the future use of the site
Not applicable in Stage 1 of the Plan
446i include provisions to monitor and manage settlement impacts during and after the operations
Not applicable in Stage 1 of the Plan except as interim preloading waste emplacement with stockpiles of quarried materials to minimize future settlement impacts See Section 40 of this report
446j describe the measures that would be implemented to achieve the specified objectives and criteria for the rehabilitation and closure
See Section 30 and Section 40 of this Report
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 25 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
446k calculate the cost of implementing these measures
See Section 60 ldquoRestoration Works Budgetrdquo of this Report
446l describe how the performance of these measures would be monitored over time
See Section 40 of this Report
446m address the issue of settlement post-closure and provide designs and ongoing maintenance procedures such as backfilling to maintain slope drainage and prevent ponding
See Section 40 of this Report and notes above in reference to 446i
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 26 Patons Lane Resource Recovery Centre Orchard Hills
20 SITE DESCRIPTION 21 Location and Ownership Patons Lane Resource Recovery Centre Lot 40 DP 738126 occupies an area of 60 hectares located at the end of Patons Lane Orchard Hills in the Local Government area of Penrith City Council The site is owned by SRC Properties Pty Ltd and is bordered to the west and south by bush land owned by the Commonwealth Defence Department and by private farming land to the north and east 22 Abiotic Factors 221 Climate The climate in the suburb of Orchard Hills has the historic recording associated with the western parts of the Sydney Basin and nearby Penrith The hottest days have been recorded in summer where temperatures can reach as high as 43 degrees celcius Winter temperatures can range from below freezing with occasional frosts to an average of 17 degrees celcius Rainfall averages about 800mm per annum but is often variable with the highest rainfall generally occurring in the late springsummer months 222 Geology and Soils The geology and soils of the Orchard Hills area is part of the Hawkesbury River flood plain and is typified by Wianamatta Shale soils This has resulted in relatively rich natural soils and abundance of underlying shale The valuable light-firing shale was the resource exploited in the previous quarry operations and is to be further utilized in the ongoing operations of the site The soil is dispersive and relatively erosive Large amounts of various fill materials have been imported onto the site and this will be reused in the operation of the landfill as cover material and capping material 223 Topography and Aspect The property has a predominantly neutral aspect as it has been almost totally impacted by previous quarry operations including the construction of surrounding bund walls The surrounding topography however is generally flat undulating with a slight southerly aspect Once complete the final landform will be a low hill with grades of 2-10 224 Catchment and Drainage The property is part of the Blaxland Creek Catchment that ultimately drains into the Hawkesbury-Nepean Catchment Very little of the current site drains off the property as it is contained by the surrounding bund walls and collected in existing dams The north and west perimeter of the site drains into Blaxland Creek The south and east drain into the depression running east alongside Patons Lane 225 Erosion Erosion is present in previously disturbed areas and is primarily occurring inside the existing bund walls where runoff is then directed into internal dams and ponds The surrounding bund walls are generally stable and well vegetated Blaxland Creek has some erosion along its banks more due to flash floods from upstream than any impacts created on the site
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 27 Patons Lane Resource Recovery Centre Orchard Hills
226 Acoustics and Scenic Amenity The site is currently dormant and has no activities that would impact on the acoustic or scenic amenity of the area A few cattle kangaroos and feral animals graze on the site Only the visual impact of the bund walls is significant due to their relative height uniformity and lack of bush land vegetation 23 Biotic Factors 231 Flora The site and surrounding area contains two (2) plant communities as listed in the Introduction and Executive Summary The two key vegetation communities associated with this site are the Cumberland Plain Woodland and the River Flat Eucalyptus Forest The remainder of the site is bare exposed soil or covered with pasture grasses and a range of perennial and herbaceous weeds The Cumberland Plain Woodland is primarily located in Defence Department land to the west southwest and south of the site It is an Endangered Ecological Community (EEC) and remnant species still exist on site or have germinated here It occurs where the land has been undisturbed by previous quarry operations and in the vicinity of Blaxland Creek The River Flat Eucalyptus Forest is also an Endangered Ecological Community and occurs in the northwest corner of the site It is the vegetation community that makes up the riparian zone of Blaxland Creek Plant species list and those suitable for revegetation are to be sourced from these communities and are listed in Table 5 The list is also a compilation of those prepared by Richard Lamb and Associates (Schematic Landscape Plans and Schedules) and Geoff Cunningham (Flora Assessment Report September 2009 and Response to Point 1(e) Short Minutes of Order 12 May 2011) According to the Flora Assessment there are no records of threatened plant species on the site or in the vicinity and this was confirmed by field surveys undertaken by Geoff Cunningham and Huon Designs 232 Fauna The native fauna populations on the site would be in line with fauna studies undertaken and included in the Fauna Assessment prepared by Aquila Ecological Surveys September 2009 The adjacent Defence Department land is well fenced as is the farming land The only sizeable access onto the site is via the opening to the southeast corner of the site at the end of Patons Lane The site itself does not currently provide significant habitat other than pondsdams and pasture grasslands Despite the high level of disturbance on the site native fauna would still be frequenting much of the site to forage drink and take advantage of isolated trees and vegetation Sightings of wallabies reptiles and a variety of birdlife have been reported anecdotally It should be anticipated that pest species would also frequent the site due to surrounding land uses and reported populations This would include foxes rabbits and feral cats and dogs Once the perimeter security fencing is complete there will be limited access or through movement of larger species They will only be able to enter and leave if they capitalize on the opportune use of open gates and breaks in the fencing
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 28 Patons Lane Resource Recovery Centre Orchard Hills
As stated in Aquilarsquos report if managed appropriately ldquothe Project would not have any impact upon the fauna and fauna habitat on the adjoining Commonwealth land managed by the Department of Defencerdquo Aquilarsquos report also states that the limited and modified habitats represented on the site may support a narrow range of native fauna that are common in the surrounding region Furthermore it states that ldquowhilst three fauna species listed as vulnerable on the Threatened Species Conservation (TSC) Act occur or are likely to occur there is unlikely to be a significant effect on these species or their habitatsrdquo Once complete the project will provide an increase in the amount of valuable habitat in contrast to the decrease in the surrounding areas due to future residential and commercial development pressures 24 Condition of bush land and weeds Intact and undisturbed areas of native vegetation are non-existent on the site The vast majority of the site (as identified in Cunninghamrsquos assessment) is weed invaded disturbed land The weeds present are listed in Table 3 of this report and the native grasses present are included in Table 5 Revegetation Species List The Cumberland Plain Woodland represented on the neighbouring Department of Defence land is relatively intact with moderate disturbance caused by tracks firesecurity management practices and some weeds Most weeds are impacting the site due to a range of causal factors as outlined in Table 2 The riparian zone of Blaxland Creek is intact but disturbed by weeds manmade activities and domesticferal animal grazing The narrow strip of land on the boundaries of the site between the bund walls and the security fencing is largely intact in terms of site soils but is also severely disturbed by weeds manmade activities and domesticferal animal grazing Both areas are likely to have a healthy seed bank of native species They have been hampered in their ability to regenerate due to domestic grazing weeds and pasture grasses There is also undoubtedly a substantial seed bank of weed species present One noxious weed was recorded on the site being African Boxthorn (Lycium ferocissum) a Class 4 Weed Methods for the treatment and removal of weeds are discussed in Section 362 Management of Weed Removal and Encouragement of Natural Regeneration 241 Site Resilience Site resilience relates to the ability of the natural areas to recover or lsquobounce backrsquo after disturbance It is one of the main considerations in prioritizing actions set out in this Plan In the areas of high resilience the site soils have not been disturbed the water regime remains the same and no extra nutrients have been introduced There is also a good representation of all native vegetation strata levels showing varying stages of maturity an intact native seed bank present in the soil potential habitat including hollow-bearing trees connectivity to other natural areas and areas of a size large enough to reduce levels of edge effects There are no areas of high resilience on the site Moderately resilient areas have had some disturbance are adjacent to disturbed areas andor will be affected by runoff from disturbed areas the native vegetation structure is not indicative of a highly resilient area and habitat is threatened The riparian zone adjoining Blaxland Creek exhibits moderate resilience
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 29 Patons Lane Resource Recovery Centre Orchard Hills
Areas of low to nil resilience have experienced significant disturbance such as removal of topsoil addition of fill changes in water flow erosion weeds dominating over native species and loss of habitat It is necessary to stabilize low resilient areas to reduce resources required to preserve and conserve high to moderately resilient areas now and into the future The narrow strip of land between the bund walls and the security fence may well have low to moderate resilience but is severely impacted by weeds and grazing The ability for this zone to bounce back will only be recognized over time as the management practices outlined in this Plan are implemented If it is identified that some of this area has good resilience due to a healthy native seed bank it may be possible to carry out a soil translocation operation as detailed in Section 37 below Fundamentally the theory is to use current bush regeneration techniques to control weeds and encourage natural regeneration This may include revegetation works also The remainder of the site and the bund walls has been severely impacted with no original topsoil It will be further impacted and has no worthwhile resilience These areas need to be stabilized and managed in such a manner to control weeds and to ensure that negative impacts do not place undue pressure on the other zones hence increasing costs The methods for managing areas of varying resilience are outlined in Sections 31 32 and 33 below 242 Causes of Weed Invasion Identifying the cause of weed invasion is necessary to determine work priorities to prevent further encroachment and to reduce the need for high levels of ongoing resources required to achieve outcomes The major causes of weed invasion on site as per the table below are classified as physical disturbance of soil imported soil dumped garden refuse physical disturbance of vegetation wind water and fauna dispersal Most causes of weed invasion listed below occur on the site The methods to control these factors are an important part of this Plan and are outlined below in Section 3 Site Management Recommendations
Table 2 Causes of weed invasion (Hawkesbury-Nepean Catchment Management Trust 2000)
Cause of weed invasion Code Symptoms Physical disturbance of soil S Weed established on bare soil Imported soil F Weeds established on imported soil Dumped garden refuse D Weeds centered on dumped garden refuse Physical disturbance of vegetation V Evident that moving or trampling has allowed weed growth Impacts from storm water R Growing in wet areas below storm water outlets Fauna dispersal O Weeds established in otherwise undisturbed areas Wind w Weeds established in otherwise undisturbed areasanimals not cause Water a Weeds centred on creek where weeds present in headwaters Neighbouring property n Weeds spread from neighbouring property
Measures to control the causes of weed invasion are discussed in detail in Section 361 Management of Causes of Weed Invasion 243 Weed Management Zones Weed management zones are based on site resilience position in the landscape weeds present causes of weed invasion and treatment requirements Zone 1 includes areas mapped with moderate
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 30 Patons Lane Resource Recovery Centre Orchard Hills
resilience and Zone 2 includes areas of low resilience The remainder of the site is Zone 3 has no resilience and will be highly modified over the course of the project It will be subject to rehabilitation into the future including pasture grasses and some native vegetation The Weed Management Zones are shown on the attached plans PL201709A and PL201710A dated 10 January 2017 In general terms Zone 1 represents the restoration and expansion of the Blaxland Creek Riparian corridor River Flat Eucalyptus Forest Zone 2 represents the establishment and expansion of the Cumberland Plain Woodland and its consolidation as a buffer to the neighbouring EEC Zone 3 is primarily the vast proportion of the site Zone 3 has been severely impacted and will continue to be severely impacted Ultimately it will be returned to domestic grazing land with pockets of native vegetation in a staged process as quarry and filling works are completed 244 Weeds The following Table 3 lists the weeds known or likely to occur on the site Field surveys by Geoff Cunningham and Huon Designs have corroborated this information Much of the site (about 55) is water bare soil hardstand roads and bare stockpiles This is unlikely to change significantly until Site Establishment is complete and site rehabilitation occurs Primarily this will involve the reshaping and stabilization of the new bund walls It will also include rehabilitation of the boundary areas and the vicinity of Blaxland Creek The distribution and density of the weeds present on site have been expressed as a percentage in the table below to give some indication of the problems they entail and as a baseline indicator of how successful future management techniques are
Table 3 Weeds on site at time of inspection Botanial Name Common Name Classification Method of dispersalspread Estimate
of Site Cover
Ageratina adenophora Crofton Weed Perennial Herb SeedWindWater 2 Andropogon virginicus Whiskey Grass Perennial Grass SeedWindWater 2 Araujia hortorum Moth Vine Perennial Vine SeedWind 1 Chloris gayana Rhodes Grass Perennial Grass SeedWindWater 2 Chloris virgata Rhodes Grass Perennial Grass SeedWindWater 2 Conyza bonariensis Fleabane Perennial Herb SeedWindWater 2 Cynodon dactylon Couch Grass Perennial Grass Underground Stolons 5 Dittrichia graveolens Stinkwort Perennial Herb SeedWindBirdWater 1 Echinopogon ovatus Forest Hedgehog Grass Perennial Grass SeedWindWater 1 Eragrostis curvula African Lovegrass Perennial Grass SeedWindWater 2 Genista monspessulana Montpellier Broom Woody SeedBirdWater 2 Hypochaeris radicata Flatweed Perennial Herb SeedWindWater 1 Lantana camara Lantana Woody SeedBirdWater 1 Lycium ferrocissum African Boxthorn Woody SeedBirdWater 2 Onopordum acanthium Scotch Thistle Perennial Herb SeedWind 1 Paspalum dilatatum Paspalum Perennial Grass SeedWind Water 2 Pennisetum clandestinum Kikuyu Perennial Grass StolonsImported soilWater 5 Phytolacca octandra Inkweed Perennial Herb SeedBirdWaterTubers 1 Ricinus communis Castor Oil Plant Perennial Herb SeedBirdTubers 1 Senecio madagascariensis Fireweed Perennial Herb SeedWindWater 1 Setaria pumila Pale Pigeon Grass Perennial Grass SeedWindWater 2 Sida rhombifolia Paddyrsquos Lucerne Woody SeedWater 1 Solanum sisymbrifolium Sticky Nightshade Perennial Herd SeedBirdWater 1 Solanum mauritianum Wild Tobacco Small Tree SeedBirdWater 1 Sporobolus africanus Parramatta Grass Perennial Grass SeedWindWater 2 Verbena bonariensis Wild Stattice Perennial Herb SeedWindWater 1
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 31 Patons Lane Resource Recovery Centre Orchard Hills
30 SITE MANAGEMENT All Site ResilienceWeed Management Zones are mapped on Huon Designs Drawing Nos PL201709A and PL201710A The location shape and final finish of the bund walls dams and bioswales are as designed by GHD Group Pty Ltd and as shown on Drawing nos SK010 and SK024 The site management techniques contained within this report are based on these landforms and refer to the above Huon Design Plans Huon Designs will act as the Project Manager on behalf of SRC Properties Pty Ltd (SRC) owners of the facility in order to implement this Plan 31 Zone 1 Conserve areas of moderate resilience - Riparian Zone The areas mapped with moderate resilience are to be allowed to regenerate Additional management techniques are detailed in Section 37 Site Establishment Actions to take should include but are not to be limited to the following Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Restrict vehicle and contractor access to existing tracks and designated construction zone
only (refer to section 351 Protective Fencing) Exclude domestic stock Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy) Identify and treat encroaching weed species by using best practice Bush Regeneration
techniques (refer to section 36 Weed Management Strategy) Monitor areas for future weed encroachment by regular (weekly) inspections and adapt work
program to suit new threats Revegetate Zone 1 with native tubestock of local provenance as per Table 5 Revegetation
Species List (River Flat Eucalyptus Forest) and Drawing No PL201709A Monitor for herbivore activity (scats digging damaged vegetation) and protect regenerating
native species and revegetated areas with protective fencing or plant guards as required (refer to section 355 Vegetation Fencing) and
Monitor to identify areas requiring replacement andor additional revegetation
32 Zone 2 Restore and rehabilitate areas of low resilience - Property Boundaries The priority of working areas of low resilience will be dependent upon their location in respect to moderate resilient areas and the potential of the low resilient areas to affect the surrounding areas These areas of low resilience must not become the source of weed encroachment into other zones Treatment is aimed at suppressing weed growth and stabilizing disturbed soil Weeds must not be allowed to seed and spread Clearly the areas to the northwest west and southwest of the site are the areas of particular importance as the Plan strives to establish and protect the two EECs that are present here Boundary areas to the north east and south east are less of a priority as they will have less impact on the EECs Additional management techniques are detailed in Section 37 Site Establishment Actions to take should include but are not to be limited to the following
Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Vehicle and contractor access kept to existing tracks and designated construction zone (refer
to section 351 Protective Fencing) Exclude domestic stock Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy)
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 32 Patons Lane Resource Recovery Centre Orchard Hills
Identify and treat weed species using best practice Bush Regeneration techniques (refer to section 36 Weed Management Strategy)
Monitor areas for future weed encroachment by regular (weekly) inspections and adapt work program to suit new threats
Revegetate Zone 2 with native tubestock of local provenance as per Table 5 Revegetation Species List (Cumberland Plain Woodland) and areas shown on Drawing No PL201709A
Monitor for herbivore activity (scats digging damaged vegetation) and protect regenerating native species and revegetated areas with protective fencing or plant guards as required (refer to section 355 Vegetation Fencing) and
Monitor to identify areas requiring replacement andor additional revegetation
33 Zone 3 Maintain and control weeds in grazingquarry areas of no resilience The priority of working areas of no resilience will be dependent upon their location in respect to medium and low resilient areas and their potential to affect the surrounding areas These areas of no resilience must not become the source of weed encroachment into other zones Treatment is aimed at suppressing weed growth and stabilizing disturbed soil Weeds must not be allowed to seed and spread Actions to take should include but are not to be limited to the following Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Vehicle and contractor access kept to existing tracks and designated construction zone (refer
to section 351 Protective Fencing) Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy) Identify and treat weed species using best practice Bush Regeneration techniques (refer to
section 36 Weed Management Strategy) Monitor areas for future weed encroachment by regular (monthly) inspections and adapt work
program to suit new threats Revegetation and native screen planting with native tubestock of local provenance as per
Table 5 Revegetation Species List (Cumberland Plain Woodland) and areas shown on Drawing No PL201709A and Drawing No PL201710A and
Maintain pasture grasses and reseed non-invasive grasses as required It is required that the landowner engage a qualified Bush Regeneration company to provide assistance and guidance in these works to successfully restore and protect the natural bushland communities associated with the site
34 Erosion Strategy The comments in this report are intended to support and compliment the Soil Water and Leachate Management Plan (SWampLMP) prepared by GHD Group Pty Ltd Besides managing erosion the control of surface water is integral to controlling leachate generation and the potential for leachate to impact on adjoining EECs Overland flow across areas of disturbed soilvegetation and general storm water runoff on the site has caused soil erosion Erosion has also occurred down the roadways and along open gutter swales beside roads stockpiles and bunds Construction activities (vehicles access services stockpiles and building activities) can also create erosion problems and must be controlled by appropriate protective fencing sediment fencing (refer to section 35 Fencing Strategy) and designated access tracks The number of access tracks should be minimized and clearly defined
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 33 Patons Lane Resource Recovery Centre Orchard Hills
Fortunately the site currently is well contained and most erosion runoff ends up in existing dams This is not a long-term solution as the site is developed A number of other problems will occur if soils are lost and storm water is not managed properly The SWampLMP addresses these issues and still relies on a series of dams and bioswales to clean the water prior to discharge off the site Erosion can aid the spread and establishment of weeds It can also hinder the growth and establishment of the native plant communities The strategies used to control erosion work closely and concurrently with those used to enhance native plant communities They will prevent weed encroachment and help with the establishment of native vegetation cover To mitigate the effects of soil erosion (including the current situation of the dams acting as silt traps) targeted water management techniques are to be incorporated into site works The aim is to reduce water velocity disperse water to enable greater absorption into the soil and re-establish native vegetation as outlined in sections 341 342 and 343 below 341 Overland water flow across disturbed bushland areas and cleared areas Mulching Hydromulching of bunds and long term stockpiles with non-invasive pasture grasses and
natives Strategic placement of rocks and logs (rocks taken from siteexcavation works and logs from
weed treesshrubs to be removed) Revegetation with native tubestock of local provenance (refer to Table 5 and section 355
Vegetation Fencing) Natural regeneration to be encouraged using bushland regeneration techniques
342 Storm water runoff along bioswales and dam overflows Install small rock check dams at regular intervals along swales to allow silt to drop out Install large rocks as armouring and energy dissipation to protect banks and to avoid scouring
in spillways dam overflows and Blaxland Creek (refer to Blue Book and Department of Primary Industries guidelines)
Stabilize and revegetate channels dam wall spillways and overflow with native tube stock of local provenance (refer to Table 5 and section 355 Vegetation Fencing) and
Natural regeneration to be encouraged using bushland regeneration techniques 343 Storm water runoff down roadways and drainage swales Install small rock check dams at regular intervals along swales to allow silt to drop out (using
rock from site construction activities not bushland areas) Along straight steep grades build a crowned road profile to shed water to the gutter swales Install a number of grade reversals along the steeper sections of the road in the form of a
ldquospeed bumprdquo to interrupt the water flow and direct it into the swales It is required that the landowner engage a qualified Bush Regeneration company to provide assistance and guidance in these works to successfully control erosion and the impacts of storm water 35 Fencing Strategy The purpose of the fencing strategy is limit the amount of site soils disturbed by construction activities to control erosion through the use of silt fences and to protect rehabilitated areas from unintentional damage caused by vehicles livestock feral animals site works or other human activities The fencing is to be installed as noted on Sections AA BB and CC of Drawing No
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 34 Patons Lane Resource Recovery Centre Orchard Hills
PL201709A and Sections AA of Drawing No PL201710A Exclusion zone fencing and extent of tree protection will be undertaken on site in conjunction with a representative of Huon Designs in attendance andor the Bush Regeneration company 351 Protective Fencing ndash Exclusion and site delineation Protective fencing will be required on site during site establishment and project operation to delineate the construction site from the NO GO ZONES This will protect native areas and areas undergoing rehabilitation from construction activities It will ensure the construction footprint is kept to a minimum including the movement of vehicles and machinery the delivery and storage of materials installation of services and the disposal of site excavated materials NO GO ZONES are areas excluded from any construction activities stockpiles or storage Protective fencing between construction site and NO GO ZONES will be a mixture of temporary and long term measures For long term protection the following measures shall be employed 1200mm high star pickets at maximum 25 metre spacing four strands of (12 gauge) wire 900mm high silt fencing may be attached if required and
Temporary measures shall include Flagging and bunting suspended on star pickets similar to systems used on RMS projects Signposting and notices
Location is shown in the site sections on Drawing No PL201709A and Drawing No PL201710A
352 Erosion and Sediment Fencing Sediment and erosion control fences to be located as per site sections on Drawing No PL201709A and Drawing No PL201710A They are to be installed and maintained in accordance with ldquoManaging Urban Stormwater ndash Landcom (March 2004)rdquo to protect the site from construction activities Industry standard silt barrier (900mm high minimum and 150mm minimum buried depth) is to be installed to the downhill side of all disturbed areas to all boundary fences as required to any intermediate fences and as required to all NO GO ZONE protective fencing constructed as detailed above The silt fencing will also aid in the control of feral animals and the spread of weeds For this particular reason it will be incorporated wherever possible to maximize the effectiveness of all the site fences permanent and temporary 353 Vegetation Fencing Additional fencing may be required to protect areas of regeneration andor revegetation from domestic or feral animal damage This is to be determined following monitoring of site for scats digging andor vegetation damage Fencing type to be appropriate for identified herbivore Generally the attachment of 900mm silt fencing to Protective Fencing as outlined above will be appropriate This will also help to control the dispersion of weeds into the revegetation zones 36 Weed Management Strategy The Weed Management Strategy is to address the site resilience and cause of disturbance across the site Consideration is given to the abiotic and biotic components with the goal of restoring and
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 35 Patons Lane Resource Recovery Centre Orchard Hills
preserving the natural ecological communities To achieve the goal the strategy is to prevent further weed invasion remove existing weeds suppress weed species with natural regeneration and revegetate areas of poor resilience with species of local provenance 361 Management of Causes of Weed Invasion In order to prevent further weed invasion the causes need to be addressed as detailed in Table 4 below The causes have been identified in 242 Causes of Weed invasion and Table 3
Table 4 Addressing causes of weed invasion Cause Code Mitigation Physical disturbance of soil
s No further soil disturbance is to occur outside the designated construction zones All access and tracks are to be limited controlled and clearly defined Carry out best practice bush regeneration techniques and timing Use erosion controls and fencing
Imported soil f No imported soil to enter rehabilitated areas of site or be used on areas for revegetation until it has been stockpiled and assessed for weed species Any identified imported soil with weed propagules and seeds are to be used elsewhere and out of permanent revegetation zones where possible
Dumped garden refuse
d Remove and exclude any garden refuse to prevent spread of exotic plant species Avoid the increase of nutrient levels which will encourage further weed growth
Physical disturbance of vegetation
v No further disturbance of existing native vegetation is to occur Existing and restored vegetation to be protected from activities associated with the Resource Recovery Centre (its site establishment and operation) by limited and controlled access and the use of exclusion fencing Implement best practice bush regeneration techniques Implement erosionstormwater controls and siltexclusion fencing
Impacts from storm water
r Erosion control (34 Erosion strategy)
Weed dispersal owa Strategically timed weed removal to prevent additional weed incursions andor weed seed production remove and dispose of properly any weed vegetative propagules monitor for outbreaks
Neighbouring property
n Address any source of weeds from neighbourrsquos property with neighbourrsquos cooperation to prevent ongoing incursion and therefore management Silt fencing or barriers may be incorporated if neighbour is non-compliant to offering assistance
362 Management of Weed Removal and Encouragement of Natural Regeneration The concept of restoring bushland after it has been adversely impacted is to embark upon long-term strategies to suppress weeds and encourage the natural resilience of the native bushland to recover and thrive The current weed species present (see Table 3 Weed Species) are established and will spread rapidly if not treated Their management and control is to be undertaken according with this plan and in consultation with a qualified bush regeneration company Continual monitoring of the site and regular inspections will allow an adaptive approach to be implemented From these observations it is possible to plan work practices according to the changing conditions Treatment of weeds is to be undertaken with best practice Bush Regeneration techniques aimed at minimal use of herbicides encouragement of natural regrowth the use of non-invasive grass species and the prevention of weed seed or spread Weed management work zones are outlined in Sections 31 32 and 33 above and identified on the plans Drawing No PL201709A and Drawing No PL201710A
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 36 Patons Lane Resource Recovery Centre Orchard Hills
Annual and perennial weed species and grasses are opportunistic to areas of disturbance and areas of increased light water and nutrient flows They can be prolific seeders and can spread rapidly Timing of annual and perennial weed species treatment is to be aimed at the prevention of seed formation This will reduce the density and spread of weeds and therefore reduce levels of ongoing treatment requirements Treatment will require a combination of the following hand removal including underground reproductive structures (see Table 3 Weed Species) de-seeding (if flowering and seeding has occurred) large infestations may require herbicide application as recommended on herbicide label
(spraying an annual in flower will not prevent or kill seed) soil andor leaf litter translocation and creation of canopy and competition through native regeneration and revegetation
Woody weed treatment (including for African Boxthorn) will require a combination of the following hand removal cut and paint scrape and paint and foliar spray herbicide application (not the preferred option)
Any reproductive propagules flowers and seeds are to be disposed of in an appropriate manner that they will not be able to thrive and spread Undisturbed soil and untouched bushland is an invaluable resource and will be retained and protected as it requires little or no input to manage By allowing minimal site disturbance in Zones 1 and 2 the success and ease of implementing the management plan will be greatly enhanced Refer to the section below for guidance on the use of soil translocation This technique can be very successful in smothering weeds It also is good for establishing a topsoil layer with a good native seed bank and high potential for natural regeneration 37 Site Establishment ndash Rehabilitation and Landscaping Plan Table 1A at Schedule 4 condition 40(d) notes that rehabilitation and landscaping is to be implemented in accordance with Figure 10 (Figure 222 (Final Landform) of the FMPPR) Additionally Figure 11 ( figure 222 in the FMPPR - Rehabilitation Status following site establishment) also needs to needs to be considered in implementing the approved design specification as do other sections of the FMPPR For clarities sake the high level design requirements contained in the approval documents relating to bund wall and landscaping issues relevant to this plan (noted in Table 1A) are summarised below and have been incorporated into Drawing No PL201710A Relevant excepts of these documents are attached as an Appendix to this report Figure 7
This figure shows the anticipated progression of cell rehabilitation noted as Stage 0 in the FMPPR Note this equates approximately to Stage 1 works and activities as defined by the DPampE in Section 1
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 37 Patons Lane Resource Recovery Centre Orchard Hills
Figure 6 This table sets out the indicative emplacement and cell rehabilitation staging which shows that based on maximum permitted inputs the excavation of Cell 1 is likely to be completed in approximately year 5 Accordingly allowing for market fluctuations the Proponent estimates that the completion of the excavation of Cell 1 will take 5 ndash 7 years In addition the capping of Cells 1 A and 1B will be interim capping and rehabilitation only to allow for settlement prior to final capping
FMPPR Section 23 Site Establishment This Section of the FMPPR sets out the constructionshaping of the final rehabilitated landform along the northern and eastern sides of the property together with the northern eastern and south eastern bunds as shown in Figure 3 of this report
Section 29 Bund Wall Management Further details are provided of the bund wall design ndash as shown in Figure 8 Additionally this section states ldquoan important component of the management of the northern and eastern faces would be the early completion and landscaping of both faces such that no further earthmoving activities are necessary after the site establishment phase Only maintenance of the landscaping would be required beyond the site establishment phaserdquo These works will be undertaken as a priority during Site Establishment Figures 8 and 9 provide high level designs for the norther and eastern bunds The Site Establishment Noise Management Plan (SENMP) includes additional details in relation to implementing these works and complying with noise criteria for the project
Figure 8 This figure sets out the rehabilitation works specifically required during Site Establishment These works are incorporated into this Plan
Figure 11 This figure sets out the Final landform upon completion of landfilling and capping works on site after 25 years As this Plan covers Stage 1 which is 5-7 years which means that much of Figure 8 is not relevant for this Plan However the detailed landform plans developed are based on this figure and are generally consistent with the project approval
Appendix 3 ndash Visual Assessment Modified Preferred Project Report This report contains the landscaping specifications for Site Establishment activities including layouts and planting specifications that were used to develop Figure 221 in the FMPPR (Figures 10 12 and 13 in this report)
All these Plans and tables are set out below for ease of reference Additionally the Site Establishment Noise Management Plan sets out methodologies for the deconstruction of the bund walls and the details requirements for the use of noise control barriers
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 38 Patons Lane Resource Recovery Centre Orchard Hills
Figure 6
As outlined in Sections 31 32 and 33 above the conservation restoration and maintenance of the site will require an ongoing adaptive and multi-pronged management system
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 39 Patons Lane Resource Recovery Centre Orchard Hills
Figure 7
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 40 Patons Lane Resource Recovery Centre Orchard Hills
Figure 8
Figure 9
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 41 Patons Lane Resource Recovery Centre Orchard Hills
Revegetation planting is to occur as indicated on the attached plan Drawing No PL201709A particularly around dams along the boundaries in bioswales on the bund walls and in the Blaxland Creek Riparian Zone This will supplement natural regeneration and provide enhanced competition against encroaching weed species Clumped planting along drainage swales to be undertaken to stabilize disturbed areas prone to erosion During the site establishment construction works it is essential to minimize the disturbance of site soils The only areas where the site soil will be disturbed is to build new dams construct spillways desilt existing dams stabilize creek banks construct access tracks and form up bioswales Site topsoils are valuable for the rehabilitation works particularly if they contain a healthy seed bank of native species Its preservation aids the ability of the site to be rehabilitated through natural regeneration To benefit from these soils it is proposed to reuse it by translocating the top 100-200mm of topsoil prior to any earthworks progressing To maintain the viability of the seed bank it cannot be stockpiled and must be respread in a 100-200mm layer Translocating soil will greatly assist the rehabilitation of the site Initially the first topsoil stripped from a work area can be spread in a temporary location where it will not be disturbed Once a reasonable section of earthworks are completed this topsoil (or topsoil stripped from current work areas) can then be directly respread to restore disturbed areas such as bioswales dam walls edges of access tracks stockpile sites and new bund walls It is preferable to move the soil in one operation if possible as it is more efficient and effective This is easily achieved by progressing the work in such a fashion that as works progress forward topsoil is stripped and carried back to be spread on areas behind the work face that need restoration Applying the bush regeneration and revegetation techniques (including soil relocation) to the northwest west and southwest boundaries will establish and protect the EECs present as detailed later in this section This will help to reduce ongoing maintenance assist erosion control on disturbed ground and establish increased levels of natural bushland The same techniques to the southern and eastern boundaries will expand and establish a good strip of native vegetation also reflecting the Cumberland Plain Woodland Community once common to the area All plants will be sourced from locally endemic seed stock according to the species list for each plant community All plants to be supplied as forestry tubes hiko tubes or viro cells for some species and ground covers The species list of each plant community is attached in Table 5 The location of tree planting will occur to ensure they maximize site screening and add variety to the uniformity of the landform All revegetation works fall within two Plant Communities and the plants will be selected as per Table 5 Revegetation Species List The communities are CumberlandPlainWoodlandCommunity RiverFlatEucalyptusForestCommunity
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 42 Patons Lane Resource Recovery Centre Orchard Hills
Figure10
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 43 Patons Lane Resource Recovery Centre Orchard Hills
Figure 11
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 44 Patons Lane Resource Recovery Centre Orchard Hills
Figure 12
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 45 Patons Lane Resource Recovery Centre Orchard Hills
The planting density will vary and is to be determined on site according to levels of disturbance erosion and natural regeneration Five plants per square metre are considered a minimum whether through natural regeneration or revegetation work The aim is to establish a minimum planting density of five native species per square metre (5m2) A variety of strata levels is to be achieved that includes trees shrubs and ground covers The planting matrix as depicted in Richard Lambs Report forms the basis of the rehabilitation and revegetation works as shown in Figure 13 below Plant protection is to be installed if required following monitoring inspections Protection can be either fencing (refer to 353Vegetation Fencing) or individual plant protectors ldquoTerracottumrdquo crystals will be mixed into the site soils to minimize maintenance increase growth rates and reduce plant losses To ensure the standard of 90 survival rate revegetated areas are to undergo regular maintenance of watering weeding replacement of dead or dying plants and adjustment of rabbit bags or protective fencing where necessary At the completion of site establishment works the landform will be rehabilitated primarily with native riparian and woodland planting Planting of temporary bunds with grasses for stabilization and woodland species for screening will also have been completed Planting of grasses to stabilize bund walls and other disturbed areas will be undertaken using appropriate hydromulching techniques These are outlined in Section 381 below Figure 13 Native Plant Revegetation Planting Matrix (source Richard Lamb and Associates)
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 46 Patons Lane Resource Recovery Centre Orchard Hills
Table 5 Revegetation Species List
Cumberland Plain Woodland Community River Flat Eucalyptus Forest Community Botanical Name Common Name Botanical Name Common Name Trees TreesAcacia parramattensis subsp parramattensis
Parramatta Green Wattle Acacia parramattensis subsp parramattensis
Parramatta Green Wattle
Acacia decurrens Sydney Green Wattle Angophora floribunda Rough-barked Apple Corymbia maculata Spotted Gum Casuarina glauca Swamp She-Oak Eucalyptus moluccana Grey Box Eucalyptus tereticornis Forest Red Gum Eucalyptus euginioides Thin-leaved Stringybark Eucalyptus amplifolia Cabbage Gum Eucalyptus crebra Narrow-leaf Ironbark Eucalyptus moluccana Grey Box Eucalyptus tereticornis Forest Red Gum Melaleuca decora White Feather Honeymyrtle Exocarpos cupressiformis Cherry ballart Melaleuca linarifolia Snow-in-summer Melaleuca linearifolia Tea-tree Low Trees and Shrubs Low Trees and ShrubsAcacia falcata Silver Leafed Wattle Acacia implexa Black Wattle Acacia implexa Black Wattle Bursaria spinosa Blackthorn Acacia elongata Wattle Grevillea juniperina Grevillea Astroloma humifusum Cranberry Heath Melaleuca thymifolia Thyme Honey-myrtle Bossiaea prostrata Bossiaea Solanum prinophyllum Forest Nightshade Breynia oblongifolia Breynia Bursaria spinosa Blackthorn Ground LayersChloris truncata Windmill Grass Altemathera denticulata Lesser Joyweed Daviesia ulicifolia Gorse Bitter Pea Carex appressa + Tall sedge Dillwynia sieberi Prickly Parrot Pea Glycine sp GlycineClimbing Pea Dodonaea viscose Wedge-Leaf Hop Bush Persicaria decipiens Spotted Knotweed Indigofera australis Australian Indigo Entolasia stricta Entolasia Lissanthe strigosa Native Cranberry Juncus usitatus + Common Rush Melaleuca nodosa Tea-tree Themeda australis Kangaroo Grass Melaleuca styphelioides Prickly-leaved Tea-tree Microlaena stipoides Weeping Rice Grass Pultenaea mycrophylla Bush Pea Pratia purpurascens White Root Solanum prinophyllum Forest Nightshade Lomandra longifolia + LomandraMat Rush Lomandra multiflora LomandraMat Rush Ground Layers Aristida vagans WireSpear Grass Austrodanthonia racemosa
Wallaby Grass
Brunoniella australis + Blue Trumpets Desmodium varians Slender Tick-trefoil Dichondra repens Kidney Weed Dianella revolute + Blue Flax Lily Dichelachne micrantha Short-haired Plume Grass Dodonaea viscose Hop Bush Einadia nutans Climbing Saltbush Entolasia stricta Entolasia Glycine sp GlycineClimbing Pea Ponds Dams and Bioswales Lomandra filiformis + LomandraWattle Mat Rush Cyperus sp + Themeda australis Kangaroo grass Juncus sp + Rush Wahlenbergia gracilis Native Bluebell Typha sp + Cumbungi Indicates plants suitable for use as canopy screen planting in revegetation areas of bund walls Indicates plants already represented on the site + Indicates plants suitable for planting in ponds dams and bioswales
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 47 Patons Lane Resource Recovery Centre Orchard Hills
Note All plants to be indigenous species propagated from local provenant seed An allocation has been included in the budget for collecting seed and propogating plants The proposed rehabilitation works are important for the protection enhancement and restoration of the Endangered Ecological Communities (EECs) located on the site and adjacent to the site The boundary planting of Cumberland Plain Woodland achieves four main objectives Expands the size of the current adjacent community Protects the current community by providing a buffer Increases connectivity Re-establishes the original community and habitat that was once in the area
The revegetation and rehabilitation of the River Flat Eucalyptus Forest achieves the same four main objectives Expands the size of the current on site and adjacent community Protects the current community by providing an expanded buffer Increases connectivity to other communities Re-establishes the original community and habitat that was once in the area
38 Stage 1 Landform Rehabilitation and Landscaping Plan Rehabilitation of completed areas is to occur as indicated on the attached plan Drawing No PL201710A particularly on bund walls surrounding Cell 1 and in areas of Cell 1 that have been filled capped and final landform achieved The works should be carried out as quickly as possible and will include expansion of the already completed Cumberland Plain Woodland plantings installed during site establishment It will primarily include vast areas of pasturelandgrassland implemented through hydromulching techniques as detailed below It is noted that prior to final capping and rehabilitation of the site finished stages of each cell may be subject to static stockpile loadings The purpose of this is to limit the amount of unnecessary movement of cover materials reduce double handling and most importantly to limit the amount of future post closure settlement that may occur The site sections depicting this process are shown on drawing no PL201710A The purpose of the timely rehabilitation works is to provide competition against encroaching weed species and therefore reduce ongoing maintenance of existing revegetated areas It will also assist erosion control on disturbed ground and provide stable vegetation cover to the final landform At the completion of staged site rehabilitation the final landform will revegetated primarily by pasture grasses and woodland planting Planting of temporary or modified bunds with grasses for stabilization and woodland species for screening will continue to be undertaken As these works enter their maintenance phases the appropriate protective fencing and silt fencing will be adjusted where existing and installed into new locations Maintenance and monitoring will commence on newly completed areas Initially the maintenance will be quite high but as these areas become established and more mature the weight of the work will progressively shift into the newer areas of rehabilitation (See Section 4 Maintenance Monitoring and Key Performance Indicators) The entire boundary areas of the site are completed in the initial Site Establishment stage The remainder of the site is progressively rehabilitated as the landfill cells are filled capped and completed and will take place over about 25 years The vast majority of this work is the
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 48 Patons Lane Resource Recovery Centre Orchard Hills
establishment of pasturegrassland as outlined above with some further pockets of woodland planting As feasible sections of the site are completed they will be rehabilitated in this progressive manner and maintenance commenced This will continue in regular stages until the Final Landform and Landscaping is achieved as outlined in Figure 11 (Figure 222 of the Further Modified Preferred Project Report) This is shown in greater detail and with minor modifications in Huon Designs plan number PL201711A Final Landform and Landscaping dated 10 January 2017 The key changes are increased areas of native vegetation modified dam layouts and more variety in the grades of the landform All these are intended to achieve a more natural looking landscape It is possible that the final configuration of woodland planting dams and gradients may alter slightly as the project progresses in order to achieve improved environmental outcomes 381 Hydromulching Techniques Revegetation of grasses to areas of pasture will be undertaken using appropriate hydromulching techniques The same technique and seed mixture will be used to stabilize stockpiles and bund walls Although more expensive than other seed mixes it is a crucial aspect of this VMP This mixture will help to suppress the growth of weeds and reduce erosion without bringing more weeds onto the site In the medium and long term this will help to keep ongoing maintenance costs lower Native grass seeds will be sourced from locally endemic seed stock The seed mix below is based on current best practice industry standards but has been further enhanced through the increase in application rates Prior to hydromulch application the site soils are to be ripped to 200mm and finely cultivated to a depth of 100mm Once applied it will be necessary to perform establishment maintenance practices on the newly seeded areas until they are firmly stabilized This will require watering weed control over seeding erosion monitoring and finally mowingslashing andor whipper snipping
Table 6 Hydromulching Seed Mix List
Botanical Name Common Name of Seed Mix Kilogramshectare Native Grass Species Austrodanthonia racemosa
Wallaby Grass 10 5kgha
Dichelachne micrantha Short-haired plume grass 10 5kgha Microlaena stipoides Weeping Rice Grass 10 5kgha Themeda australis Kangaroo grass 10 5kgha Zoysia sp Nara grass 10 5kgha Non Native Cover CropsGrasses Bromus catharticus Prairie Grass 10 5kgha Festuca arundinacea Tall Fescue 10 5kgha Lolium perenne Perennial Ryegrass 30 15kgha Application products and fertiliser Organic fertiliser 200kgha Wood fibre mulch 2500kgha Tackifier binding agent 75litresha Water 20000litresha
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 49 Patons Lane Resource Recovery Centre Orchard Hills
39 Dust Management Strategies In respect of the landscaping and rehabilitation activities particular care will be paid to implementing dust management strategies which are summarized as follows Minimising areas to be disturbed as any one time Implementing hydromulching broad acre mulching or planting immediately following the
disturbance of the areas to be rehabilitated Stabilising temporary stockpiles with hydromulch or a proprietary surface binding agent to
mitigate any dust emissions Wetting disturbed areas with sprinklers and irrigation systems Postponingceasing the disturbance of any areas in adverse weather conditions ie high winds ndash
particularly where the wind direction may result in adverse impacts on neighbours Stabilisingwetting of temporary access roads servicing rehabilitation activities
Additionally section 52 of the Air Quality Plan sets out additional dust mitigation measures as follows Site induction to include air quality management requirements to ensure awareness of potential
air quality impacts Activities are to be assessed during adverse weather conditions and modified as required (eg
cease activity where reasonable levels of dust cannot be maintained using the available means) Visual surveillance of dust plumes from all activity Haul roads and plant should be sited away from sensitive receptors where possible The site will have an acoustic bund which can act as a wind break to minimise on-site wind
erosion and Direct traffic to designated entrance and exit points The area of exposed surfaces should be kept to a minimum such as by shaping stockpiles in a
manner which reduces the exposed surface area or by covering exposed surfaces Exposed areas and stockpiles should be watered on a daily basis (or more frequently as required)
to keep moisture levels sufficient to minimise wind erosion Exposed areas should have barriers or coverings or should be temporarily rehabilitated if inactive
for periods of greater than three months Stockpiles should be located as far away from sensitive receptors as possible All material to be stored in designated storage bays to reduce exposed surface and wind flows
over material By scheduling material logistics the amount of stockpiled materials on-site can be minimised by
reducing their residence time by methods such as by receiving deliveries only when the amount of materials on-site is considered low or by focusing on delivery of materials to customers when there are high amounts of material on-site An appropriate storage amount should be used such that there would be no shortage of materials
Construction activities should be progressively staged The size of staging areas should be minimised by working on small areas and completing them before progressively proceeding to disturb another area
Completed sections will have commenced rehabilitation within three months and Ancillary vehicles should be kept off exposed areas to avoid potential disturbances of these areas When loading and unloading material the drop height of the material should be minimised the
front end loader should tip the bucket only when it is close to the ground the bed of the truck or the material pile being added to
Minimise spillage from loadingunloading and clean up any spillage immediately
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 50 Patons Lane Resource Recovery Centre Orchard Hills
Use of watering to ensure moisture content of material handling is sufficient to minimise dust generation and
During periods of high wind speeds (gt8ms) and winds blowing towards the sensitive receivers the material handling activities should be minimised or cease when excessive visible plumes of dust cannot be abated
Haul roads should be watered regularly using water carts such that the road surface has sufficient moisture to minimise on-road dust generation but not so much as to cause muddirt track out to occur
Roads that are heavily used or used for a long term and cannot be maintained in a low-dust state by watering should be sealed
Sealed haul roads should be cleaned regularly on a weekly basis or more frequently as required using a street sweeper or similar type of equipment When spillage occurs it should be cleaned as soon as possible
Vehicle traffic should be restricted to designated routes that can be managed by regular watering A speed limit of no more 40 kilometres per hour should be imposed on-site To minimise mud or dirt track out (eg during prolonged wet rainy periods) a wheel wash or
grids are to be installed and used near exit points Public streets should be cleaned regularly on a weekly basis or more frequently as required to
remove any dirt tracked onto sealed roads Vehicle loads should be secured and covered when transporting materials off-site The exposed
surface of dusty materials to be hauled may be watered if necessary Materials should be loaded onto vehicles in a uniform level manner and not be higher than the
highest part of the vehicle load compartment and The number of trips should be minimised by maximising the vehicle load but not overloading
40 MAINTENANCE MONITORING AND KEY PERFORMANCE INDICATORS Once the project commences weed management and maintenance of the existing and proposed vegetation becomes the most critical aspect of the Plan As the works progress over the 25 year life of the project the areas to maintain will increase significantly but established areas will gradually require less intense maintenance In effect the maintenance effort and costs will largely remain constant over the length of the project This will include 5 years of post closure maintenance As such an ongoing maintenance budget for 30 years is calculated as follows Say 40hrsweek for 52 weeksyear for a total of 30 years $45hour = 40 x 52 x 30 x 45 = $2808000 plus CPI or an average of $93000year The maintenance works will be guided at all times by the principles outlined in this Plan and according to best practice Bush Regeneration techniques For this reason it is necessary that the works be undertaken by an approved and qualified bush regeneration company The native plant communities that are created during the Site Establishment stage will largely maintain themselves once they are well watered and survived the first summer The majority of the maintenance work involves the management and control of weeds This work is to be carried out on an ongoing basis from the commencement of the project and according to the best practice Bush Regeneration techniques outlined specifically in Section 36 Weed Management Strategy All the management principals as outlined in Section 30 Site Management are to be part of this maintenance strategy including erosionstormwater controls fencing follow up seeding and
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 51 Patons Lane Resource Recovery Centre Orchard Hills
revegetation of native forest and woodlands Particular attention will be paid to identifying and addressing areas of post closure settlement Attention is drawn to the fact that it is proposed to place temporary stockpiles on completed sections of each cell in order to provide static loading and hence reduce the incidence of post closure settlement Where necessary filling topdressing and reseeding will be undertaken If it does occur it is likely to be in the pasturegrasslands of the site The site will be monitored on a regular basis and will include monthly and annual reporting Monthly reports will cover the following
Revegetation and fencing works undertaken (areas distance quantities and locations) Maintenance works undertaken (areas techniques herbicides used and locations) Significant incidents in terms of weather events impacts by RRC activities pests disease
feral animals Analyse and adjust works program to suit site conditions and progress
Annual reports will summarize the yearrsquos activities and performance as follows
Areas stabilized and revegetated Analysis of plant growth rates and survival rates Analysis of weed densities varieties and distribution Maintenance works undertaken and handover of stable areas as new areas come online Monitor and address any areas of settlement or areas where unwanted ponding occurs Reassess restoration works program and budget Make recommendations of what changes could be incorporated into the Plan to better achieve
the stated aims and objectives At the end of each year the works will be subject to independent audit as per consent conditions and application will be made for partial release of bond monies Those areas that are completed and signed off will enter the maintenance phase of the project They should be fenced off and access limited to maintenance staff Key Performance Indicators (KPIs) will be used to assess progress on the site and will include the following
Photo Monitoring Points (as located on Drawings PL201709A and PL201710A) Photo Monitoring Points will also include Commonwealth Land to the south and west of the
site and private land to the north and east of the site Analysis of plant growthsurvival rates through calculations of native plant densitysize Analysis of weed infestation and controls through calculations of weed densitysize and
weed speciesdistribution The values that the Plan is aiming for is as detailed in Table 7 below The existing situation is regarded as the baseline level In regards to native plants the datumbaseline level is currently 1m2 and 150mm high In regards to weeds the whole site is considered to be heavily infested by dense plumes of numerous species as indicated in Table 3 above As rehabilitation progresses further Photo Monitoring points will be added to assess newly completed areas
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 52 Patons Lane Resource Recovery Centre Orchard Hills
Table 7 Key Performance Indicators PERFORMANCE CRITERIA DURATIONTIME LEVEL REQUIRED Reduction in weeds on site (densitysize) Year 1 50 Year 2 60 Year 3 70 Year 4 80 Year 5 (ongoing) 90 Reduction in weeds on site (speciesdistribution) Year 1 10 Year 2 20 Year 3 30 Year 4 40 Year 5 (ongoing) 50 Increase in native plant density Year 1 200 Year 2 50 Year 3 10 Year 4 10 Year 5 (ongoing) 10 Increase in native plant size Year 1 100 Year 2 100 Year 3 100 Year 4 80 Year 5 60
50 RESTORATION WORKS PROGRAM Based on the current information for the operation of the Resource Recovery Centre the following program has been developed It will be subjected to regular modifications as the project is delivered and the annual reports are prepared and analysed
Table 8 Estimated Restoration Works Program TASK ITEM DURATIONTIME RESPONSIBILITY Stage 1 Site Establishment Works 12 MonthsWeek 1 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Mowslash boundary Zone 2 1 weekweek 2 Target and address erosionstormwater problems Ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 3-4 weeksweek 3 SRC and Huon Target and remove flowering spreading weeds in Zones 2 and 3
24 weeksweek 4 SRC and Huon
Revegetation works to Zone 2 (earthworks complete) 4 weeksweek 24 SRC and Huon Erectmodify exclusion and sediment fencing Zone 2 1 weekweek 24 SRC and Huon Revegetation works to Zone 3 (earthworks complete) 4 weeksweek 36 SRC and Huon Erectmodify exclusion and sediment fencing Zone 3 1 weekweek 36 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 53 Patons Lane Resource Recovery Centre Orchard Hills
TASK ITEM DURATIONTIME RESPONSIBILITY Stage 1a Site Establishment Works ndash Riparian Zone 12 MonthsWeek 1 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Target and address erosionstormwater problems ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 1 weeksweek 2 SRC and Huon Target remove flowering spreading weeds in Zone 1 3-4 weeksweek 3 SRC and Huon Revegetation works to Zone 1 (earthworks complete) 1-2 weeksweek 8 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
TASK ITEM DURATIONTIME RESPONSIBILITY Stage 2 Rehabilitation Phase (Stage 1 Cell 1) 12 MonthsYear 2-3 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Cultivate and prepare soils for rehabilitation progressivelyweek 2 SRC and Huon Target and address erosionstormwater problems ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 1 weeksweek 3 SRC and Huon Revegetation works to Zone 3 (earthworks complete) 1-2 weeksweek 4 SRC and Huon Hydromulching to Zone 3 1 weekweek 5 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
TASK ITEM DURATIONTIME RESPONSIBILITY STAGE 3 On-going RehabilitationMaintenance and Monitoring Phase
25-30 YearsYear 2
Rehabilitation of sections of site as earthworks complete and as per Stage 2 above
Ongoing SRC and Huon
Ongoing maintenance and monitoring (All Zones) Ongoing SRC and Huon Monthly Reports Monthly SRC and Huon Annual Reports Annually SRC and Huon
As each new section of the site is completed capped and handed over for rehabilitation the program for its final rehabilitation sign off and closure will proceed as outlined above in Stage 2 Rehabilitation Phase Progressively this process will work through Stage 2 Cell 1 to Stage 6 Cell 1 and so on until completed for instance at Stage 6 Cell 3 60 RESTORATION WORKS BUDGET The restoration works budget has been prepared to give an accurate outline of the expected costs to implement the BWLampVMP It includes all costs up to and including 5 years post closure maintenance and monitoring As part of the monitoring process and annual reporting both the budget and the program will be assessed and modified as required All costs are based on current industry rates in 2017 dollar terms and will require the application of annual CPI increases for future budgets
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 54 Patons Lane Resource Recovery Centre Orchard Hills
Table 9 Restoration Works Budget
Estimated Quantity for Life of Project and Allocation (2017 dollars)
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
All Site setup
Inductions SWMS programs administration Item 8 $100000 $1000 $1000 $1000 $5000 $8000
Collect seeds and propagate
Collect and propagate locally endemic species Seedlings 120000 $050 $10000 $10000 $10000 $5000 $25000 $60000
Annual reporting
Prepare and present annual reports as per Plan
Yearly item 30 $50000 $500 $500 $500 $500 $500 $12500 $15000
Monthly reporting
Prepare and present monthly reports as per Plan
Monthly item 360 $10000 $1200 $1200 $1200 $1200 $1200 $30000 $36000 $119000
Yearly total $12700 $11700 $12700 $6700 $2700 $72500
1 Riparian Zone River Flat Eucalyptus Forest
Fencing
Supply and install stockexclusionsilt fencing metre 500 $2500 $10000 $1500 $1000 $12500
Bioswales
Shape swales and respread stripped topsoil metre 200 $3000 $5000 $1000 $6000
Access tracks
Strip topsoil shape and compact track with site gravel metre 150 $4000 $5000 $1000 $6000
Erosion controls - General
Supply and place jute stones boulders and coir logs metre 250 $4000 $3000 $2000 $5000 $10000
Erosion controls - Construction works Controlled Activity Approval Works
Desilting of Dam 2 installation of outlet structures including spillways and erosion protection of the dam discharge and other water flows to Blaxland Creek as per CAA Application Item 1 $7500000 $75000 $75000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 15000 $1000 $30000 $30000 $30000 $20000 $15000 $25000 $150000
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 55 Patons Lane Resource Recovery Centre Orchard Hills
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 12000 $1000 $40000 $40000 $20000 $2000 $1000 $17000 $120000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 15000 $1000 $30000 $30000 $30000 $20000 $10000 $30000 $150000 $529500
Yearly total $198000 $105500 $80000 $42000 $26000 $78000
2 Boundary Zone Cumberland Plain Woodland
Fencing
Supply and install stockexclusionsilt fencing metre 3600 $2500 $30000 $30000 $20000 $10000 $90000
Bioswales
Shape swales and respread stripped topsoil metre 4000 $3000 $40000 $40000 $20000 $20000 $120000
Access tracks
Strip topsoil shape and compact track with site gravel metre 2700 $3500 $40000 $40000 $10000 $90000
Erosion controls Supply and place jute stones and coir logs metre 2000 $2000 $20000 $10000 $10000 $40000
Slashing
Slash pastures and prepare for weed control revegetation
square metre 40000 $050 $10000 $5000 $1000 $500 $500 $3000 $20000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 40000 $1000 $50000 $50000 $50000 $40000 $30000 $180000 $400000
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 35000 $1000 $60000 $60000 $50000 $5000 $5000 $170000 $350000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 40000 $1000 $45000 $45000 $40000 $10000 $10000 $250000 $400000 $1510000
Yearly total $295000 $280000 $201000 $55500 $45500 $633000
3 QuarryLandfill Zone
Pasture land and screen planting
Fencing
Supply and install stockexclusionsilt fencing metre 3000 $2500 $20000 $20000 $10000 $25000 $75000
Bioswales
Shape swales and respread stripped topsoil metre 1000 $3000 $5000 $5000 $20000 $30000
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 56 Patons Lane Resource Recovery Centre Orchard Hills
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Access tracks (temporary)
Strip topsoil shape and compact temporary track with site material metre 3000 $2000 $10000 $10000 $10000 $30000 $60000
Erosion Controls Supply and place jute stones and coir logs metre 3000 $2000 $5000 $5000 $5000 $45000 $60000
Slashing
Slash pastures and prepare for weed control revegetation
square metre 530000 $050 $10000 $10000 $5000 $5000 $5000 $230000 $265000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 530000 $100 $20000 $20000 $20000 $10000 $10000 $450000 $530000
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 40000 $500 $30000 $30000 $20000 $20000 $20000 $100000 $220000
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Hydromulching
Apply hydromulch to disturbed and completed landforms
square metre 530000 $200 $60000 $60000 $20000 $20000 $20000 $880000 $1060000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 530000 $200 $20000 $20000 $20000 $20000 $20000 $960000 $1060000 $3360000
Yearly total $180000 $180000 $95000 $90000 $75000 $2740000
TOTAL $685700 $577200 $388700 $194200 $149200 $3523500 $5518500 $5518500
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 57 Patons Lane Resource Recovery Centre Orchard Hills
70 PLAN REVIEW AND MODIFICATION PROCEDURES As discussed previously in this plan the success of the entire rehabilitation process is dependent upon a number of unknown and dynamic natural processes taking place on the site The principles of bush regeneration recognize factors and must work with their impacts constantly in mind These natural processes include the following
Changing weather and soil conditions Varying rates of plant growth Uncertain seed banks Changing sources and causes of weed outbreaks Uncertain rates of natural regeneration
Short term and long term changes in any of these factors will affect the rehabilitation works being undertaken It is for this reason that the Plan presented here is an adaptive management plan This allows the scope of works to be adjusted and modified on a regular basis and as required The annual and monthly reports will monitor and identify any opportunities or constraints that may occur The regular reporting will then formulate the best work procedures to adopt and modify the plan to suit the site conditions This will enable prioritization of the budget and manpower to capitalize on any advantageous conditions and to control any threatening processes 80 SUMMARY AND CONCLUSION The current site is an environmentally degraded site The proposed Resource Recovery Centre has an opportunity to restore the entire site into a valuable and usable landscape that combines stock grazing with native bush land of high ecological significance and biodiversity It will help protect conserve and enhance a number of EECs and restore the rural setting of the site Implementation and on-going management of the site as proposed in this Bund Wall Landscaping and Vegetation Management Plan and the associated Rehabilitation Plan will achieve the required outcomes if it is implemented thoroughly and in a timely manner The Plan complies with all the relevant conditions of approval The Plan will exceed the environmental outcomes specified in the FMPPR and project approval The four key factors to be achieved by this Plan are detailed above and summarized below Control unnecessary further degradation during the site establishment and operation
phases by limiting the footprint created by the earthworks quarrying activities and the delivery of services on the site
Monitor and treat weed outbreaks with best practice bush regeneration techniques while encouraging native regeneration and undertaking revegetation
Restore the site to the natural mature landscape as quickly as possible Protect the two Ecologically Endangered Communities ndash Cumberland Plain Woodland
and River Flat Eucalyptus Forest
Rodney Cox AAILA
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Appendix 1
Site Establishment ndash Rehabilitation and Landscaping
Plan Drawing No PL201709A dated 10 January 2017
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Appendix 2
Landform and RehabilitationLandscaping Plan Drawing No PL 201710A dated 10 January 2017
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 1
Approval from DPampE to Stage Plan
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 2
Approval from DPampE for Huon Designs to undertake Plan
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 3
GHD Plans and Cross sections for Bund Reshaping and Related Works
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 4
Survey of Riparian Zone and DPI Water policies and guidelines
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 5
Report on EEC Impacts Project Approval Document Schedule 6 Condition 5 c
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 6
Reconciliation of the Requirements of Schedule 7 of the Project Approval
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 7
Response from Agencies
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Appendix 1
Site Establishment ndash Rehabilitation and Landscaping Plan Drawing No PL201709A dated 10 January 2017
Page 58 of 136
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Appendix 2
Landform and RehabilitationLandscaping Plan Drawing No PL 201710A dated 10 January 2017
Page 60 of 136
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Attachments 1
Approval from DPampE to Stage Plan
Page 62 of 136
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~-tk ---NSW GOVERNMENT
Planning amp Environment
Mr David White General Manager - Operations and Compliance Patons Lane RRC davidwhitepatonslanecomau
Dear Mr White
Contact Emma Barnet Phone 9228 6412 Email emmabarnetplanningnswgovau
Orchard Hills Waste and Resource Management Facility (MP 09_0074)
Thank you for your email of 8 February 2015 and letter of 5 May 2016 requesting the Secretarys approval for the staging of the submission of the Quarry Operation Management Plan (required by Condition 4 of Schedule 5) and engineering plans (required by Condition 6 of Schedule 3) in accordance with Condition 32 of Schedule 3 of the above Project Approval
The Department notes that Patons Lane RRC is seeking approval to submit the above plans in three distinct Stages as follows
1 Stage 1- which would cover the period to the end of the excavation of Cell 1 2 Stage 2 - which would cover the period to the end of the excavation of Cell 2 and 3 Stage 3 - which would cover the period to the end of the excavation of Cell 3
The Department has reviewed your request and approves the staging of the pre-site establishment management plans as above
If you have any enquires on this matter please contact Emma Barnet on 9228 6412 or emmabarnetplanningnswgovau
Yours sincerely
C auie_ C~ris Ritchie cf r 6 Director Industry Assessments As the delegate of the Secretarys
Department of Planning amp Environment 23-33 Bridge Street Sydney NSW 2000 I GPO Box 39 Sydney NSW 2001 I T 02 9228 6111 I F 02 9228 6455 I wwwplanningnswgovau Page 63 of 136
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 2
Approval from DPampE for Huon Designs to undertake Plan
Page 66 of 136
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Moumlbius p a r t n e r s ACN 605 342 550
MarketingEducationPlanningMediaCommunicationIssuesManagementStrategySustainabilityRecoveryRecyclingWasteDiversionTechnology
4 August 2015 Ms Carolyn McNally Secretary Department of Planning and Environment (DPampE) GPO Box 39 Sydney NSW 2001 Attention Mr Chris Ritchie Manager Industry by Email ChrisRitchieplanningnswgovau Re Orchard Hills Waste Project - Land amp Environment Court ndash Director Generals Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works Further to our letter of 27 April 2015 and conversations that your David Mooney has had with our Ben Haynes from Jensen Bowers since our meeting on 9 June 2015 we provide an amended schedule of consultants to address the issues raised by DPampE The changes to Table 1 (previously provided) have been highlighted in red for ease of reference These changes have been summarised below
1 Noise Expert assisting Lead Auditor ndash Richard Hayden of Acoustic Dynamics
We have replaced EMMGA with Richard Hayden of Acoustic Dynamics to assist the lead Auditor in addressing the noise issues relating to the audit Richardrsquos CV is also attached
2 Civil and Structural Engineers assessing capacity of Road Bridge on Luddenham Road - Taylor Thompson Whiting
We understand that DPampE had some concerns that the traffic engineer Craig Hazel did not have the technical expertise to undertake the investigations relating to the structural capacity of the Bridge on Luddenham Road south of the Mamre Road intersection We confirm that we propose to use TTW a very reputable firm of structural and civil consulting engineers to undertake this specialist task Details of this firm can be found at httpwwwttwcomau We note the Consent requirement for ldquoThe investigation must be carried out in consultation with Council and to the satisfaction of the Director Generalrdquo 3 Quarry Operation Management Plan ndash Greg Thompson of VGT
We propose Greg Thompson of VGT to undertake the preparation of the Quarry Operation Management Plan Greg has considerable experience in this field and was the preferred consultant for CSR Brickmaking who wish to extract the clay and shale resource
We note that no formal DPampE approval endorsement of the consultants undertaking this task was required by the Consent for this task We have however provided a CV as a courtesy
Page 68 of 136
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Re Director Generalrsquos Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works
Page 2 of 3
4 Asbestos and Contamination Management Plan (and CLM Act Audit Statement)
a Preparation of Asbestos and Contamination Plan - HIBBS amp ASSOCIATES PTY LTD Occupational Health amp Safety Consultants Environmental Management Consultants
We previously nominated SGA ndash KPMG for this role Hibbs and Associates have considerable experience with asbestos related issues and we believe that this firm is better suited to this particular task CVs for each of the staff members for this project including the principal Philip Hibbs are attached for DPampE review We disclose that Hibbs and Associates provided the previous owner with a quotation for hourly rates to undertake works on the site We confirm that no works were undertaken whatsoever and no payments we made to Hibbs and Assocaites in respect of this project by anyone Under these circumstances Hibbs and Associates meet the requirement of the Consent that they are independent We attach the only document relating to Hibbs and Associates which is a two page quotation
b Audit ndash Dr Ian Swane (Jacobs) We also wish to clarify that the Audit component of these works will be undertaken by Dr Ian Swane who is also an accredited EPA auditor Dr Swanersquos CV details have been provided previously
5 Establishment of Community Liaison Committee and Website Construction and Communications Plan ndash OFP Communications
These two tasks will be undertaken by Diana Forrester and Oliver Forrester of OFP Communications
We note that no formal DPampE approval endorsement of the consultants undertaking this task was required by the Consent for this task We have however provided a CV as a courtesy We also advise that the scope of works undertaken by OFP will include broader community consultation and liaison issues as we discussed during our last meeting on 9th June 2015 A CV for OFP is also attached confirming their experience with quarrying and waste related projects
We would appreciate your early response to our nominations
Yours sincerely
David White ndash Director Mobius Partners
Mobile 0434 560 022 Email davidwhiteraconsultingnetau
Page 69 of 136
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Re Director Generalrsquos Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works
Page 3 of 3
Attachments
Table 1 ndash Audit Tasks and Consent Conditions ndash cross referenced to nominated consultants ndash changes to original Table 1 highlighted in red CVs
1 Noise Expert assisting Lead Auditor ndash Richard Hayden of Acoustic Dynamics 2 Quarry Operation Management Plan ndash Greg Thompson of VGT 3 Preparation of Asbestos and Contamination Plan - HIBBS amp ASSOCIATES PTY LTD Occupational
Health amp Safety Consultants Environmental Management Consultants a CVs b Quotation Document
4 Establishment of Community Liaison Committee and Website Construction and Communications Plan ndash OFP Communications
Page 70 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
1 36 Detailed Engineering Plans
1A
Douglas Partners (geotechnicallandfill
engineeringleachate andgroundwater)
1A1 John Russell1A2 James Pitcher
1A3 Mike Nash1A4 Mike Thom
Inhouse NPER3 Engineer requiredNo formal DPampE approval endorsement of consultants
required by Consent for this task
Previously worked on project
1B
Not required
1C
Dr Ian Swane Jacobs (Geotechnicallandfill engineering leachate and
groundwater)
Table 1 Nomination of Consultants and Auditors 30 7 15 1 of 10Page 71 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
2 311 Pre Site Establishment Audit
2A
Not required see Column C
2B
Not required see Column C
2C1
Lead Auditor Trevor Brown Trevor Brownand Associates
Alternates
2C2 Ken Holmes KMH Environmental
2C3 Julie Dickson DECA
3 313 Surrender of Existing Consents
3A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
3B
Not required see Column C
3C
Not required done by Lead Auditor
4 315Obtaining Licences (EPL) and other
Approvals
4A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
4B
Not required see Column C
4C
Not required done by Lead Auditor
Table 1 Nomination of Consultants and Auditors 30 7 15 2 of 10Page 72 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
5 33 Dilapidation Report
5A
To be done by registered consultingengineer No formal DPampE approval
endorsement of consultantsrequired by Consent for this task
5B
Not required see Column C
5C
Lead Auditor assisted by Mark Tooker NPCConsulting (civil engineering)
6 47Asbestos and Contamination Management
Plan (and CLM Act Audit Statement)
6A
Consent condition requires thatindependent consultant be used for
these works
6B
Philip Hibbs and AssociatesAsbestos and Contamination
Management Plan
6B1 Philiip Hibbs6B2 Michael Fisher
6B3 Samantha OCallaghan6B4 Vanessa Bannatyne
6C1
Dr Ian Swane (asbestos and contaminatedland issues and audit)
7 416Air Quality and Greenhouse Gas
Management plan
7A
Aleks Todoroski Todoroski AirSciences (air quality and greenhouse
gas)
7B
Not required
7C
Iain Cowan ERM (air quality andgreenhouse gas)
Table 1 Nomination of Consultants and Auditors 30 7 15 3 of 10Page 73 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
8 42 Soil Water and Leachate Management Plan
8A1 (see 1A1 4)
James Pitcher John Russell MikeNash Mike Thom Douglas Partners
(Leachate and groundwater)
8A2
Craig Bagnall Niche EH (surfacewater soils)
8A3
Mark Wainwright BMT WBM(surface water soils)
All previously worked on project
8B
Not required
8C1 (see 1C)
Dr Ian Swane Jacobs (GeotechnicalLand ll engineering)
8C2 (see 52)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
Table 1 Nomination of Consultants and Auditors 30 7 15 4 of 10Page 74 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
9 426 Noise Management Plans
9A
John Wasserman and Brian ClarkeWilkinson Murray (Acoustic
Consultants) Previously worked onproject
9B
Not required
9C
Richard HaydenAcoustic Dynamics (PrincipalManaging
Director)
10 43Construction Traffic Management Plan and
Bridge Investigation
10A
No formal DPampE approval endorsement of consultants
required by Consent for this task
Craig Hazel Traffic Solutions Pty Ltd(Traffic Engineers) Previously
worked on project
Bridge Investigations beingundertaken by specialist structural
and civil engineering firm TTW(Taylor Thompson Whiting)
10B
Not required
10C
Tim Rogers andor Josh Hollis ColstonBudd Hunt amp Kafes Pty Ltd (Traffic
Engineers)
Table 1 Nomination of Consultants and Auditors 30 7 15 5 of 10Page 75 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
11 439 Landscaping at 202 Luddenham Rd
11A
No formal DPampE approval endorsement of consultants
required by Consent for this task
Huon Designs (Landscape Architectslandform design constructionrestora on and maintenance)
11A1 Rod Cox11A2 Robyn Cox
11B
Not required
11C
Alex Fraser Fraser Environmental(Statutory compliance environmental
rehabilitation natural resourcemanagement)
12 44Bund Wall Landscaping and Vegetation
Management Plan
12A (see 11A)
No formal DPampE approval endorsement of consultants
required by Consent for this task
Huon Designs (Landscape Architectslandform design constructionrestoration and maintenance)
12B
Not required
12C (see 11C)
Alex Fraser Fraser Ecological Consulting(Statutory compliance environmental
rehabilitation natural resourcemanagement)
Table 1 Nomination of Consultants and Auditors 30 7 15 6 of 10Page 76 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
13 443 Fire and Emergency Management Plan
13A
Planager Pty Ltd (Risk Assessmentand Emergency Planning)
13A1 Karin Nilsson13A2 Anne Lewis
13B
Not required
13C
Dean Shewring Pinnacle Risk Management(Risk Assessment and Emergency Planning)
14 445 Install Site Security
14A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
14B
Not required
14C
Lead Auditor
15 446 Rehabilitation Plan
15A (see 11A)
Rod Cox and Robyn Cox HuonDesigns (Landscape Architectslandform design constructionrestoration and maintenance)
15B
Not required
15C (see 11C)
Alex Fraser Fraser Environmental(Statutory compliance environmental
rehabilitation natural resourcemanagement)
Table 1 Nomination of Consultants and Auditors 30 7 15 7 of 10Page 77 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
16 51Establishment of Community Liaison
Committee
16A
Diana ForresterOFP Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
16B
Not required
16C
Lead Auditor
17 54 Quarry Operations Management Plan
17A
Mr Greg ThompsonVGT Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
17B
Not required
17C
Phil Towler EMGA Mitchell McLennan(Environmental assessment amp
management)
Table 1 Nomination of Consultants and Auditors 30 7 15 8 of 10Page 78 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
18 55Landfill Environmental Management Plan
LEMP
18A1 (see 1A1 4)
John Russell Mike Nash Mike ThomDouglas Partners (Leachate and
groundwater)
18A1 (see 8A2 and 8A3)
Craig Bagnall Niche EH and MarkWainwright BMT WBM (surface
water soils)
All previously worked on project
18B
Not required
18C1 (see 1A)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
18C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
19 51Website Construction and Communications
Plan
19A
Diana ForresterOFP Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
19B
Not required
19C
Lead Auditor
Table 1 Nomination of Consultants and Auditors 30 7 15 9 of 10Page 79 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
20 7Fn Plan for Disposal of Water in Cell 1
20A
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
20B
Not required
20C (see 1A)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
20C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
21 7I Installation and Monitoring of Piezometers
21A (see 1A)
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
21B
Not required
21C (see 1C)
Dr Ian Swane Jacobs(GeotechnicalLandfill)
22 7J Construction Quality Assurance Plan
22A (see1A)
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
22B
Not required
22C1 (see 1C)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
22C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
Table 1 Nomination of Consultants and Auditors 30 7 15 10 of 10Page 80 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 3
GHD Plans and Cross sections for Bund Reshaping and Related Works
Page 81 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SEDIMENT DAM 4 RELOCATION (401)
CONTINGENCY STOCKPILE AREA (601 AND 602)
NORTHEASTERN BUND(101 AND 102)
ADDITIONAL TRIMMING FORNORTHEASTERN BUND(INCLUDED IN 101 AND 102)
ADDITIONAL TRIMMING FORNORTHWESTERN BUND(INCLUDED IN 103 AND 104)
NORTHWESTERNBUND (103 AND 104)
SOUTH AND SOUTHWESTERNBUND (105)
RRA PLATFORM (501 AND 502)
NORTHERN RRA BUND (503)
SOUTHERN RRA BUND (504)
INITIAL LEACHATE EVAPORATIONDAM (301 AND 302)
SEDIMENT DAM 5 (402)LOCATION UNDER REVIEW
CELL 1 (201 AND 202)
CELL 2 (203 AND 204)
CELL 3 (205)
INTERCELL BUNDEXCAVATION (206)
EASTWEST BUND BOUNDARY
NORTHEASTERN BUND EXCAVATION - DELAYED WORKS(106)
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 429 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK001dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
BULK EARTHWORKS
001
B
21-25736
PRELIMINARY
1100
SEP 2016
A INITIAL ISSUE AD 060916
B REVISED AD 101016
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW FREEBURN
LAND ENGINEERING amp MINING SURVEYORS DATEDAUGUST 2007 AND SEPTEMBER 2016
2 TO BE READ IN CONJUNCTION WITH PRELIMINARY BULKEARTHWORKS ESTIMATES (GHD 2016)
3 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
Page 82 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
CH 200CH 400
CH 500CH 600
CH 700
CH 800
CH 900
CH 1000
CH 1100
CH 0CH 100
CH 200
CH 300
CH 400
CH 500
CH 700
CH 800
CH 100
CH 300
CH 1200
CH 600
CH 0
CH 100
CH 200
CH 300
NORTHERN BUNDREFER SK003 - SK005
NORTHERN BUNDREFER SK003 - SK005
SOUTHERN BUNDREFER SK006 - SK008
SOUTHERN BUNDREFER SK006 - SK008
RRA BUNDREFER SK009
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 423 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK002dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED PERIMETER BUNDS
002
C
21-25736
PRELIMINARY
12000
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW FREEBURN
LAND ENGINEERING amp MINING SURVEYORS DATEDAUGUST 2007 AND SEPTEMBER 2016
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPERTY BOUNDARY
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 83 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 100
-100
0036
0835
05-9
490
3660
3539
-895
238
0035
75-8
363
3877
3609
-784
837
8636
28
-722
637
5936
53
-657
137
5936
79
-592
437
5937
05-5
384
3759
3726
-467
137
5937
54-4
143
3759
3776
-349
437
7338
27-2
899
4001
4099
4182
-221
042
3343
9544
13-1
664
3901
4630
4475
-109
835
1148
7345
40
000
3399
5300
4630
611
3392
5127
4660
1699
3386
4598
4714
2207
3376
4604
4739
3288
3334
4317
4793
3799
3301
4112
4818
4340
3100
3898
4845
5087
2900
3601
4881
5734
2846
3342
4913
6475
2709
3048
4949
7016
2548
2832
4975
7614
2403
2594
5003
8126
2381
2398
5018
8653
2335
2325
5033
9384
2218
2330
5055
1000
022
2223
9550
73
OFFSET
EXISTING SURFACE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL 95
CH 300
-100
0036
2236
22-9
396
3669
3670
-847
937
3437
41
-768
938
0037
99
-675
838
7838
69-6
238
3918
3913
-544
539
5739
82
-445
540
5840
91
-374
042
3441
69-3
229
4231
4212
-266
944
0043
7142
42
-203
946
0146
0342
75-1
512
4768
4797
4303
-919
4898
5015
4332
000
4753
5300
4377
569
4400
5146
4405
1195
4116
4836
4437
1776
4020
4548
4465
2432
4033
4448
4498
3024
4053
4439
4527
3548
4047
4229
4554
4103
3852
4007
4581
4691
3516
3772
4610
5203
3201
3567
4634
6264
3124
3143
4686
7707
3105
3027
4756
9008
3063
3005
4819
9601
2987
2997
4848
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 165
CH 400
-100
0040
7740
62
-887
641
1340
99
-689
941
8641
99-6
386
4204
4207
-413
342
3043
06
-344
643
0043
37
-250
044
0044
4243
78-2
000
4567
4632
4400
-143
247
6848
4744
26
000
4892
5300
4491
530
4527
5135
4515
1157
4300
4822
4544
1692
4311
4555
4568
2537
4333
4313
4605
5489
4354
3238
4728
8657
4368
2823
4864
9328
4300
2844
4891
9978
4252
2864
4918
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 145
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
CH 200
-100
0037
093
3703
-920
437
359
3739
-865
537
627
3764
-796
038
000
3795
-740
940
000
3863
3901
-683
643
000
3942
3968
-623
344
221
4025
4040
-564
846
507
4112
4116
-510
949
691
4192
4279
-445
252
000
4235
4476
-359
652
261
4287
4733
-286
052
453
4333
4954
-229
852
000
4368
5123
-169
151
000
4405
5300
-110
248
382
4434
5205
000
4257
744
8946
9355
640
000
4517
4505
1230
3716
745
5145
1217
9734
018
4380
4580
2821
3141
939
9446
31
3451
3185
237
6146
6239
5730
000
3577
4687
5584
2803
430
1247
68
6378
2800
029
4548
08
7074
2800
029
4048
42
7915
2800
029
3448
83
9690
2760
929
2249
69
OFFSET
EXISTING SURFACE
DATUM RL 150
4088
4156
4205
FINAL LANDFORM
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1052 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 1
003
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 84 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 500
-100
0041
7041
48-9
408
4175
4146
-854
041
8041
45
-788
641
8141
50-7
301
4185
4159
-661
041
8941
73-6
108
4190
4184
-535
142
0842
05-4
820
4303
4228
-427
741
2342
51-3
757
4220
4274
-320
242
8543
5942
98-2
640
4599
4537
4324
-213
649
0046
9843
48
-149
549
1349
0343
78
-881
4701
5100
4407
000
4294
5300
4450
1078
3996
4849
4501
1829
4001
4486
4538
2771
4007
4244
4583
4528
4020
3682
4668
5178
4026
3275
4700
5686
4173
2936
4724
6660
4383
2903
4772
7329
4349
2923
4805
8454
4340
2955
4860
9358
4370
2980
4904
1000
043
8929
9749
36
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 160
CH 600
-100
0040
0640
00
-922
940
2440
26
-849
140
4640
51
-709
641
0041
13
-556
741
5741
95
-490
041
6942
28
-352
641
9943
1942
93-2
947
4570
4492
4320
-243
248
9946
4543
45
-164
550
0648
8043
82-1
075
4800
5049
4409
000
4427
5300
4461
645
4320
5077
4492
2247
4378
4367
4569
3154
4405
4395
4612
3898
4427
4216
4646
4925
4494
3729
4693
5791
4485
3222
4732
6367
4643
3007
4757
7298
4536
3036
4800
8208
4459
3064
4843
8994
4444
3088
4881
9538
4454
3104
4907
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 170
CH 700
-100
0040
5940
57
-920
640
8940
71
-750
941
3941
18
-501
842
0041
91
-433
042
0242
18
-336
242
1742
63-2
804
4440
4370
4289
-217
747
9745
9643
19
000
5083
5303
4419
2419
5080
4421
4538
3780
5061
4511
4604
4324
5076
4573
4627
4909
5087
4623
4654
6932
5128
4360
4746
9573
5101
4088
4875
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 260
CH 800
-100
0042
40
-922
342
68
-837
242
71
-733
042
8643
44
-668
043
0043
54
-591
843
2243
72
-495
343
2843
94
-372
343
2844
00-3
200
4400
4471
4400
-266
046
9946
6744
68-2
123
5000
4862
4543
-957
5220
5285
4625
000
5209
5508
4651
761
5203
5172
4663
1477
5125
4822
4668
2632
5114
4544
4668
3147
5108
4544
4668
3907
5095
4548
4665
4424
5100
4566
4660
4964
5110
4586
4654
5586
5100
4589
4646
6560
5015
4620
4640
7252
4909
4641
4632
7769
4859
4636
4627
8406
4780
4675
4622
8921
4695
4688
4619
9509
4616
4458
4616
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 285
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1053 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 2
004
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 85 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 900
-100
0044
2644
29
-836
144
5544
73
-621
044
9145
46-5
665
4499
4564
-484
346
0046
6245
91-4
296
4898
4777
4639
-378
951
7348
8347
09-3
188
5410
5008
4803
-236
253
9951
8149
32
-163
153
8953
3450
00
-905
5398
5485
5000
000
5331
5605
5008
1914
5163
4889
5049
3583
5100
4370
5085
4106
4837
4121
5088
4701
4572
3838
5091
5430
4600
3409
5099
6014
4557
3326
5113
8751
4555
3299
5137
9298
4793
3293
5143
1000
048
6332
8751
45
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 200
CH 1000
-100
0045
83
-937
745
8745
95
-766
845
9046
00-7
078
4599
4600
-455
646
3946
87
-382
347
0048
4547
23-3
321
4979
4969
4754
-280
152
6650
9647
85
000
5564
5672
5032
863
5500
5333
5052
1394
5168
5104
5064
1932
4831
4950
5077
4154
4720
4301
5129
4741
4722
4016
5143
5968
4753
3462
5172
8214
4742
3500
5224
8786
4744
3500
5236
9325
4800
3500
5248
1000
050
7034
4052
63
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 215
CH 1100
-100
0047
17
-903
447
35
-808
347
5647
29
-662
747
7547
81
-523
047
9948
00
-386
748
3448
00
-284
448
3348
8648
00-2
241
4900
5092
4800
-166
351
9152
8948
53-1
072
5567
5496
4932
000
5658
5738
5013
528
5652
5499
5024
2128
5600
4967
5060
2715
5300
4951
5072
3287
5000
4679
5085
3806
4901
4432
5096
6678
4932
2904
5155
7291
4942
2911
5168
8643
4936
2926
5193
9857
4932
2939
5213
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 165
CH 1200
-100
0047
50
-899
447
5446
72
-801
047
5247
37-7
508
4759
4746
-682
447
6147
43-6
285
4759
4747
-569
647
6547
59
-489
347
6647
60
-394
047
6947
56
-326
147
6047
68-2
705
4800
4882
4782
-215
951
4950
9647
95-1
607
5500
5312
4801
-100
958
9955
4648
20
000
5853
5804
4847
680
5851
5529
4866
1696
5900
5085
4890
2212
5600
4898
4901
2741
5248
4906
4909
3296
4900
4836
4912
5786
4888
3421
4975
7537
4935
3038
5006
1000
049
9230
6650
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 175
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION(INFERRED AT THIS LOCATION)
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 407 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 3
005
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 86 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
-100
0048
31
-927
748
08
-750
347
4747
53-6
959
4757
4765
-606
047
2447
50
-530
247
0347
42
-462
047
0047
35
-372
248
0047
31
-306
848
1748
05-2
475
4710
4821
-117
547
1048
56
-570
4710
4869
000
4710
4872
681
4710
4881
1350
4710
4891
4714
4710
4914
5537
4710
4919
6365
4710
4925
6885
4710
4928
7612
4710
4931
8151
4710
4931
1000
047
1049
14
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 325
CH 100
-100
0051
34
-920
651
55
-851
751
62
-778
051
56
-707
851
50
-596
951
0051
13
-535
151
0650
98
-365
050
2850
66-3
111
5007
5063
-256
452
6350
61-1
976
5574
5045
-142
559
7050
5056
22
000
6145
5067
5715
890
6101
5082
5750
1411
5863
5098
5727
1918
5580
5103
5575
2503
5201
5109
5505
3122
5035
5114
5286
3880
5008
5122
5018
4804
4985
5133
4939
5739
4982
5149
4934
6585
4983
5158
4929
7245
4998
5163
4926
7750
5013
5167
4923
8338
5039
5171
4920
8881
5063
5175
4917
9403
5071
5178
4914
9962
5053
5182
4911
OFFSET
EXISTING SURFACE
CELL DESIGN LEVEL
FINAL LANDFORM
SOUTHERN BUND DESIGN LEVEL
RRA PLATFORM
DATUM RL 360
CH 200
-100
0055
84
-920
955
52
-838
056
01
-759
556
00
-671
155
97
-606
855
87
-510
755
5255
62
-429
455
2255
33
-318
655
2155
14-2
612
5506
5505
-199
857
9955
0357
06-1
497
6049
5502
5714
000
6365
5496
5736
1467
6306
5493
5758
2105
6099
5495
5768
2654
5801
5497
5776
3194
5798
5499
3698
5167
5493
4403
4960
5483
5146
4976
5476
5877
5000
5477
7271
5009
5468
7872
4970
5466
9103
4921
5453
9997
4921
5448
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CH 300
-100
0057
88
-585
057
7756
00
-441
257
6456
00
-307
257
0156
00-2
544
5974
5600
5816
-199
162
8256
0058
06
-126
665
0756
0057
90
000
6485
5600
5761
1116
6400
5600
5736
1812
6346
5600
5722
2542
6318
5600
5708
3196
6001
5600
5699
3699
5800
5600
5691
4216
5611
5600
4903
5517
5600
5693
5399
5600
6290
5275
5593
6862
5238
5582
7589
5233
5570
8101
5138
5560
8921
5091
5547
9485
5000
5537
1000
049
4955
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
5657
5463
5207
4919
4915
4909
4906
4900
4895
5595
5419
5219
5152
5165
5129
5033
4971
4928
4914
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1056 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 1
006
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 87 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 400
-100
0054
5954
52
-938
054
5854
63-8
798
5457
5467
-678
254
9354
70
-611
455
0654
70
-546
155
0054
72
-361
954
8854
92-3
039
5756
5501
-249
960
2455
1058
76-1
944
6300
5518
5874
000
6439
5543
5866
1064
6476
5556
5862
1689
6400
5565
5860
2273
6300
5572
5857
3106
5926
5579
5844
3645
5669
5583
4465
5400
5588
5172
5200
5591
5786
5008
5593
6777
4976
5594
8721
4945
5593
9385
4952
5592
1000
049
6155
89
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CH 500
-100
0052
65
-908
352
4952
59
-773
552
6752
65
-566
252
8152
85
-469
852
9052
99
-400
352
9753
11
-334
053
0053
22-2
808
5600
5332
-227
559
0053
4157
87-1
765
6189
5349
5795
000
6329
5379
5823
1022
6300
5391
5845
1639
6000
5400
5859
2247
5887
5405
5890
2770
5700
5409
3517
5389
5414
4034
5085
5417
4803
4869
5421
5309
4876
5423
6268
4800
5426
6862
4768
5428
8266
4795
5430
9415
4816
5430
1000
048
2854
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 350
CH 600
-100
0050
4450
35
-908
150
4450
33
-820
950
3850
38-7
645
5035
5036
-612
550
2950
27
-532
150
2350
28
-451
850
1150
24
-347
551
0050
44-2
897
5458
5050
-234
658
0050
6057
40-1
845
6108
5073
5744
-666
6283
5105
5754
000
6292
5123
5760
1453
6300
5162
5774
2007
6100
5177
5779
2523
5800
5191
5784
3143
5400
5200
3661
5100
5221
4575
5057
5249
5482
5069
5284
6218
5090
5312
7375
5093
5357
7913
5100
5378
8683
5166
5400
9219
5171
5400
9970
5172
5400
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 350
CH 700
-100
0052
6151
23
-938
752
4251
02-8
876
5200
5088
-826
052
8950
71
-757
152
8750
50-7
011
5286
5032
-624
552
6350
21-5
704
5271
5017
-499
252
5250
14-4
400
5219
5016
-385
851
4150
20
-325
051
4950
29-2
681
5165
5038
-201
154
0050
54-1
490
5634
5069
-846
5999
5087
5750
000
6289
5111
5732
873
6269
5137
5719
1425
6315
5154
5697
1999
5930
5170
5411
2614
5518
5188
5104
3223
5110
5206
4800
3784
4862
5217
4761
4778
4713
4533
5240
6494
4652
3639
5262
8174
4701
2996
5286
8707
4700
2992
5291
9245
4630
2988
5296
9843
4443
2983
5298
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 170
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
5698
5355
5050
4889
4892
4896
4897
4899
5732
5465
5268
4960
4848
4846
4844
4846
4848
4850
5545
5337
4971
4791
4793
4797
4798
4800
4801
4803
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1055 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 2
007
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 88 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 800
-100
0050
8350
95
-828
550
6650
59
-554
050
1150
01
-336
649
3749
85
-232
649
4649
59-1
804
5299
4947
-121
857
0149
32-6
8660
6649
1957
19
000
6478
4902
5720
784
6373
4889
5719
1401
6309
4895
5476
1907
6005
4904
5247
2514
5604
4922
4968
3107
5202
4946
4811
3765
4829
4971
4811
4337
4789
4582
4991
5673
4847
3945
5021
6362
4900
3531
5035
6869
5018
3193
5040
7483
5100
2897
5047
8096
5096
2891
5052
8633
4926
2886
5057
9141
4700
2881
5058
9988
4599
2873
5061
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 160
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1055 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 3
008
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 89 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
-100
0046
0054
7931
13
-890
245
6954
7931
29-8
370
4600
5476
3183
-525
946
6654
5242
26
-449
146
7654
4544
79
-358
646
8654
3346
86
-278
547
0054
2447
79-2
284
4755
5418
4964
-172
148
5554
1051
46-1
164
4927
5403
5325
-647
4981
5393
5492
000
5049
5376
5700
559
5089
5358
1416
5157
5332
1989
5159
5315
2663
5200
5294
3253
5261
5275
3813
5300
5260
4412
5326
5241
4912
5346
5228
5471
5346
5218
5991
5338
5207
6581
5359
5201
7131
5386
5200
7773
5388
5200
8297
5350
5200
8990
5338
5202
9606
5364
5210
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DESIGN SURFACE
DATUM RL 185
CH 100
-100
0049
0056
3132
18
-900
549
0056
2532
45-8
436
4700
5621
3261
-747
147
0056
1532
53
-617
647
0056
0732
37
-551
346
6756
0335
91
-449
346
5955
8641
44
-348
846
8055
6446
39
-286
047
0055
5047
00
-159
147
0055
2250
96
-580
4700
5499
5477
000
4673
5486
5700
606
4646
5473
5593
1387
4640
5455
4789
2062
4655
5440
4789
2784
4689
5424
3946
4698
5400
4560
4700
5400
5236
4699
5400
6023
4763
5400
4809
6608
4821
5400
4812
7391
4896
5400
4816
7914
4930
5400
4819
8447
4965
5400
4822
8990
4990
5400
4824
9613
4970
5400
4828
OFFSET
EXISTING SURFACE
DATUM RL 195
CH 200
-100
0049
7253
91-9
470
4948
5397
-892
849
4154
02
-729
049
2554
14-6
747
4900
5418
-609
349
0054
22
-541
649
0054
26
-426
549
0054
30-3
759
4904
5431
-323
249
3454
32
-257
049
7454
31
-176
850
0054
29
-111
750
0054
26
000
5000
5418
655
5000
5411
1334
5000
5403
2047
5082
5392
2719
5300
5376
3229
5336
5365
3995
5400
5349
4565
5200
5335
5141
5064
5320
5741
5000
5330
6592
4886
5343
7221
4867
5353
7835
4847
5363
8560
4824
5374
9206
4804
5384
9893
4760
5395
OFFSET
EXISTING SURFACE
DATUM RL 180
CH 300
-100
0048
5448
4948
54
-928
648
8248
6548
82
-868
248
8348
8048
83
-802
649
0048
9449
00-7
496
4900
4906
4900
-698
949
8949
2049
89-6
450
5000
4936
5000
-592
649
1449
5249
14
-507
249
1049
7749
10
-380
549
4650
1350
57-3
233
4956
5028
5153
-220
249
5550
5453
26-1
697
4965
5060
5412
-637
5000
5081
5592
000
5001
5095
5700
1365
5037
5123
5214
2315
5061
5143
4862
3330
5100
5164
4860
3906
5158
5176
4859
4409
5252
5187
4857
4937
5500
5198
4856
5515
5700
5200
4855
6269
5700
5206
4853
6884
5304
5222
4852
7393
4987
5237
4851
7984
4900
5255
4850
8497
4900
5270
4849
9551
4865
5302
4846
OFFSET
EXISTING SURFACE
DATUM RL 295
FINAL LANDFORM
DESIGN SURFACE
FINAL LANDFORM
DESIGN SURFACE
FINAL LANDFORM
DESIGN SURFACE
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
3102
3116
3131
3168
3270
3700
4187
4741
4904
4934
4974
5115
5324
5700
5625
5227
4876
4818
4819
4820
4821
4822
4823
4825
4826
4827
4828
4829
4830
5658
5307
5368
5409
5428
5447
5476
5481
5471
5483
5517
5516
5508
5500
5488
5505
4793
4799
4802
4805
TOP OF WASTE
CLAY SHALE INTERFACE
TOP OF WASTE
CLAY SHALE INTERFACE
TOP OF WASTE
CLAY SHALE INTERFACE
CLAY SHALE INTERFACE
RRA PLATFORM
RRA PLATFORM
RRA PLATFORM
RRA PLATFORM
CELL 3
CELL 3CELL 3
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1054 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK009dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
NORTHERN RRA BUND
CROSS SECTIONS - SHEET 1
009
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 90 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
35
35
35
35
35
35
40
40
40
45
45
45
45
50
50
50
55
55
55
55
50
50
20
20
25
25
30
30
30
30
3030
3030
30
30
30
30
30
30
3030
30
30
30
30
30
3030
30
35
35
35
35
35 35
35
35
3535
35
35
35
35
3535
35
35
35
35
35
35
35
35
3535
35
35
40
40
40
40
40
40
40
40
45
45
45
45
30
35
35
35
40
40
40
40
404040
40
4045
45
45
45
45
45
45
4545
45
4545 45
45
5050
50
50
50
5050
50
5050
50
5050
50
50
50
50
5555
55
55
55
5555
5540
45
4545
45
50
5050
50
40
50
50
50
55
55
55
55
50
55
55
55
5050
50
50
50
5555
55
50
50
5050
55
55
5555
45
45
45
50
50
50
50
50
ASK021
BSK021
CSK022
DSK022
ESK023
EXTENT OF TRANSMISSION LINE EASMENT
30m PYLON EXCLUSION ZONE
30m PYLON EXCLUSION ZONE
30m PYLON EXCLUSION ZONE
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 426 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK020dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
020
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N LEGEND
DESIGN CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED AUGUST 2007 AND SEPTEMBER2016
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPERTY BOUNDARY
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 91 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONASK020 2000SCALE 1
SECTIONBSK020 2000SCALE 1
032
632
632
39
2035
6335
6334
47
4036
9536
9535
45
6037
6437
6436
32
8037
5937
5937
06
100
376
376
379
120
3908
4593
4446
140
344
5346
28
160
3383
4635
4723
180
3279
4025
4813
200
266
3235
4879
220
2016
2427
4901
240
2016
1849
1
260
2016
1849
02
280
2315
2409
4893
300
2374
2783
4927
320
2355
2804
4967
340
2824
283
4997
360
4395
285
5002
380
5137
2896
4978
400
5225
3567
4921
420
5406
4583
4865
440
6007
5033
4817
460
6374
5725
48
480
5346
5346
4837
4988
649
3649
3649
06
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -1030 0
3991
3991
3988
2042
541
3141
41
4046
1245
8442
67
6048
2653
4365
8041
3644
6144
66
100
4038
4067
4566
120
3116
3269
4665
140
3088
3017
4763
160
2962
2994
4862
180
2889
2972
4962
200
2862
295
5062
220
2858
2928
5161
240
2875
2922
5251
260
3025
2944
5339
280
3162
2966
5419
300
4013
2988
5455
320
4414
3008
5479
340
4488
303
549
360
4461
3052
5498
380
4514
3249
5509
400
4601
3333
552
420
4592
3443
5516
440
4609
448
5498
460
465
4924
5472
480
4715
5641
5444
500
4777
4768
5406
520
4838
478
5351
540
5009
479
5316
560
5179
4853
2
580
5275
481
5323
600
5303
482
5327
620
4959
483
5374
640
478
484
542
660
496
485
5453
680
5157
486
5487
700
5319
487
5521
720
5069
488
5555
740
4975
489
559
760
5002
5150
56
780
6143
567
56
800
6427
5729
56
820
6469
5793
56
840
5721
5721
5684
886
5746
5746
56
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -920
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
CLAY SHALE INTERFACE
NORTHWEST BUND
CELL 1
CELL 1 SUMP TOP OF WASTECLAY SHALE INTERFACESOUTHERN BUND
FINAL LANDFORM
CLAY SHALE INTERFACE
NORTHWEST BUND
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
NORTHERN RRA BUND
FINAL LANDFORM
RRA PLATFORM
SOUTHERN RRA BUND
INDICATIVE TEMPORARY EXCAVATION BATTER
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 328 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
021
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 92 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONCSK020 2000SCALE 1
SECTIONDSK020 2000SCALE 1
041
0641
0641
25
2041
6441
6442
27
4045
9845
1143
2
6046
8551
0544
14
8043
1448
5945
1
100
4402
4379
4608
120
4419
3629
47
140
4509
3018
4794
160
4441
3077
4889
180
4476
3137
4983
200
4969
3197
508
220
5059
3231
5178
240
454
3171
5258
260
4568
317
5331
280
4605
323
5363
300
4653
329
5388
320
5449
3498
5394
340
5467
2994
5396
360
4829
3653
96
380
4886
2951
5386
400
4934
2998
536
420
5486
3041
5329
440
5504
3024
5302
460
4928
3082
5262
480
4962
314
5214
500
5005
3121
5158
520
5014
306
5091
540
5007
3627
5036
560
4986
4663
4992
580
4958
4958
4953
600
4871
4871
4913
620
4816
4816
4882
640
4797
4797
4862
660
471
471
4872
680
471
471
488
700
471
471
4898
720
471
471
4912
740
471
471
4904
760
4704
4704
4895
780
471
471
4885
800
471
471
4867
820
471
471
4816
840
4716
4716
4761
8488
647
3247
3247
76
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -910 0
3868
3868
3876
2042
7942
7939
92
4033
0233
0243
44
6020
1618
4741
8020
1618
50
100
2016
1850
38
120
2343
1829
5079
140
2513
267
5119
160
2703
2874
5158
180
2722
2833
5197
200
2762
2861
5215
220
2846
2883
525
240
2876
2905
5262
260
2893
2927
5273
280
2888
2949
5286
300
2908
2956
53
320
3087
3003
5312
340
3681
3074
5326
360
4456
3159
534
380
445
2987
5353
400
445
2992
536
420
4655
2998
5363
440
4539
3018
5356
460
4503
3037
5349
480
4513
3056
5341
500
4527
3076
5326
520
4533
3095
5314
540
4536
3115
5306
560
4553
3134
529
580
456
3153
5292
600
458
3173
5259
620
4596
3192
5234
640
4593
3214
5208
660
4592
324
5184
680
4636
4082
5141
700
4641
4916
5096
720
5332
5582
505
740
5466
5317
5005
760
511
4901
4732
780
4538
4538
4586
7907
453
453
4566
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -1030
FMPPR EXTENT OF EXTRACTIONFMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTIONFMPPR EXTENT OF EXTRACTION
NORTHEAST BUND
CELL 2
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 3
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 2
CELL 1 SUMP NORTHEAST BUNDINDICATIVE TEMPORARY EXCAVATION BATTER
CLAY SHALE INTERFACE
INDICATIVE TEMPORARY EXCAVATION BATTER
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1141 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
022
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 93 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONESK020 2000SCALE 1
042
1342
1342
1
2044
6244
6243
03
4036
0436
1645
63
6034
7328
7348
8
8035
2228
0850
22
100
3416
2865
5067
120
3282
2927
5112
140
3493
2988
5157
160
3515
3003
5202
180
3563
2943
5247
200
3573
2957
5292
220
3718
3014
5337
240
3934
3064
5382
260
407
3122
5426
280
4434
3068
547
300
4477
3048
5514
320
4495
3323
5558
340
454
3161
5601
360
4596
3145
5629
380
4701
3124
5651
400
4684
3111
5663
420
4691
3094
5662
440
4713
3077
5642
460
489
306
5617
480
5041
3044
5595
500
5114
3027
5552
520
5148
301
5508
540
5178
2994
5464
560
5223
2977
542
580
5288
296
5377
600
5439
2944
5333
620
5201
2927
5289
640
4795
2909
5245
660
4788
2891
5201
680
4774
3604
5154
700
4778
4637
5108
720
546
5082
5061
740
5598
5665
5015
760
5122
513
4809
780
4726
4738
4738
7907
4718
4718
4708
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -920
FMPPR EXTENT OF EXTRACTION FMPPR EXTENT OF EXTRACTION
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 3
NORTHEAST BUNDINDICATIVE TEMPORARY EXCAVATION BATTER
CLAY SHALE INTERFACE
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1141 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
023
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 94 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
LOT 4DP 242968
LOT 2DP 586093
LOT 2DP 238092
LOT 42DP 738126
PATONS LANE
PATONS LANE
EASTWEST BUNDBOUNDARY
INITIALLEACHATEEVAPORATIONDAM
RRAPLATFORM
CELL 3
CELL 2CELL 1
LONG-TERMLEACHATEEVAPORATIONDAM
CONTINGENCYSTOCKPILEAREA
NORTHEASTERNBUND
NORTHWESTERNBUND
SOUTH ANDSOUTHWESTERNBUND
NORTHERN RRABUND
SOUTHERN RRA BUND
ADDITIONAL TRIMMING FORNORTHEASTERN BUND
ADDITIONAL TRIMMING FORNORTHWESTERN BUND
SEDIMENT DAM 5(PRELIMINARY CAPACITY 53MLSUBJECT TO DESIGN)
SEDIMENT DAM 6(CAPACITY 33ML SUBJECT TO DESIGN)
OUTLET AND SPILLWAY TOADJACENT PROPERTY
LANDFILL CELLACCESS ROAD
HAUL ROAD
SEDIMENT DAM 4A(PRELIMINARYCAPACITY 75MLSUBJECT TO DESIGN)
PROPOSED COMBINEDOUTLET STRUCTURE
30m PYLON EXCLUSION ZONE
SEDIMENT DAM 3B(PRELIMINARY CAPACITY 31 ML SUBJECT TO DESIGN)
OUTLET TO ADJACENT PROPERTY
SEDIMENTDAM 6A(IF REQUIRED)
30m PYLON EXCLUSION ZONE
SPILLWAY
BLAXLAND CREEK
OUTLET TO BLAXLAND CREEK
DUPLICATE CULVERTTHROUGH BUND TO INCASE OF BLOCKAGE
AVERAGE CHANNELGRADE ~ 13
AVERAGE CHANNELGRADE ~ 19
AVERAGE CHANNELGRADE ~ 30
AVERAGE CHANNELGRADE ~ 16
AVERAGE CHANNELGRADE ~ 23
EXTENT OF TRANSMISSION LINE EASMENT
SEDIMENT DAM 3A(PRELIMINARY CAPACITY 31 ML SUBJECT TO DESIGN)
BIOSWALECONVEYINGDAM 3A OUTFLOW
SEDIMENT DAM 2A(CAPACITY SUBJECT TO DESIGN)
EXISTING DAM 2
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No16 December 2016 - 433 PM G2125736CADDDrawings21-25736-SK010dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
SURFACE WATER
010
F
21-25736
PRELIMINARY
12000
DEC 2016
E REVISED AD 081216
F REVISED AD 161216
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN - LAND ENGINEERING amp MININGSURVEYORS DATED SEPTEMBER 2016
2 TO BE READ IN CONJUNCTION WITH SK011CATCHMENT PLAN (GHD 2016)
3 SUBJECT TO CHANGE BASED ON DEVELOPMENT OFCONCEPT DESIGN
4 ON-SITE DRAINAGE TO BE DESIGNED TO PROVIDECAPACITY FOR THE 1 IN 20 YEAR AVERAGERECURRENCE INTERVAL (ARI) STORM EVENT
5 INTERNAL ROAD CULVERTS AND PIPES THROUGHBUNDS TO BE DESIGNED FOR 1 IN 100 YEAR ARISTORM CAPACITY
6 SEDIMENT BASINS TO BE DESIGNED TO PROVIDE FOR90TH PERCENTILE 5 DAY RAINFALL CAPACITY INACCORDANCE WITH THE REQUIREMENTS OFMANAGING URBAN STORMWATER - SOILS ANDCONSTRUCTION MANUAL (DECC 2004)
7 SEDIMENT DRAINAGE CHANNELS GENERALLY TOCOMPRISE GRASSED SWALES LAID ON EROSIONCONTROL MATTING AND UNDERLAIN BY TOPSOIL
8 BIORETENTION DRAINS GENERALLY TO COMPRISEGRASSED CHANNEL UNDERLAIN BY BELOW GROUNDFILTER MEDIA
9 PERIMETER DRAINS TO CONVEY SEDIMENT LADENRUNOFF DURING BUND RESHAPING WORKS ASSHOWN TO BE CONVERTED TO CLEAN WATERDRAINS FOLLOWING BUND REVEGETATION
10 ROCK RIPRAP OUTLET PROTECTION TO BE PROVIDEDAT OUTLETS OF ALL SEDIMENT BASINS
11 ALL SEDIMENT BASINS TO INCORPORATE GABION ORROCK LINED EMERGENCY SPILLWAY
12 SEDIMENT AND EROSION SOURCE CONTROLS TO BESHOWN SEPARATELY ON SEDIMENT AND EROSIONCONTROL PLAN INCORPORATING STAGING OFESTABLISHMENT WORKS
13 ALL CAPACITIES AND SIZINGS ARE INDICATIVE ONLYAND SUBJECT TO DESIGN
DAM
CLEAN WATER DRAINAGE CHANNEL
SEDIMENT DRAINAGE CHANNEL
HEADWALL AND CULVERT
ACCESS ROAD
ROCK CHECK DAM
LOW LEVEL BERM TO EXCLUDECLEAN WATER RUN-ON
Page 95 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 4
Survey of Riparian Zone and DPI Water policies and guidelines
Page 96 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
35
35
40
40
40
20
30
3535
35
30
35
35
35
40
40
40
4545
45
4545 45
45
50
50
5050
50
50
5040
4545
45
5050
50
40
20
40
PROPOSED COMBINEDOUTLET STRUCTURE
40m RIPARIAN CORRIDOR BUFFER
20m RIPARIAN CORRIDOR BUFFERRIPARIAN CORRIDOR
PROPOSED DAM 3A
RELOCATED DAM 4A
PROPOSED NORTHWESTERN BUND
PYLON EXCLUSIONZONE
PYLON EXCLUSIONZONE
PROPOSED DAM 2A
EXISTING DAM 2
BLAXLAND CREEK
SITE BOUNDARY
SITE BOUNDARY
DAM 4 OUTLET TO DAM 3B
WESTERN BOUNDARY CLEAN WATER DRAIN
DAM 3B CLEAN WATER OVERFLOW
DAM 2A OUTLET TO DAM 2
DAM 3A OVERFLOW TO DAM 2A
20
40
PROPOSED COMBINEDOUTLET STRUCTURE
40m RIPARIAN CORRIDOR BUFFER
20m RIPARIAN CORRIDOR BUFFERRIPARIAN CORRIDOR
PROPOSED DAM 3A
RELOCATED DAM 4A
PROPOSED NORTHWESTERN BUND
PYLON EXCLUSIONZONE
PYLON EXCLUSIONZONE
PROPOSED DAM 2A
EXISTING DAM 2
BLAXLAND CREEK
SITE BOUNDARY
SITE BOUNDARY
DAM 4 OUTLET TO DAM 3B
WESTERN BOUNDARY CLEAN WATER DRAIN
DAM 3B CLEAN WATER OVERFLOW
DAM 2A OUTLET TO DAM 2
DAM 3A OVERFLOW TO DAM 2A
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No8 December 2016 - 1144 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK026dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
SURFACE WATER
026
C
21-25736
PRELIMINARY
11000
DEC 2016
B REVISED AD 071216
C REVISED AD 081216
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN - LAND ENGINEERING amp MININGSURVEYORS DATED SEPTEMBER 2016
2 PROPOSED WORKS ARE SUBJECT TO CHANGE BASEDON DEVELOPMENT OF DETAILED DESIGN
DAM
CLEAN WATER DRAINAGE CHANNEL
SEDIMENT DRAINAGE CHANNEL
HEADWALL AND CULVERT
ACCESS ROAD
STORMWATER ARRANGEMENT OVER EXISTING SURVEY
STORMWATER ARRANGEMENT OVER PROPOSED SURFACE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
TRANSMISSION LINE EASEMENT
Page 97 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for instream works on waterfront land These guidelines relate to the design and construction of works within a watercourse or on waterfront land Instream works include modifications or enhancements to the watercourse channel realignment bed control structures pipe laying and cable trenching etc
Instream works are regulated by the controlled activity provisions of the Water Management Act 2000 (WM Act) The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means that a controlled activity approval must be obtained from the NSW Office of Water before commencing the controlled activity
What are the aims and objectives for instream works The design and construction of works or activities within a watercourse or adjoining waterfront land should protect and enhance water flow water quality stream ecology and existing riparian vegetation Impacts on the hydrologic hydraulic and geomorphic functions of a watercourse should also be minimised
Consultation with relevant government agencies at the concept stage of development and during the design phase is recommended so that good outcomes can be identified planned for and achieved
The design and construction footprint and the extent of disturbances within waterfront land should be minimised
Asset protection zones and all ancillary infrastructure such as utility easements detention basins and water quality control structures roads pathscycle ways should be located outside the riparian corridor or in accordance with the NSW Office of Water guidelines for riparian corridors which may allow some works to be located within the outer 50 per cent of the vegetated riparian zone
All waterfront land disturbed by the construction or installation of a controlled activity should be rehabilitated in such a way that the integrity of the watercourse and its riparian corridor is restored or rehabilitated
What should be considered The design and construction of instream works should consider but not be limited to the following
Identify the width of the riparian corridor in accordance with the NSW Office of Water guidelines for riparian corridors
Consider the full width of the riparian corridor and its functions in the design and construction of any instream works Where possible the design should accommodate fully structured native vegetation
Identify alternative options and detail the reasons for selecting the preferred options Minimise the design and construction footprint and proposed extent of disturbances to soil and
vegetation within watercourse or waterfront land Maintain or mimic existing or natural hydraulic hydrologic geomorphic and ecological functions of the
watercourse Demonstrate the instream works will not have a detrimental impact on these functions
Page 98 of 136
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Maintain the natural geomorphic processes o Accommodate natural watercourse functions o Establish natural bed and bank profiles for example meanders chain of ponds surface water
pools and riffles and bed controls o Allow for the movement of sediment and woody debris o Prevent increased scour and erosion of the watercourse bed or banks in any storm events o Avoid locating works or structures on bends in the channel unless they are structures to restore
stability o Address existing bed degradation to protect structures and restore channel and bed stability
Maintain the natural hydrological regimes o Accommodate site hydrological conditions for example maintain low flows o Do not alter natural bank full or floodplain flows Modifications to watercourses should be based on
roughness coefficients that represent the lsquonaturalrsquo state including fully structured mature riparian vegetation
o Do not change the gradient of the bed except to address existing bed and bank degradation o Do not increase velocities by constricting flows
Protect against scour by designing and providing necessary scour protection for example rock rip-rap and vegetation
Stabilise and rehabilitate all disturbed areas including topsoiling revegetation mulching weed control and maintenance in order to adequately restore the integrity of the riparian corridor
Monitor and maintain all in-stream works until suitably stabilised
What information should be submitted for assessment When seeking approval to construct instream works the NSW Office of Water will rely on the above information to undertake its assessment and to determine if the activity should be approved All instream worksactivities should be designed and certified by suitably qualified persons
The following additional information will also be required
Detailed design drawings of proposed works (engineering certification may also be required) Detailed design drawings which include a surveyed plan cross sections (across the watercourse) and
a long section of the watercourse showing the proposed works relative to existing and proposed bed and bank profiles and water levels The cross section should extend to the landward limit of the identified riparian corridor All plans must include a scale bar
Detailed report of pre and post construction hydraulic conditions The report should address bank full discharge velocity tractive force or sheer stress afflux (Modified RTA method is acceptable) Froude and Manningrsquos lsquonrsquo roughness values relative to the proposed structure
Detailed plans of permanent bed and bank stabilisation works for scour protection Photographs of the site To assist with future monitoring and reporting all photo points should be
identified by GPS coordinates or by survey - particularly for large scale earthworks or extractive industries
A vegetation management plan prepared in accordance with NSW Office of Water guidelines for vegetation management plans
Sediment and erosion control plan A site management plan incorporating a works schedule sequence and duration of works
contingencies (in case of flood or similar) erosion and sediment controls and proposed monitoring and reporting periods
Costing of all works (materials labour) and stages of works (channel stabilisation rehabilitation) Copies of other relevant approvals for example land ownerrsquos consent or development consent
Page 99 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Controlled activities on waterfront land ndash Guidelines for instream works on waterfront land
3 NSW Office of Water July 2012
Will a maintenance period be necessary Applicants will also need to provide for a maintenance period of between three and five years after practical completion of each stage or until the site is stable The maintenance period will depend on the scope size and level of risk Engineering certification may be required at the end of the maintenance period
Maintenance includes sediment and erosion control the replacement of any works vegetation or areas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Maintenance should include sediment and erosion control replacement of any worksareas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Will a security deposit be required Applicants should note that if the likelihood of significant impact on the watercourse or waterfront land is identified security (as bank guarantees) may be required before the controlled activity is commenced The amount of security is usually based on the costings provided
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_b
Page 100 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for outlet structures on waterfront land These guidelines relate to the design of stormwater outlets and spillways from infrastructure including roads buildings constructed basinswetlands swales or other drainage works into a watercourse or waterfront land
Outlet structures on waterfront land are a controlled activity under the Water Management Act 2000 (WM Act)The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means a controlled activity approval must be obtained from the NSW Office of Water before commencing the controlled activity
What are the aims and objectives for outlet structures The design and construction of stormwater outlets should aim to be natural yet provide a stable transition from a constructed drainage system to a natural flow regime as seen in Figure 1
Figure 1 Natural outlet structure
Page 101 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
The design and construction footprint and extent of disturbance within the riparian corridor should be minimised even allowing for the intended discharge function to be achieved Refer to the NSW Office of Water guidelines for riparian corridors
All ancillary drainage infrastructure such as oil or grease interceptors sediment and litter traps constructed wetland detention basins or any works requiring on-going access or maintenance should be located outside the riparian corridor or in accordance with the NSW Office of Water guidelines for riparian corridors
Water run-off from the site should be of appropriate quality and quantity before being discharged into a riparian corridor or watercourse
Appropriate rehabilitation of disturbed areas following the installation of outlet structures should adequately restore the integrity of the riparian corridor
What should be considered in the design and construction of outlet structures The design and construction of outlet structures should consider but not be limited to the following
Define the infrastructure route and identify the specific point of discharge Where possible select a route along an existing cleared or disturbed area that avoids trees preferably beyond their drip line
Choose a stable section of the stream for the discharge point preferably mid-way between bends Alternatively incorporate outlet discharge points into disturbederoded areas which are to be stabilised or rehabilitated
Minimise construction footprint and proposed extent of disturbance to soil and vegetation within the watercourse or waterfront land
Demonstrate that changes to the hydrology of the receiving watercourse have been assessed and there is no detrimental impact on discharge volumes and channel velocities Discharge velocities and flow rates should mimic natural flows and not initiate erosion
Discharge from an outlet should not cause bed or bank instability Protect the bed of the watercourse below the outlet if not bedrock or if bed scour is likely Consider
bank material and outlet jet effect and protect the opposite streambank if required Point outlet structure and direct discharge downstream The outlet should not protrude beyond the streambank but tie in with the adjoining bank alignment Calculate tractive stresses generated from outlet discharges and from bank full discharges to
determine appropriate rock size requirements for the structure Rock rip-rap is the preferred material to provide a natural outlet Rip-rap should extend for the full
extent of the design scour apron and adjoining flanksstreambank Rip-rap must be appropriately keyed in to withstand the velocities of runoff or discharge from the site and cut-off trenches should be provided where necessary
Rip-rap should consist of durable angular run-of-quarry rock placed over a bedding layer of angular cobbles over geotextile Where possible incorporate vegetation such as sedges and rushes into scour management as Figure 1 for further stability
Grade scour apron to bed level of the watercourse or just below any permanent water created by any stable feature such as a rock bar within the watercourse
Stabilise and rehabilitate all disturbed areas including topsoiling revegetation and regeneration mulching weed control and maintenance
What information should be submitted for assessment When seeking approval to outlet structures across a watercourse or waterfront land the NSW Office of Water will rely on the above information to undertake its assessment and to determine if the activity should be approved All works and activities within watercourses should be designed by suitably qualified persons
Page 102 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Controlled activities on waterfront land ndash Guidelines for outlet structures on waterfront land
3 NSW Office of Water July 2012
The following additional information may also be required
Detailed design drawings which include a surveyed plan cross sections across the watercourse and a long section of the watercourse showing proposed works relative to existing and proposed bed and bank profiles and water levels The cross section is to extend to the landward limit of the identified riparian corridor All plans must include a scale bar
Detailed plans should include a location plan plan view elevation view and cross section of the proposed outlet structure
Detailed plans of any permanent bed and bank stabilisation works for scour protection Sediment and erosion control plan Detailed report of pre and post construction hydraulic hydrologic and geomorphic conditions Photographs of the site should be supplied To assist with future monitoring and reporting all photo
points should be identified by GPS coordinates or by survey particularly for large scale earthworks or extractive industries
A vegetation management plan prepared in accordance with the NSW Office of Water guidelines for vegetation management plans
A site management plan incorporating a works schedule sequence and duration of works contingencies such as in case of flooding erosion and sediment controls and proposed monitoring and reporting periods
Costing of all works including materials and labour and stages of works including outlet structure installation and rehabilitation
Copies of other relevant approvals for example development consent
Will a maintenance period be necessary Applicants may need to allow for a minimum maintenance period of two years after practical completion of each stage or until the site is stable The maintenance period will depend on the scope size and level of risk Engineering certification may be required at the end of the maintenance period Maintenance until stable includes sediment and erosion control the replacement of any works vegetation or areas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Will a security deposit be required Applicants should note that if the likelihood of significant impact on the watercourse or waterfront land is identified security (as bank guarantees) may be required before the controlled activity is commenced The amount of security is usually based on the costings provided
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_d
Page 103 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for riparian corridors on waterfront land Controlled activities carried out in on or under waterfront land are regulated by the Water Management Act 2000 (WM Act) The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means that a controlled activity approval must be obtained from the Office of Water before commencing the controlled activity
What is a riparian corridor A riparian corridor (RC) forms a transition zone between the land also known as the terrestrial environment and the river or watercourse or aquatic environment Riparian corridors perform a range of important environmental functions such as
providing bed and bank stability and reducing bank and channel erosion protecting water quality by trapping sediment nutrients and other contaminants providing diversity of habitat for terrestrial riparian and aquatic plants (flora) and animals (fauna) providing connectivity between wildlife habitats conveying flood flows and controlling the direction of flood flows providing an interface or buffer between developments and waterways providing passive recreational uses
The protection restoration or rehabilitation of vegetated riparian corridors is important for maintaining or improving the shape stability (or geomorphic form) and ecological functions of a watercourse
Changes to controlled activities within riparian corridors On 1 July 2012 new rules commenced regarding controlled activities within riparian corridors The new rules amend the riparian corridor widths that apply to watercourses providing more flexibility in how riparian corridors can be used and making it easier for applicants to determine the Office of Water controlled activity approval requirements Key aspects of the changes include
Provision of greater flexibility in the allowable uses and works permitted within riparian corridors The core riparian zone and vegetated buffer have been combined into a single vegetated riparian
zone (VRZ) The width of the VRZ within the riparian corridor has been pre-determined and standardised for
first second third and fourth order and greater watercourses Where suitable applicants may undertake non-riparian corridor works or development within the
outer 50 per cent of a VRZ as long as they offset this activity by connecting an equivalent area to the RC within the development site
A new lsquoriparian corridors matrixrsquo enables applicants to determine what activities can be considered in riparian corridors
Page 104 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
These changes will simplify the controlled activities application and assessment process provide greater flexibility help make more land available for housing support floodplain stormwater and bush fire management and allow riparian corridors to be used for public amenity whilst continuing to deliver environmental outcomes required under the WM Act
The riparian corridor consists of
the channel which comprises the bed and banks of the watercourse (to the highest bank) and the vegetated riparian zone (VRZ) adjoining the channel
Figure 1 The riparian corridor
Riparian corridor widths The Officer of Water recommends a VRZ width based on watercourse order as classified under the Strahler System of ordering watercourses and using current 125 000 topographic maps (see Figure 2 and Table 1) The width of the VRZ should be measured from the top of the highest bank on both sides of the watercourse
Figure 2 The Strahler System Table 1 Recommended riparian corridor (RC) widths
Watercourse type VRZ width
(each side of watercourse)
Total RC width
1st order 10 metres 20 m + channel width
2nd order 20 metres 40 m + channel width
3rd order 30 metres 60 m + channel width
4th order and greater (includes estuaries wetlands and any parts of rivers influenced by tidal waters)
40 metres 80 m + channel width
Note where a watercourse does not exhibit the features of a defined channel with bed and banks the Office of Water may determine that the watercourse is not waterfront land for the purposes of the WM Act
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Objectives for riparian corridor management The overarching objective of the controlled activities provisions of the WM Act is to establish and preserve the integrity of riparian corridors
Ideally the environmental functions of riparian corridors should be maintained or rehabilitated by applying the following principles
Identify whether or not there is a watercourse present and determine its order in accordance with the Strahler System
If a watercourse is present define the RCVRZ on a map in accordance with Table 1 Seek to maintain or rehabilitate a RCVRZ with fully structured native vegetation in accordance
with Table 1 Seek to minimise disturbance and harm to the recommended RCVRZ Minimise the number of creek crossings and provide perimeter road separating development from
the RCVRZ Locate services and infrastructure outside of the RCVRZ Within the RCVRZ provide multiple
service easements andor utilise road crossings where possible Treat stormwater run-off before discharging into the RCVRZ
The Office of Water however does allow for a range of works and activities on waterfront land and in riparian corridors to better meet the needs of the community so long as they cause minimal harm as outlined in the riparian corridor matrix below
Riparian corridor matrix The riparian corridor matrix enables applicants to identify certain works and activities that can occur on waterfront land and in riparian corridors Applicants should note that the matrix relates to controlled activity approvals under the WM Act only They are still required to comply with other relevant government legislation such as threatened species flood planning levels and fisheries guidelines
Table 2 Riparian corridor matrix
Detention basins
Road crossings Stream order
Vegetated Riparian
Zone (VRZ)
RC off-setting for non
RC uses
Cyclewaysand paths
Only within 50 outer VRZ
Online
Stormwater outlet
structures and
essential services
Stream
realignment
Any Culvert Bridge
1st 10m
2nd 20m
3rd 30m
4th + 40m
Key Stream order The watercourse order as classified under the Strahler System based on 125000 150000 or 1100000 topographic maps whichever is the smallest scale available A full list is provided at Part 2 Schedule 2 of the Water Management (General) Regulation 2011 Vegetated riparian zone (VRZ) The required width of the VRZ measured from the top of the high bank on each side of the watercourse Riparian corridor (RC) off-setting for non RC uses Non-riparian uses such as Asset Protection Zones are allowed within the outer 50 per cent of the VRZ so long as offsets are provided in accordance with the averaging rule as seen in Figure 3
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Cycleways and paths Cycleways or paths no wider than four metres total disturbance footprint can be built in the outer 50 per cent of the VRZ Detention basins Detention basins can be built in the outer 50 per cent of the VRZ or online where indicated Refer to the Office of Waterrsquos Controlled activities Guidelines for outlet structures and Controlled activities Guidelines for instream works Online basins must be dry and vegetated be for temporary flood detention only with no permanent water holding have an equivalent VRZ for the corresponding watercourse order not be used for water quality treatment purposes Stormwater outlet structures and essential services Stormwater outlets or essential services are allowed in the RC Works for essential services on a fourth order or greater stream are to be undertaken by directional drilling or tied to existing crossings Refer to the Office of Waterrsquos Controlled activities Guidelines for laying pipes and cables in watercourses and Controlled activities Guidelines for outlet
structures
Stream realignment Indicates that a watercourse may be realigned Refer to the Office of Waterrsquos Controlled activities Guidelines for instream works
Road crossings Indicates permitted road crossing methods Refer to the Office of Waterrsquos Controlled activities Guidelines for watercourse crossings and NSW DPI policy and guidelines for fish friendly waterway crossings for Class 1 and 2 waterways
What is the averaging rule Non riparian corridor works and activities can be authorised within the outer riparian corridor so long as the average width of the vegetated riparian zone can be achieved over the length of the watercourse within the development site That is where appropriate 50 per cent of the outer vegetated riparian zone width may be used for non-riparian uses including asset protection zones recreational areas roads development lots and infrastructure However an equivalent area connected to the riparian corridor must be offset on the site (see Figure 3) and the inner 50 per cent of the vegetated riparian zone must be fully protected and vegetated with native endemic riparian plant species
Bridges cycleways paths stormwater oulets and other essential services do not need to be offset but must comply with the requirements set out in the riparian corridor matrix (Table 2) and other relevant Office of Water controlled activities guidelines Offline detention basins do not need to be offset so long as there is an equivalent VRZ for the corresponding watercourse and they are built in compliance with the Office of Waterrsquos Controlled activities Guidelines for watercourse crossings and Controlled activities Guidelines for in-stream works If a proposed basin will not have an equivalent VRZ for the corresponding watercourse it may still be built in the outer 50 per cent of the VRZ but must be offset
The averaging rule should generally be applied to cleared waterfront land Development proposals involving waterfront lands that contain existing native vegetation should seek to preserve that riparian vegetation in accordance with the minimum riparian corridor requirements outlined in Table 1 Figure 3 Averaging rule
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Controlled activities on waterfront land - Guidelines for riparian corridors on waterfront land
5 NSW Office of Water July 2012
Applications for controlled activity approvals Applications for controlled activities approvals should be informed by the riparian corridor matrix shown in Table 2 and prepared using the Application for a Controlled Activity Approval for works on waterfront land form and the Guideline for completing an application for a Controlled Activity Approval
Other controlled activity guidelines are available on the Office of Water website and outline relevant considerations for applicants when proposing activities and works on waterfront lands
Streamlined assessment Where applications are presented in accordance with the riparian corridor matrix (Table 2) and other Office of Water controlled activity guidelines they will be assessed under a streamlined process This may decrease the amount of time it takes the Office of Water to make a determination saving applicants time and money
Applications that do not conform to the matrix andor relevant Office of Water controlled activity guidelines will continue to be subject to merit assessment to ensure that the proposals meet the requirements of the WM Act All applications will still need to demonstrate that minimal harm will occur to waterfront land before a controlled activity approval will be issued
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_e
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 5
Report on EEC Impacts Project Approval Document Schedule 6 Condition 5 c
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of2010
Casuarina glauca
Acacia parramattensis
Eucalyptus amplithornlia
Eucalyptus moluccana
DELLARA PTY LTDProposed Orchard Hills Facility
Response to ltem 1(e)in Short Minutes of Order - 12 May 2011
in the Land and Environment CourtProceeding No 1 0928 of 201 0
INTRODUCTION
Point 1(e) in Short Minutes of Order nominates the following
Riparian Zone and EEC
(e) Provide information on the impacts of dust surface water and
groundwater upon the vegetation within the riparian zone and EECwithin the conservation zone both on and off the Project Site
Based on detail provided by NPWS 119971 the Blaxland Creek riparian zone within and
outside the Project Site comprises tree and shrub vegetation including
Mel aleuca line ar iithornliaBursaria spinosa and
Grevillea juniperina
plus a range offerns and other grass and herb groundcover species
The adjoining endangered ecological community west of the Project Site (on Commonwealth
land) |NPVS 1997] comprises tree and shrub vegetation including
Acacia decurrens Breynia oblongifolia
Eucalyptus moluccana Phyllanthus virgatus
Meleleuca lineariifolia Acacia elongata
Melaleuca stypheloides Acaciafalcata
Melaleuca nodososlash
Dodonaea viscosa subsp cunesta
Bossiaea prostrata and
Eremophila debilis
Astroloma humifusum Pultenqea microphylla
plus a range ofgrass and herb groundcover species
I have set out below the impacts that I consider will occur on the vegetation within both theBlaxland Creek riparian zone and the adjoining endangered ecological community
DUST IMPACTS
Dust which accumulates in high concentrations on plant leaves can have the effect ofinterfering with photosynthesis by reducing the amount of light reaching the photosynthetic
apparatus of the leaves and increasing leaf temperature In addition dust can have an impacton water vapour loss by preventing the leaf stomates from closing as they would normally do
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of2010
DELLARA PTY LTDProposed Orchard Hills Facility
Reference to PAE Holmes [2011] identifies that predicted total deposited dust levels in thevicinity of the subject vegetation communities would be in the order of 2 to 8gmm2 permonth (Scenario 1) and 2 to 4gmlm2 per month (Scenario 3) These levels include ihebackground deposited dust levels and the^predicted contribution from the facility It isnoteworthy that the higher level of Sgmlmlmonth would only be applicable at the closestpoint of the Blaxland Creek riparian vegetation and then it would only occur for the durationof activities represented by Scenario 1 ie only for a 6 month period during siteestablishment
Doley 12006] quotes Farmer [1993] as showing that direct physical impacts on vegetationbecame apparent at relatively high surface loads [eg gt Tgmlm] On the other handchemical effects of reactive materials such as cement dust may become evident at rate ofdeposition of 2gmlmz Dusts containing chemically reactive materials such as sulphates ornitrates can also have major impacts on vegetation tissue
Holmes [Henschke perscomm Muy 2011] also indicates that the dust likely to be generatedfrom activity at the site would be relatively inert mineral material rather than dust that has adeleterious impact on plant tissue by virtue of its chemical properties
The rate of dust deposition resulting from proposed activity ^at
the Orchard Hills site iscalculated by PAE Holmes [2011] to be of the order of 2-8 gmmper month
The potential rate of dust deposition calculated by PAE Holmes [2011] also assumes that thereceptive surface collects and retains all of the deposited dust and is based on collections in adust gauge from which no material can escape In practice this would not be the case sincedust is removed from leaf surfaces in the field by wind action the flexing of branches andby incident rainfall with the consequence that large proportions of any potential dust wouldnot accumulate on leaf surfaces at all or for any length of time
In this regard it is interesting to note the work of Keller and Lamprecht fcited by Doley20061in vegetation adjacent to a busy unsealed highway in the Alaskan tundra showed thatover 850o of deposited dust may be dislodged
Table 1 contains records from the Bureau of Meteorology site at Orchard Hills TreatmentWorks that show that rainfalls of gt1mm are received between 5 and 8 times each monthduring the year with a total ofjust over 76 days per year when such falls are recorded
Rainfalls of gtlmm would be sufficient to remove most of the dust from all but the mosthorizontally-orientated leaves As a consequence the levels of dust accumulation calculatedby PAE Holmes [2011] would be somewhat lessened in their magnitude generally speakingby the impacts of rain and wind on the vegetation surfaces Dust would accumulate to somedegree for a few days and then effectively be removed following wind or rain events
The amount of dust that is deposited on the leaves of growing plants is affected by theorientation of the leaves their age their surface roughness surface waxiness and wettability
For instance most eucalypt leaves are erect or pendulous in orientation rather than horizontalin presentation fGMCunningham pers obs Doley 2006] As such these leaf surfacesprovide a difficult medium for dust accumulation per se or for dust to create a debilitatingproblem
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of 2010
DELLARA PTY LTDProposed Orchard Hills Facility
Table IRainfafl Observations from Orchard Hills Treatment Works Iacute1970-20111
Month Mean Rainfallfmml
Mean Number ofRain Davs
January 1017 83
Februarv 1113 85
March 894 77
April 625 62
May 641 59
June 520 49
Julv 375 43
Auqust 398 38
September 365 51
October 563 69
November 758 78
December 723 72
Total 801 1 766Source Bureau of Meteorology website - 16 May 201 1
The other main native tree and shrub species within the Blaxlands Creek and adjoiningDefence lands at Orchard Hills are listed above These species also have generally verticalnear vertical or pendulous leaf orientations that serve to reduce dust accumulation and thusany impact on plant growth
In the light of the above considerations I conclude that there would not be any deleteriousimpacts on the vegetation of Blaxland Creek or the adjoining Defence lands from dustpotentially generated within the Project Site
SURFACE WATER IMPACTS
Reference to GSS EnvironmentaliBMTWBM (2010) and GHDGSS Environmental (2011)
identifies that no contaminated water would flow from the Project Site towards theendangered ecological community on the western side of the Project Site It is noted that thesite stormwater management system addresses sediment-laden runoff from disturbed areas
not in contact with emplaced waste and is specifically designed and maintained in separation
to the cell leachate management system Similarly the same report identifies that a range ofsuitably sized dams (in accordance with the Blue Book) would be constructed to containsurface water run off from the outer slopes of the northern and eastern faces Stormwaterrunoff inside the facility will be managed by a series of internal sediment dams within thecells (including treatment where required) which is preferentially used internally for aspects
such as dust suppression Vater surplus to usage requirements meeting required water qualitycriteria may be transferred to external sediment Dam 2 for monitored licenced discharge inaccordance with an EPL noting this is also downstream of the EEC Consequentlyconcentrations of suspended solids would be sufficiently low so as not to adversely affecteither water quality within Blaxland Creek or the adjoining riparian vegetation
In light of the proposed surface water management controls referred to above neither theendangered ecological community nor Blaxland Creek riparian vegetation will be adverselyaffected by the proposed project
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GEOFF CUNNINGHAM DELLARA PTY LTDResponse to Point 1(e) Proposed Orchard Hills FacilityLampE Court Proceeding No 10928 of2010
GROUNDWATER IMPACTS
Reference to Aquatena Consulting (2010) confirms that the installation of clay linedemplacement cells (with leachate management) and the inherently low permeability of thesurrounding claylshales that groundwater beyond the Project Site will not be adverselyaffected by the project Consequently the adjoining endangered ecological community andthe Blaxland Creek riparian vegetation will not be adversely impacted upon by the project
REFERENCES
Aquaterra Consulting Pty Ltd [20101 - Cell Design and Groundwater Assessmentprepared on behalf of Dellara Pty Ltd (Part2 of the Specialist Consultant Studies
Compendium)
Doley [20061 - Airborne Particulates and Vegetation Review of Physical Interactions CleanAir and Environmental Quality a0 p)36-42
Farmer AM [1993] - The Effects of Dusts on Vegetation - a Review EnvironmentalPollution 7963-75
GHDGSS Environmental (2011) - Report on Additional Information prepared for DellaraPty Ltd v Minister for Planning and Anor - 19 l|4ay 20Il
GSS Environmental BMT WBM [2010] - Surface Water Assessment prepared on behalfof Dellara Pty Ltd (Part 3 of the Specialist Consultant Studies Compendium)
Kellero J and Lamprecht R [1995] - Road Dust as an Indicator for Air PollutionTransport and Deposition An Application of SPOT imagery Remote Sensing of theEnvironmenI54 I-I2
NPWS l99ll Urban Bushland Biodiversity Survey of Vyestern Sydney FloraAppendices 3 NSW National Parks and Wildlife Service Hurstville
PAE Holmes [2011] - Supplementary Air Quality Assessment - Modified Preferred Project
- Orchard Hills Waste amp Resource Management Facility prepared for Dellara Pty Ltd - 18
May 2011
Geoff Cunningham B ScAgr fHons] FAIAST
Managing Director and Principal Ecologist and Soil Scientist
Geoff Cunningham Natural Resource Consultants Pty Ltd
19th May 2011
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 6
Reconciliation of the Requirements of Schedule 7 of the Project Approval
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Page1of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND
OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
A Minimum design requirements for CampI Waste stockpile buildingstormwaterleachate systems The CampI Waste Stockpile building must include the following measures unless otherwise approved by the EPA
a Stormwater management measures
i The design of the CampI storage facility stormwater conveyance system must be for the 20 year ARI stormwater event and discharge to stormwater management system (SMS)
ii The sediment dams storage for the SMS is are to be designed for a 90th percentile 5 day rainfall event to ensure that stormwater and leachate are not mixed The conveyance system is to be designed for the 20 year ARI stormwater event
b Leachate management measures
i Washdown water from within the CampI Waste Stockpile building is to be separated from stormwater and managed as leachate
ii The SMS and the LMS must be completely separate around the border of the CampI waste stockpile building
iii The concrete floor must be designed to support the mass of CampI waste and to shed washdown water to the LMS The concrete floor must have a slope to facilitate flows of washdown water into the leachate management system (LMS)
Items A a and b have been addressed in the design of the CampI Waste Stockpile Building shown in the Appendices of the LEMP specifically Drawing Vaughan Construction SK010D ndash Design and Operation of the CampI Warehouse showing Material and vehicle movements Items A a and b have been addressed in the design of the CampI Waste Stockpile Building shown in the Appendices of the LEMP specifically Drawing Vaughan Construction SK010D ndash Design and Operation of the CampI Warehouse showing Material and vehicle movements
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Page2of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
B Minimum design requirements for Gas collection systems
a The lateral collection pipes of the gas collection system are to be located not more than 50m apart
b Chimney drains are to be no more than 200 metres apart and must comprise non calcareous granular material with a permeability greater than 1x10-3 msec
c Chimney drains will be installed on the side liner to facilitate gas venting and prevent perching of leachate
d The landfill gas management system should be designed in accordance with the Handbook for the design construction operation monitoring and maintenance of a passive landfill gas drainage and biofiltration system UNSW and GHD NSW DECCW March 2010 unless otherwise approved by the EPA
SeeAuditTask18ndashLandfillEnvironmentalManagementPlanspecificallysection410andAuditTask7ndashAirQualityandGreenhouseGasManagementPlanSeeSection25oftheLandfillEnvironmentalManagementPlan(LEMP)
C Minimum design requirements for Cell liners
a The clay basal liner within each cell must
i Extend up the side of the quarry wall for at least 2m to provide for capture of leachate and prevent leakage at the join of the HDPE side liner and the clay base liner
ii Achieve an infiltration rate equivalent to or less than 90cm of compacted clay with a maximum permeability of 1 x 10-9 msec
iii The extension of the clay liner up the side of the quarry wall
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
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Page3of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
shall be of equivalent thickness (when measured perpendicular to the liner surface) and permeability as the basal liner
iv Refer to additional conditions regarding cell 2 below
b A groundwater depressurisation system (as described in Appendices of the (Revised) Overview Report for the Further Modified Project Report (Ex Z in Appeal No 10928 of 2010) accompanying the Further Modified Preferred Project Report (Ex Z in Appeal No 10928 of 2010) must be installed between the landfill cell liner and the natural geology where the cells are below the ground level The design for the groundwater depressurisation system must be included in the design for the landfill cells and accompany the application for the EPL
c The HDPE side liner must
i Overlap with the basal clay liner (which must extend up the side wall for at least 2m)
ii Be placed against an appropriate geotextile cushion material against the side of the quarry wall
iii If in the opinion of a certified CQA assessor the HDPE will be damaged by the roughness of the inside wall surface then a composite clay-HDPE liner system must be placed against the entire quarry wall unless otherwise approved by the EPA
iv Have a minimum thickness of 15mm and conform to the relevant Australian Standards
d Geotextile must be placed on either side of the HDPE side liner
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
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Page4of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
e All cell construction works are to be assessed by the CQA assessor and certified as suitable before emplacement of waste begins
f All cells and sub cells must include an active leachate extraction or drainage system as per Section 284 of the FMPPR
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
D Minimum design requirements for Capping
a The capping design must be the modified cap design incorporating a geomembrane liner and drainage layer (as specified in Table 24 of the FMPPR) (note that the drainage layer is not optional)
b The drainage layer permeability must be greater than 1x10-3 msec The aggregate used in the drainage layer must not include crushed concrete
c The sealing clay layer must be a minimum of 600mm thick and have a permeability of not greater than 10 -8 msec
d The subsoil layer must be a minimum thickness of 750mm
e The bund walls on the north eastern and eastern boundaries of the site must be conditioned as part of the site development works and before any waste is placed on the site
f All barrier and drainage layers including geomembrane must be the
Seesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeplansinAppendicestoBundwallLandscapingandVMPandRehabilitationPlan
1 SiteEstablishmentndashRehabilitationandLandscapingPlanDrawingNoPL201709Adated10January2017
2 LandformandRehabilitationLandscapingPlanDrawingNoPL201710Adated10January2017
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Page5of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
subject of approval by the EPA
E Minimum design requirements for Cell 2 An additional groundwater depressurisation layer behind the HDPE side liner of Cell 2 must be installed if required to relieve groundwater pressure caused by the increase in depth
ThisrequirementisnotrelevantuntilplansforStage2(Cell2)aresubmittedfollowingthecompletionofStage1(Cell1)
F Landfill operational requirements
1 In addition to the leachate management system specifications indicated above the landfill operation must comply with the following requirements to ensure that leachate is minimised and that leachate is separated from stormwater throughout the operation of the Project unless otherwise approved by the EPA
a The active landfilling face must not exceed 420 m2 in plan area at any time
b The daily cover must be placed on the active landfill area to a minimum thickness of 150mm The area of landfilled waste with daily cover should not exceed 1ha
c The active cell must be covered with intermediate cover of clay rich soil to a minimum thickness of 300mm should it not be landfilled within 90 days of placement of daily cover
d The combined area of daily cover and intermediate cover should not exceed 3 ha at any one time excluding temporary batter slopes and any sub-cell that is undergoing final capping and revegetation unless otherwise approved by the EPA
SeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)
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Page6of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
e Batter slopes must be covered with intermediate cover where exposed for more than 90 days The final capping and revegetation works of any subcell should be completed within 3 months of all of the landfilled waste in that subcell reaching the approved final landform unless otherwise approved by the EPA
f The cell must be progressively capped with the final capping profile as per condition D(a-f) of Schedule 7
g The active landfilling faces must be bunded to prevent run-off and run-on of stormwaterleachate from the exposed waste
h Collect and extract stormwater runoff from daily and intermediate covered areas and discharge this water as stormwater subject to testing and compliance with the specifications in the EPL
i All leachate drainage and capping drainage material must achieve a permeability of greater than 1x10-3 msec and comprise non calcareous granular material
j The leachate head is to be monitored as part of the monitoring program
k The leachate head on the liner system should not exceed 300mm above the cell floor throughout the operation of the facility unless leachate is required to be stored in the landfill under extreme wet weather conditions
SeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)andSeeplansinAppendicestoBundwallLandscapingandVMPandRehabilitationPlan
SiteEstablishmentndashRehabilitationandLandscapingPlanDrawingNoPL201709Adated10January2017andLandformandRehabilitationLandscapingPlanDrawingNoPL201710Adated10January2017
SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)
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Page7of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
l If the leachate head exceeds 300mm additional leachate extraction measures are to be implemented immediately to reduce the leachate head to acceptable level
m The Leachate Management Plan must include contingency measures in the event of failure or severe storm event or excess leachate volumes greater than the modelled predictions or fugitive leachate emission
n During site establishment the material within the dam in the Cell 1 area is to be treated as follows
i Water is to be tested prior to pumping and appropriately disposed of
ii Sediment is to be tested classified and appropriately disposed of
iii Testing procedures are to be carried out in accordance with EPA procedures and for EPA analyte list
Seesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeeAuditTask20ndashStormwaterDewateringManagementPlanapprovedbytheEPA7March2017
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Page8of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
G Waste inspection procedures 1 Detailed waste screening procedures for all waste received at the site and all waste extracted from bund walls are to be prepared and implemented to ensure that all waste meets the classification of general solid (non-putrescible) or special waste for asbestos recovered from the on-site bunds The procedures must include
a Visual inspection of all received waste
b All staff members that monitor the site entrance shall be trained in the identification and classification of solid waste Vehicles with unacceptable loads of waste will be refused entry to the site
c Require documentation for all soils received from the site to confirm their origin
d Random sampling and testing of soils to confirm that they meet the classification of general solid (non-putrescible) waste
e Prominent signage at the entrance to the landfill defining acceptable wastes and directing users to contact the gateperson for information regarding disposal of other wastes
f Random daily inspection of vehicles entering the landfill All vehicles suspected of containing unacceptable waste will be refused permission to deposit waste until the waste is verified as being acceptable Staff shall require and collect appropriate evidence from the driver of the vehicle eg test certificate approvals etc as appropriate as verification that the waste is acceptable
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
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Page9of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
g Directing vehicles with unacceptable wastes to an appropriate disposal facility
h Random monitoring and inspection of wastes as they are discharged from vehicles at the waste disposal areas by site personnel All waste suspected of being unacceptable will be segregated and checked as to its acceptability eg by detailed inspection andor testing as deemed appropriate by site staff
i Monitoring of the deposited waste during spreading compaction and covering at the landfill or stockpiling at the site All waste suspected of being unacceptable will be segregated and checked to determine its acceptability eg by detailed inspection andor testing as deemed appropriate by site staff and
j Recording of all incidences of identification of unacceptable wastes in the sitersquos daily log The record will include
i Details of the waste eg type
ii Source of the waste eg vehicle identification driver identification and generator of the waste
iii Recommended waste management facility(s)
iv Result(s) of contacting the waste management facility and
v Date contacting the EPA
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
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Page10of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
k In the event that unacceptable waste is identified in an incoming vehicle the vehicle will be refused entry re-directed and details of the incident recorded as described above Site personnel will advise the driver of the vehicle of appropriate waste management facilities or to contact the EPA for advice on appropriate management of the unacceptable waste
l In the event that unacceptable waste is identified during deposition by a vehicle staff will immediately segregate and contain the waste away from the active landfilling area or recycling amp re-processing area Site personnel will record the details of the waste such as type the source and the vehicle and driver identification Site personnel will advise the driver of the vehicle that the waste is not acceptable and may load the waste back onto the vehicle where practical and safe to do so The vehicle will then be escorted from the landfill by Site personnel Site personnel will advise the driver of the vehicle to contact the EPA for advice on the appropriate management of the unacceptable waste
m In the event that unacceptable waste is identified during the spreading and compaction of deposited waste or stockpiling at the site site personnel will segregate and contain the waste away from the active waste disposal or recycling amp re-processing areas Site personnel will make all practical efforts to identify the source of the waste including
i Inspecting the waste for possible identification labels on containers and
ii Identifying the type of waste and consequently the possible
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
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Page11of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
sources
n Site personnel will contact the EPA to confirm appropriate management options and will document the final disposition of the unacceptable waste in accordance with the EPAs requirements
o In the case of asbestos and other waste contained in the bund walls a screening procedure must be developed based on information contained in the Preliminary In-Situ Waste Classification dated September 2009 to identify the procedures for ensuring all extracted waste from the bunds is appropriately classified and managed This procedure should be implemented before waste activities commence at the site
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
H Surface water and groundwater management
1 A minimum total of seven groundwater observation bores will be drilled around the perimeter of the facility as part of the site establishment works Bore construction will be in accordance with EPA requirements and sampling will be carried out in accordance with monitoring plan in the LEMP and in accordance with the EPL
2 Prior to commencement of waste emplacement the groundwater will be sampled and monitored for an EPA approved analyte list using the bores to establish background conditions in surface water and groundwater
3 Groundwater will be sampled and monitored throughout the operation of the facility and post closure for as long as deemed necessary by the EPA and at intervals specified by the EPA
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwells
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Page12of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
4 Stormwater runoff from intermediate cover areas (minimum 300mm thick) and bunded areas of the cell floor will be isolated from contact with the waste and will be collected and pumped from the landfill area and treated as stormwater in the stormwater management system
5 Surface water runoff and leachate must be kept separate at all times To ensure this occurs the applicant is to ensure the control and mitigation measures referred to in the surface water report of GSS are to be incorporated into the design and implemented during each stagephasecell of the development including but not limited to
a Construct sedimentation dams for sediment-laden runoff
b The surface water management system is to include measures to treat run off to where required to reach acceptable discharge under the EPL according to guidelines from Managing Urban Stormwater - Soils and Construction Manual (DECC 2004) and EPA requirements
c Re-use water from sedimentation dams for dust suppression and revegetation
d Water discharged from site via a licensed discharge point where its quality is monitored
e Temporary erosion and sediment control measures to be installed during construction
f Clean runoff is must be directed away from disturbed areas
AuditTask8ndashSoilWaterandLeachateManagementPlan
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Page13of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
g Maintenance of sediment control structures
h Contingency procedures for breaches and cross-contamination between stormwater and leachate
6 Only stormwater is to be reused onsite for dust suppression and revegetation with excess stormwater managed and treated where required for monitored licensed discharge
7 The Stormwater Soil Water and Leachate Management Plan must identify the location of licensed discharge points for stormwater and monitoring parameters and frequency of monitoring
8 The stormwater system must be designed in accordance with the Managing Urban Stormwater ndash Soils and Construction Manual (the ldquoBlue Bookrdquo) ndash DECC 2004
9 Monitoring requirements for surface water and groundwater (parameters and frequency) must be included in the Plan
AuditTask8ndashSoilWaterandLeachateManagementPlan
I Monitoring
1 All groundwater piezometers must be installed around the site as per Annexure 5 in Appendix 1 contained the Cell Design and Groundwater Assessment (Aquaterra 2010) These piezometers must be installed and appropriately sampled during site establishment and before any waste is received at the site to determine background groundwater characteristics (groundwater quality and groundwater flow conditions)
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwells
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Page14of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
2 The piezometers must be sampled during the detailed engineering design and site establishment phases to identify and confirm background groundwater characteristics and clarify the connectivity between groundwater and the creek
3 The operator must engage an independent party (or parties) to monitor the following during the life of the project in accordance with the LEMP and the EPL
a Groundwater levels and quality
b Leachate levels in cells and quality
c Leachate levels in dams and quality
d Surface water quality at offsite discharge point
e Cover and capping operations on waste cells
f Background groundwater characteristics and
g Clarify the connectivity between the groundwater and Blaxland Creek
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwellsInadditionseeAuditTask18‐LEMPsection493
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Page15of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
4 Leachate modelling must be validated through independent assessment and monitoring of leachate flows levels and volumes in leachate storage ponds
5 If validation assessment of the leachate model indicates excess leachate storage is required then potential contingency arrangements must be developed and implemented to the satisfaction of the EPA If directed by the EPA further waste receipt must be suspended until the EPA is satisfied with the arrangements
6 Results of leachate validation assessment compared to the model provisions must be provided to the EPA upon request
GroundwaterMonitoringPlanisincludedinAuditTask8ndashSoilWaterandLeachateManagementPlan
J Construction Quality Assurance Plan
1 A Construction Quality Assurance Plan (CQA) must be prepared and implemented for the entire site including development works cell construction stormwater and leachate management measures capping and post closure rehabilitation
2 The CQA plan must include provisions for the following in accordance with the POEO Act
a Sources of construction material
b Testing of construction materials
c Inspection and testing procedures for constructed cell liners (basal and side)
SeeAuditTask22ndashConstructionAssuranceQualityPlan
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Page16of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
d Construction methodology for compacting clays including number of lifts and moisture conditioning for each cell
e Inspection and testing procedures for HDPE and geomembrane liners
f Rectification of non conforming components
g Certification sign off by suitably qualified assessor on the completion of each of the specified works
h An independent certification report must be prepared to confirm that each of the specified works were completed as required and in accordance with the CQA plan and any EPL conditions This report is to be submitted to the EPA at the completion of each of the specified works
i The CQA plan must be included in the LEMP
j Contingency measures in the event of failure or sever storm event or fugitive leachate emission and
k Leachate modelling for the Project must be provided to confirm the efficacyadequacy of the proposed final leachate management and surface water management design and incorporated into the SWLMP
SeeAuditTask22ndashConstructionAssuranceQualityPlan
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Page17of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
K Minimum Design Requirements for Rehabilitation and Post Closure Management
1 The cap design must include a drainage layer
2 Appropriate vegetation must be properly established on site and cap
3 Erosion must be controlled and managed
4 Surface water runoff must meet discharge water quality requirements as specified in the surface water assessment dated February 2010 prepared by GSS Environmental and the EPL
5 Surface water and testing must be incorporated into the monitoring plan of management
6 The final landform height and profile is not to exceed the height and shape specified in Figure 220 of the FMPPR
SeeAuditTasks12and15ndashBundwallLandscapingandVegetationManagementPlanandRehabilitationPlanThisPlanacknowledgesthecappinglayerspecifiedintheFMPPRHoweverStage1ofoperations(uptothecompletionoftheexcavationofcell1isnotlikelytoinvolvetheconstructionoffinalcappingInterimfinalcappingwillbeusedalongwithstaticloadingwithmaterialstockpilestominimizethepotentialforsettlementSeeAuditTask8ndashSoilWaterandLeachateManagementPlanandAuditTask18LEMPAuditTask8ndashSoilWaterandLeachateManagementPlanandAuditTask18LEMPDetailshavebeenincorporatedinAuditTask1ndashDetailedEngineeringPlans
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Page18of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
7 In order to ensure there is no need to increase the height of the landform any settlement areas that may result in ponding of surface water will need to be backfilled and this process will continue until the EPA determines that the facility is stable and does not represent a risk to human health or the environment The following actions must be undertaken
a Regular maintenance of slopes through backfilling and revegetation of settled areas to prevent ponding of water and facilitate runoff and
b All backfilling activities are to be undertaken with subsoil of the same composition as proposed subsoil (on site clays) referred to the in the cap profile
8 Regular inspection and reporting by an independent suitably qualified assessor on an annual basis to assess the integrity of the cap the grade and the existence of differential settlement areas where ponding could occur
9 All reports identified above are to be provided to the EPA and relevant certifying bodies within four weeks of the inspection date Reports are also to be made publicly
10 Monitoring is to continue until the EPA determines the facility is stable and no longer represents a risk to human health or the environment
SeeAuditTasks12and15ndashBundwallLandscapingandVegetationManagementPlanandRehabilitationPlanThisPlanacknowledgesthecappinglayerspecifiedintheFMPPRHoweverStage1ofoperations(uptothecompletionoftheexcavationofcell1isnotlikelytoinvolvetheconstructionoffinalcappingInterimfinalcappingwillbeusedalongwithstaticloadingwithmaterialstockpilestominimizethepotentialforsettlement
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 7
Response from Agencies
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From Irene ZingerTo davidwhitepatonslanecomauCc John GaleaSubject OUT1710124-DPI Water response - PLRRC Bund Wall Landscaping and Vegetation Management Plan and
RehabilitationDate Monday 6 March 2017 90041 PMAttachments OUT17_10124 DPI Water response - PLRRC Bund Wall Landscaping and Vegetation Management Plan and
Rehabilitationpdf
Hi David
Please fiend enclosed DPI Waters comments
For further information please contact John Galea Water Regulation Officer ParramattaOfficer telephone 8838 7520 or email johngaleadpinswgovau
Best regardsIrene
Irene Zinger | ARegional Manager - MetroWater Regulation OperationsNSW Department of Primary Industries - WaterLevel 11 10 Valentine Avenue | Parramatta NSW 2150PO Box 3720 | Parramatta NSW 2124T 02 9842 8513 M 0419 406416 F 02 9895 7501E irenezingerdpinswgovauW wwwdpinswgovau wwwindustrynswgovau
This message is intended for the addressee named and may contain confidential information If you are not the intended recipientplease delete it and notify the sender Views expressed in this message are those of the individual sender and are not necessarilythe views of their organisation
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 7 Patons Lane Resource Recovery Centre Orchard Hills
Figure 2
Additional Plans required to be incorporated in the LEMP
ConstructionTrafficManagementPlanandBridgeInvestigation
SiteEstablishmentNoiseManagementPlan(SENMP)
Landfill Environmental Management Plan
Plans to be incorporated in the LEMP QuarryOperationManagementPlan DetailedEngineeringPlans AsbestosandContaminationManagementPlan AirQualityandGreenhouseGasManagementPlan SoilWaterandLeachateManagementPlan FireandEmergencyManagementPlan RehabilitationPlan LandfillEnvironmentalManagementPlan
ConstructionQualityAssurancePlan BundWallLandscapingandVegetationManagement
PlanandRehabilationPlan
Plans Covering Stage 1 of the Project ndash (construction works and operation for 5-7
years)
Plans Covering Site Establishment works and construction of the RRA (ie construction works only ndash no operations ndash first 18 months of the
j )
Management Plan Approval Process
Proponent Consultation with Agencies in development of Plans
Submission of Plans to DPampE
DPampE Approval of Plan
Inclusion of Plans in Audit Documentation Pre-Site Establishment Audit Completed
Lodgement of Audit with DPampE Site Establishment works can commence
Figure 1
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 8 Patons Lane Resource Recovery Centre Orchard Hills
14 Statement of Aims and Objectives
The aim of the Plan is to provide the technical detail required for SRC Properties Pty Ltd to protect conserve and enhance the native plant communities in the area The life of the project is estimated at 25 years and at the end of its operation and restoration it will be returned to pasture land and native bushland as intended in the FMPPR In keeping with the intent of the FMPPR the aim is to restore and maintain any disturbed areas This will minimize the impact of the proposed development on the sitersquos surrounding natural ecosystem and the adjacent land uses The aim of the plan is to ensure the development has positive impacts on the visual amenity of the area and the health of the vegetation communities within the area now and into the future The objectives of this plan are to identify the abiotic and biotic factors relating to the site in order to discuss the management strategies required to satisfy the Project Approval Consent Conditions satisfy the aims identified above with reference to managing existing and new native
vegetation areas weed and erosion threats final land use and visual aesthetic amenity provide a framework to implement maintain and monitor the rehabilitation of the site
There are two key vegetation communities associated with this site They are the Cumberland Plain Woodland (CPW) and the River Flat Eucalyptus Forest (RFEF) The Cumberland Plain Woodland is primarily located in Commonwealth Defence Department land to the west south west and south of the site It is an Endangered Ecological Community (EEC) and remnant species still exist on site They occur where the land has been undisturbed by previous quarry operations along the property boundaries and in the vicinity of Blaxland Creek The River Flat Eucalyptus Forest is also an Endangered Ecological Community and occurs in the northwest corner of the site It is the vegetation community associated with the riparian zone of Blaxland Creek
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 9 Patons Lane Resource Recovery Centre Orchard Hills
15 Scope of Site Works and Activities Included in Stage 1
The Department of Planning and Environment approved the lodgement of all but two
management plans on a staged basis Stage 1 is defined as being up to the completion of
excavation of Cell 1 which includes all Site Establishment works and Cells 1A 1B and 1C
Management plans will be updated in future prior to additional works being commenced
(such as Cells 2 and 3) which constitute stages 2 and 3
Stage 1 works and activities are made up of the following components
Site Establishment works and activities
Construction of the Recycling and Reprocessing Area (RRA)
Operation of the Landfill and the RRA and cell construction up to the completion of
the excavation of Cell 1 (made up of Cells 1A 1B and 1C)
Stage 1 is expected to take 5-7 years to complete It is confirmed that Plans for Stage 1 have
been prepared based on the impacts of the above activities being carried out on a full
operational level ie up to the maximum permitted tonnages and vehicle movements as
permitted by the Project Approval which are summarised below
Hours of Construction Monday to Friday 7am to 6pm and Saturday 8am to 2pm General Operating Parameters
Total input up to 450000 tonnes per annum (tpa)
Waste recycled up to 350000 tpa
Waste landfilled up to 205000 tpa
Heavy Vehicles up to 250 heavy vehicle movements per day
Maximum resource export rate 160000 tpa
Maximum stockpile height RL 54 m AHD
Construction 10 ndash 15 people
Operation 20 people full time plus up to 10 part-time contractors
Hours of Operation
MondaytoFriday7amto6pmand
Saturday8amto2pm
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 10 Patons Lane Resource Recovery Centre Orchard Hills
16 Scope of Site Works and Activities Included in Site Establishment and Construction of the Recycling and Reprocessing Area
These construction activities are expected to 18 months to complete and will be carried out
within the following parameters
Hours of Construction
Monday to Friday 7am to 6pm and Saturday 8am to 2pm
Personnel
Construction 10 ndash 15 people
17 Scope of Site Works and Activities Included in Site Establishment
The site establishment works and activities are as follows
Constructionshaping of the northern face and much of the eastern face to their
final rehabilitated landform and landscaping of those faces
Construction of the northern face will be achieved through the following
Reshaping the existing northeastern and northwestern bund walls by reducing
its height in some areas raising its height in other areas to create an even
northern face with a maximum elevation of 53 m AHD and a more gentle
northerly slope than currently exists The new northern face and acoustic mound
will provide acoustic protection for the earthmoving and landfilling
equipmentvehicles operating within Cells 1 and 2 The acoustic mound will be
removed at the conclusion of capping in Cell 2 when it is no longer needed for
acoustic protection
Areas to the north of the acoustic mound will be regraded to their final
rehabilitated landform with slopes of approximately 5 Final landscaping of
these areas will occur during site establishment
Partial rehabilitation of the existing southern and southwestern bund walls through the
reduction in the elevation to an approximate elevation of between 57 m AHD and 58
m AHD such that they will not be visible from any residence within The Vines
Estate Once re-shaped the surface and adjoining batter slopes will be revegetated
Upgrading and sealing of Patons Lane and upgrading the entrance to the site
(from Patons Lane) together with the refurbishment of the existing dual
weighbridge and associated office
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 11 Patons Lane Resource Recovery Centre Orchard Hills
Site preparatory works within the recycling and re-processing area to create the required landform and
create a suitable pad for the materials recycling facility warehouse and mobile recycling equipment
Construction and commissioning of the on-site wheel wash facility
Upgrading and sealing the internal road network beyond the proposed wheel wash facility to the
exit point from the recycling and re-processing area
Building and construction works and infrastructure works as shown in Figure 3 below
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 12 Patons Lane Resource Recovery Centre Orchard Hills
Figure 3 ndash Site Establishment
Source ndash Figure 26 Further Modified Project Report
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Huon Designs July 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 13 Patons Lane Resource Recovery Centre Orchard Hills
These works and activities will be undertaken generally in the order set out below
(and referenced on Figure 3) noting that the scheduling of specific works will be
dependent on factors such as weather commercial factors including contractor
availability specific logistical requirements and many other issues and will vary
accordingly In addition many of the works and activities will need to be undertaken
simultaneously
1 Construct Surface Water Controls (integrate dams as required) 2 Excavation of stockpiled ClayShale and Construct Northern face (external and
Internal slopes)
3 Regrading shaping areas north of the Northern Face
4 Dewatering of quarry void 5 Landscaping Northern Face
6 Construct Track for Transgrid Access 7 Construct Raw Material Stockpiles 8 Excavate Recycling and Re-processing Area to 48m AHD to 49m AHD Extraction of
clay to form required landform 9 Clay Shale Extraction in Cell 1A then 1B and 1C 10 Install Leachate Riser and Drainage Layer in Cell 1A and then 1B 11 Construct Initial Leachate Evaporation Pond 12 Construction of Recycling and Re-processing Area infrastructure (see Figure 2
overleaf for details) 13 Maintain Height of the Eastern Face of 57m to 58m AHD (outer slope reduced
for landscaping)
14 Construct re-establish Dam 3 (3AampB)
15 Construct re-establish Dam 4 (4A) 16 Construct re-establish Dam 5(5A)
17 Construct Dam 6
18 Establish Contingency Stockpile Area
19 Upgrade Internal Road Network [sealed]
20 Upgrade Internal Road Network [unsealed]
21 Construct Wheel Wash Facility
22 Upgrade Site Entrance
23 Upgrade Existing Weighbridges
24 Upgrade Existing Weighbridge Office
25 Construct Car Park
26 Construct Office
27 Reduction in Height from Southwestern Face 28 Establish Workshop Area 29 Construct Acoustic Mound
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 14 Patons Lane Resource Recovery Centre Orchard Hills
18 Scope of Site Works and Activities Included in the Construction of the Recycling and Re-processing Area (RRA)
The management plans have been based on the impacts of the construction of the entire RRA The layout of the RRA is set out below at Figure 4 These items are largely buildings and structures that will be subject to Construction Certificates BCA regulations and Occupation Certificates certified by an approved certifying authority Figure 4
Source ‐ Figure 28 from Further Modified Project Report
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 15 Patons Lane Resource Recovery Centre Orchard Hills
The infrastructure permitted to be constructed as part of the in the Approved Development in the RRA will be undertaken generally in the order set out below (and referenced on Figure 4) noting that the scheduling of specific works will be dependent on factors such as weather commercial factors including contractor availability specific logical requirements and many other issues and will vary accordingly In addition many of the works and activities will need to be undertaken simultaneously
1 Drainage works 2 CampI Storage and Reprocessing Building
3 Product Bays
4 Delivery Area - concrete apron
5 Small Dam
6 Road network
7 External CampD waste stockpile area 8 External CampD Waste processing area
9 Recycling facility Warehouse 10 Large Items Shed 11 Office
19 Scope of Site Works and Activities Included in the Operation of the Landfill and
Recycling and Reprocessing Area and cell construction up to the completion of the excavation of Cell 1
These works and activities are included in Stage 1 and will be undertaken following the
completion of the Site Establishment works (subject to confirmation via Pre Operation
Compliance Audit) and once the Recycling and Reprocessing Area is constructed (subject
to an occupation certificate) and is operational
The specific works and activities are the
Emplacement of wastes into Cell 1A Construction of Cell 1B and 1C including the selective extractive operations to
extract the clay shale resource and related stockpiling activities Receipt and processing of wastes in the RRA with residuals being emplaced in Cell
1A and 1B
Figure 5 overleaf shows the general arrangement of Cell 1
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 16 Patons Lane Resource Recovery Centre Orchard Hills
Figure 5 ndash Cell 1 General Layout
Source ndash Drawing GHD 21-25736-C003
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 17 Patons Lane Resource Recovery Centre Orchard Hills
110 Project Approval and Consent Conditions Table 1 below details the specific Project Approval Consent Conditions and where they have been addressed It is the intention that this proposed plan will surpass the requirements of the approval in terms of positive environmental outcomes Table 1A Project Approval and Consent Conditions BWLampVMP
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440 BUND WALL LANDSCAPING AND VEGETATION MANAGEMENT PLAN (BWLampVMP) The Proponent shall prepare and implement a Bund Wall Landscaping and Vegetation Management Plan to achieve the final landform and landscaping in Figure 222 of the Further Modified Preferred Project Report (Ex Z in Appeal No 10928 of 2010) This plan must
It is noted that the DPampE provided approval to submit plans on a staged basis on 1 June 2016 An error was made in not including the BWLampVMP in this request A request was made to submit this plan on staged basis as permitted with the other plans as approved by DPampE on 12 November 2016 The DPampE approved the submission of the BWLampVMP on a staged basis on 12 December 2016 This correspondence is provided as Attachment 1 Accordingly this plan is being prepared on a staged basis as per the other plans ie it deals with Stage 1 which is the completion of Site Establishment Works and the completion of the excavation of Cell 1
440a be prepared in consultation with OEH EPA and NOW by a suitably qualified and experienced expert(s)
Huon Designs have been approved by the DPampE as suitably qualified experts in correspondence dated 31 August 2015 (see Attachment 2) This Plan has been forwarded to the following authorities for consultation NOW (this is the former New South Wales Office of Water ndash this Department is now known as DPI Water) The contact is waterreferralsdpinswgovau Attention John Galea EPA ndash Contact Kathy Falconer kathyfalconerepanswgovau wasteoperationsepanswgovau Office of Environment and Heritage (OEH) Note ndash Kathy Falconer is also the contact for consultation with OEH Penrith City Council ndash Contact Peter Wood Manager Assessments
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 18 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
PeterWoodpenrithcity Robert Craig Principal Planner RobertCraigpenrithcity Carlie Fulton Senior Environmental Health Officer carliefultonpenrithcity Note the project approval did not require the proponent to consult with PCC re the BWLampVMP However the proponent is required to consult with PCC re the Rehabilitation Plan so the Plan is being forwarded to PCC The agency comments (which were favourable) from PCC and DPI Water are attached as Appendix 7 Note EPA and OEH advised that they had no comments
440b be approved by the Director-General prior to the commencement of site establishment
This Plan has been submitted to DPampE following consultation with DPI Water EPA OEH and PCC
440c specify the staging milestones for implementation of landscaping works
This Plan is prepared for Stage 1 which is defined in Section 1 This staging is shown on Plans ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and ldquoLandform and RehabilitationLandscaping Planrdquo Drawing No PL 201710A dated 10 January 2017 attached to this report Staging Milestones for the Plans are based on the Stage 1 approved by DPampE
1 Site Establishment Works 2 Excavation and partial restoration of Cell
1 The works in this Plan cover the staging shown in the FMPPR Table 25 Indicative Emplacement and Cell Rehabilitation Staging up to year 5 (approximately) ie the completion of the staging of Cell 1 This is represented in Figure 210a Stage 0 Operations and Figure 221 Rehabilitation Following Site Establishment
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 19 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440d detail specifications for the approved removal reshaping andor landscaping of the bund walls
See Section 30 Site Managementin particular Section 37 Site Establishment ndash Rehabilitation and Landscaping Plan The detailed specifications implemented for the approved removal reshaping andor landscaping of the bund walls have been developed in accordance with the project approval based on the following high level project approval documents The FMPPR provides the requirements for the bund wall works as follows 1 Page 53 paragraph 4 2 Section 29 Existing Bund Wall
Managementrdquo also commencing on page 53 3 Section 23 Site Establishment page 16 4 Section 215 Rehabilitation 5 Figure 221 Figure 222and Attachment A in
Appendix 3 of the Modified Preferred Project Report (MPPR) Schematic Landscape Plans and Schedules
6 The resultant detailed specifications for the approved removal reshaping and design of the bund walls as required in the FMPPR and Site Establishment works are set out in Attachment 3 ndash GHD Plans and Cross Sections The landscape treatment of these bunds shown in the plans is set out in Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and in Section 30 and in particular Section 37 of this report
440e
specify riparian zone management within 50m of Blaxland Creek (measured from the top of the bank)
See Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and Section 30 of this report In particular Sections 31 Zone 1 Conserve areas of moderate resilience ndash Riparian Zone and Section 37 Riparian Zone management has been extended in places up to 100m in this plan The riparian zone is now defined as being 40m (measured from the top of the bank) pursuant to the Guidelines issued by DPI Office of Water (formerly NOW) in 2012
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 20 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
440e (cont)
ldquoOn 1 July 2012 new rules commenced regarding controlled activities within riparian corridors The new rules amend the riparian corridor widths that apply to watercourses providing more flexibility in how riparian corridors can be used and making it easier for applicants to determine the Office of Water controlled activity approval requirementsrdquo These guidelines and related DPI Water documents have been followed in the formulation of this plan and the controlled activity approval application to be submitted to DPI Water for works carried out within the riparian zone DPI Water guidelines and policies are appended to this report as Attachment along with a survey defining the riparian zone
440f include measures to minimise native vegetation loss and additional tree planting to offset this loss
See Section 30 Site Management of this report In particular Sections 31 32 and 33 and Huon Design Plans ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and ldquoLandform and RehabilitationLandscaping Planrdquo Drawing No PL 201710A dated 10 January 2017 attached to this report
440g include a landscape plan identifying locations of planting and identifying species to be planted
See Huon Designs Plan ldquoSite Establishment ndash Rehabilitation and Landscaping Planrdquo Drawing No PL201709A dated 10 January 2017 and Section 30 In particular Section 37 of this report
440h specify the use of only indigenous species propagated from local provenance seed
See Table 5 Revegetation Species List of this report
440i specify the measures which shall be undertaken to protect the EECs on adjacent lands (particularly to the southern and western boundaries of the site) in particular measures to
See Section 30 of this report In particular Section 37 Consultants have previously provided information on the impacts of dust surface water and groundwater upon the vegetation within the riparian zone and EEC within the conservation zone both on and off the Project Site See Attachment 5 (Consent Condition Schedule 6 Condition 5c This information has been used to assist developing strategies which are included
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 21 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
i) stabilize exposed soils ii) control of invasive weeds to prevent weeds from migrating to the EECs iii) prevent dust from impacting on the EECs iv) control sediment stormwater and surface run-off from impacting on the EECs v) prevent leachate from entering into the groundwater or migrating off-site and vi) include all of the above measures in corresponding management plans
in this plan protect the EECs on adjacent lands These issues are dealt with in section 30 of this Report and Section 40 Maintenance Monitoring and Key Performance Indicators of this Report See Section 30 of this report In particular Section 34 Erosion Strategy In addition see Soil Water and Leachate Management Plan - Audit Task 8 See Section 3 in particular Sections 31 32 33 and 36 Weed Management See Section 39 ndash Dust Management strategies In addition other dust management strategies relating to site operations not related to rehabilitation are set out in Audit Task 7 - Air Quality and Greenhouse Gas Management plan (AQampGGM Plan) and summarised in this Plan See and Section 34 andSoil Water and Leachate Management Plan Audit Task 8 and Landfill Environment Management Plan - Audit Task 18 See Section 34 which focuses on surface water control to keep surface water out of the leachate systems See specific reference in the Water and Leachate Management Plan Audit Task 8 and Landfill Environment Management Plan - Audit Task 18
440j identify protection measures for the vegetation and controls for each phase of the development
See Section 35 Fencing Strategy and Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
440k specify details of maintenance actions to ensure the vegetation is maintained at all times including
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 22 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for BWLampVMP
Section of this report where the Conditions are addressed and comments
during the operations and for the post-closure period stipulated by the OEH and EPA
Note that post closure issues are not relevant for this Plan as it only required to deal with Stage 1 up to the end of the excavation of Cell 1
440l specify details of a monitoring and compliance program
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
440m require an annual review for inclusion in the Annual Environmental Management Review that reports on the performance of the landscaping and vegetation management including further recommendations to ensure the successful establishment of vegetation
See Section 40 Maintenance Monitoring and Key Performance Indicators of this Report
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 23 Patons Lane Resource Recovery Centre Orchard Hills
Table 1B Project Approval and Consent Conditions Rehabilitation Plan
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
446 REHABILITATION PLAN The Proponent shall prepare and implement a Rehabilitation Plan to achieve the final landform and landscaping in Figure 222 of the Further Modified Preferred project Report (Exhibit in Appeal No 10928 of 2010) This plan must
It is noted that the DPampE provided approval to submit plans including this Rehabilitation Plan on a staged basis on 1 June 2016 This correspondence is provided as Attachment 1 This plan is being prepared on a staged basis as per the other plans ie it deals with Stage 1 ie the completion of Site Establishment Works and the completion of the excavation of Cell 1 Accordingly the works in this Plan cover the staging shown in Table 25 Indicative Emplacement and Cell Rehabilitation Staging up to year 5 (approximately) ie the completion of the staging of Cell 1 This is represented in Figure 210a Stage 0 Operations and Figure 221 Rehabilitation Following Site Establishment
446a be prepared by a suitably qualified expert whose appointment has been approved by the Director-General
Huon Designs have been approved by the DPampE as suitably qualified experts in correspondence dated 31 August 2015 (see Attachment 2)
446b be prepared in consultation with EPA NOW and Council
This Plan has been forwarded to the following authorities for consultation NOW (this is the former New South Wales Office of Water ndash this Department is now known as DPI Water) The contact is waterreferralsdpinswgovau Attention John Galea EPA ndash Contact Kathy Falconer kathyfalconerepanswgovau wasteoperationsepanswgovau Office of Environment and Heritage (OEH) Note ndash Kathy Falconer is also the contact for consultation with OEH Penrith City Council ndash Contact Peter Wood Manager Assessments PeterWoodpenrithcity
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 24 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
Robert Craig Principal Planner RobertCraigpenrithcity Carlie Fulton Senior Environmental Health Officer carliefultonpenrithcity The agency comments (which were favourable) from PCC and DPI Water are attached as Appendix 7 Note EPA and OEH advised that they had no comments
446c be submitted to and approved by the Director-General prior to commencement of the site establishment works
The Plan has been submitted to DPampE following results of consultation
446d define the objectives and criteria for rehabilitation and closure
See Sections 10 and 40 of this Report
446e comply with the minimum design specifications and operationalpost closure requirements in Schedule 7 unless specified by the EPA
Satisfied as detailed in Sections 10 38 and 40 of this Report In addition Schedule 7 of the project approval is attached to this report with details of where these requirements are addressed in various reports
446f identify the works required and the progressive timing to complete the rehabilitation of each part of the Project
See Section 30 of this report and Section 50 lsquoRestoration Works Programrdquo of this Report
446g investigate options for the removal of Dam 2 outside the riparian corridor as of the final landform once the operational purpose of the dam is complete
Not applicable in Stage 1 of the Plan
446h investigate options for the future use of the site
Not applicable in Stage 1 of the Plan
446i include provisions to monitor and manage settlement impacts during and after the operations
Not applicable in Stage 1 of the Plan except as interim preloading waste emplacement with stockpiles of quarried materials to minimize future settlement impacts See Section 40 of this report
446j describe the measures that would be implemented to achieve the specified objectives and criteria for the rehabilitation and closure
See Section 30 and Section 40 of this Report
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 25 Patons Lane Resource Recovery Centre Orchard Hills
Project Approval Schedule and consent Condition Numbering
Project Approval Consent Condition specifically for Rehabilitation Plan
Section of this report where the Conditions are addressed and comments
446k calculate the cost of implementing these measures
See Section 60 ldquoRestoration Works Budgetrdquo of this Report
446l describe how the performance of these measures would be monitored over time
See Section 40 of this Report
446m address the issue of settlement post-closure and provide designs and ongoing maintenance procedures such as backfilling to maintain slope drainage and prevent ponding
See Section 40 of this Report and notes above in reference to 446i
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 26 Patons Lane Resource Recovery Centre Orchard Hills
20 SITE DESCRIPTION 21 Location and Ownership Patons Lane Resource Recovery Centre Lot 40 DP 738126 occupies an area of 60 hectares located at the end of Patons Lane Orchard Hills in the Local Government area of Penrith City Council The site is owned by SRC Properties Pty Ltd and is bordered to the west and south by bush land owned by the Commonwealth Defence Department and by private farming land to the north and east 22 Abiotic Factors 221 Climate The climate in the suburb of Orchard Hills has the historic recording associated with the western parts of the Sydney Basin and nearby Penrith The hottest days have been recorded in summer where temperatures can reach as high as 43 degrees celcius Winter temperatures can range from below freezing with occasional frosts to an average of 17 degrees celcius Rainfall averages about 800mm per annum but is often variable with the highest rainfall generally occurring in the late springsummer months 222 Geology and Soils The geology and soils of the Orchard Hills area is part of the Hawkesbury River flood plain and is typified by Wianamatta Shale soils This has resulted in relatively rich natural soils and abundance of underlying shale The valuable light-firing shale was the resource exploited in the previous quarry operations and is to be further utilized in the ongoing operations of the site The soil is dispersive and relatively erosive Large amounts of various fill materials have been imported onto the site and this will be reused in the operation of the landfill as cover material and capping material 223 Topography and Aspect The property has a predominantly neutral aspect as it has been almost totally impacted by previous quarry operations including the construction of surrounding bund walls The surrounding topography however is generally flat undulating with a slight southerly aspect Once complete the final landform will be a low hill with grades of 2-10 224 Catchment and Drainage The property is part of the Blaxland Creek Catchment that ultimately drains into the Hawkesbury-Nepean Catchment Very little of the current site drains off the property as it is contained by the surrounding bund walls and collected in existing dams The north and west perimeter of the site drains into Blaxland Creek The south and east drain into the depression running east alongside Patons Lane 225 Erosion Erosion is present in previously disturbed areas and is primarily occurring inside the existing bund walls where runoff is then directed into internal dams and ponds The surrounding bund walls are generally stable and well vegetated Blaxland Creek has some erosion along its banks more due to flash floods from upstream than any impacts created on the site
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 27 Patons Lane Resource Recovery Centre Orchard Hills
226 Acoustics and Scenic Amenity The site is currently dormant and has no activities that would impact on the acoustic or scenic amenity of the area A few cattle kangaroos and feral animals graze on the site Only the visual impact of the bund walls is significant due to their relative height uniformity and lack of bush land vegetation 23 Biotic Factors 231 Flora The site and surrounding area contains two (2) plant communities as listed in the Introduction and Executive Summary The two key vegetation communities associated with this site are the Cumberland Plain Woodland and the River Flat Eucalyptus Forest The remainder of the site is bare exposed soil or covered with pasture grasses and a range of perennial and herbaceous weeds The Cumberland Plain Woodland is primarily located in Defence Department land to the west southwest and south of the site It is an Endangered Ecological Community (EEC) and remnant species still exist on site or have germinated here It occurs where the land has been undisturbed by previous quarry operations and in the vicinity of Blaxland Creek The River Flat Eucalyptus Forest is also an Endangered Ecological Community and occurs in the northwest corner of the site It is the vegetation community that makes up the riparian zone of Blaxland Creek Plant species list and those suitable for revegetation are to be sourced from these communities and are listed in Table 5 The list is also a compilation of those prepared by Richard Lamb and Associates (Schematic Landscape Plans and Schedules) and Geoff Cunningham (Flora Assessment Report September 2009 and Response to Point 1(e) Short Minutes of Order 12 May 2011) According to the Flora Assessment there are no records of threatened plant species on the site or in the vicinity and this was confirmed by field surveys undertaken by Geoff Cunningham and Huon Designs 232 Fauna The native fauna populations on the site would be in line with fauna studies undertaken and included in the Fauna Assessment prepared by Aquila Ecological Surveys September 2009 The adjacent Defence Department land is well fenced as is the farming land The only sizeable access onto the site is via the opening to the southeast corner of the site at the end of Patons Lane The site itself does not currently provide significant habitat other than pondsdams and pasture grasslands Despite the high level of disturbance on the site native fauna would still be frequenting much of the site to forage drink and take advantage of isolated trees and vegetation Sightings of wallabies reptiles and a variety of birdlife have been reported anecdotally It should be anticipated that pest species would also frequent the site due to surrounding land uses and reported populations This would include foxes rabbits and feral cats and dogs Once the perimeter security fencing is complete there will be limited access or through movement of larger species They will only be able to enter and leave if they capitalize on the opportune use of open gates and breaks in the fencing
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 28 Patons Lane Resource Recovery Centre Orchard Hills
As stated in Aquilarsquos report if managed appropriately ldquothe Project would not have any impact upon the fauna and fauna habitat on the adjoining Commonwealth land managed by the Department of Defencerdquo Aquilarsquos report also states that the limited and modified habitats represented on the site may support a narrow range of native fauna that are common in the surrounding region Furthermore it states that ldquowhilst three fauna species listed as vulnerable on the Threatened Species Conservation (TSC) Act occur or are likely to occur there is unlikely to be a significant effect on these species or their habitatsrdquo Once complete the project will provide an increase in the amount of valuable habitat in contrast to the decrease in the surrounding areas due to future residential and commercial development pressures 24 Condition of bush land and weeds Intact and undisturbed areas of native vegetation are non-existent on the site The vast majority of the site (as identified in Cunninghamrsquos assessment) is weed invaded disturbed land The weeds present are listed in Table 3 of this report and the native grasses present are included in Table 5 Revegetation Species List The Cumberland Plain Woodland represented on the neighbouring Department of Defence land is relatively intact with moderate disturbance caused by tracks firesecurity management practices and some weeds Most weeds are impacting the site due to a range of causal factors as outlined in Table 2 The riparian zone of Blaxland Creek is intact but disturbed by weeds manmade activities and domesticferal animal grazing The narrow strip of land on the boundaries of the site between the bund walls and the security fencing is largely intact in terms of site soils but is also severely disturbed by weeds manmade activities and domesticferal animal grazing Both areas are likely to have a healthy seed bank of native species They have been hampered in their ability to regenerate due to domestic grazing weeds and pasture grasses There is also undoubtedly a substantial seed bank of weed species present One noxious weed was recorded on the site being African Boxthorn (Lycium ferocissum) a Class 4 Weed Methods for the treatment and removal of weeds are discussed in Section 362 Management of Weed Removal and Encouragement of Natural Regeneration 241 Site Resilience Site resilience relates to the ability of the natural areas to recover or lsquobounce backrsquo after disturbance It is one of the main considerations in prioritizing actions set out in this Plan In the areas of high resilience the site soils have not been disturbed the water regime remains the same and no extra nutrients have been introduced There is also a good representation of all native vegetation strata levels showing varying stages of maturity an intact native seed bank present in the soil potential habitat including hollow-bearing trees connectivity to other natural areas and areas of a size large enough to reduce levels of edge effects There are no areas of high resilience on the site Moderately resilient areas have had some disturbance are adjacent to disturbed areas andor will be affected by runoff from disturbed areas the native vegetation structure is not indicative of a highly resilient area and habitat is threatened The riparian zone adjoining Blaxland Creek exhibits moderate resilience
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 29 Patons Lane Resource Recovery Centre Orchard Hills
Areas of low to nil resilience have experienced significant disturbance such as removal of topsoil addition of fill changes in water flow erosion weeds dominating over native species and loss of habitat It is necessary to stabilize low resilient areas to reduce resources required to preserve and conserve high to moderately resilient areas now and into the future The narrow strip of land between the bund walls and the security fence may well have low to moderate resilience but is severely impacted by weeds and grazing The ability for this zone to bounce back will only be recognized over time as the management practices outlined in this Plan are implemented If it is identified that some of this area has good resilience due to a healthy native seed bank it may be possible to carry out a soil translocation operation as detailed in Section 37 below Fundamentally the theory is to use current bush regeneration techniques to control weeds and encourage natural regeneration This may include revegetation works also The remainder of the site and the bund walls has been severely impacted with no original topsoil It will be further impacted and has no worthwhile resilience These areas need to be stabilized and managed in such a manner to control weeds and to ensure that negative impacts do not place undue pressure on the other zones hence increasing costs The methods for managing areas of varying resilience are outlined in Sections 31 32 and 33 below 242 Causes of Weed Invasion Identifying the cause of weed invasion is necessary to determine work priorities to prevent further encroachment and to reduce the need for high levels of ongoing resources required to achieve outcomes The major causes of weed invasion on site as per the table below are classified as physical disturbance of soil imported soil dumped garden refuse physical disturbance of vegetation wind water and fauna dispersal Most causes of weed invasion listed below occur on the site The methods to control these factors are an important part of this Plan and are outlined below in Section 3 Site Management Recommendations
Table 2 Causes of weed invasion (Hawkesbury-Nepean Catchment Management Trust 2000)
Cause of weed invasion Code Symptoms Physical disturbance of soil S Weed established on bare soil Imported soil F Weeds established on imported soil Dumped garden refuse D Weeds centered on dumped garden refuse Physical disturbance of vegetation V Evident that moving or trampling has allowed weed growth Impacts from storm water R Growing in wet areas below storm water outlets Fauna dispersal O Weeds established in otherwise undisturbed areas Wind w Weeds established in otherwise undisturbed areasanimals not cause Water a Weeds centred on creek where weeds present in headwaters Neighbouring property n Weeds spread from neighbouring property
Measures to control the causes of weed invasion are discussed in detail in Section 361 Management of Causes of Weed Invasion 243 Weed Management Zones Weed management zones are based on site resilience position in the landscape weeds present causes of weed invasion and treatment requirements Zone 1 includes areas mapped with moderate
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 30 Patons Lane Resource Recovery Centre Orchard Hills
resilience and Zone 2 includes areas of low resilience The remainder of the site is Zone 3 has no resilience and will be highly modified over the course of the project It will be subject to rehabilitation into the future including pasture grasses and some native vegetation The Weed Management Zones are shown on the attached plans PL201709A and PL201710A dated 10 January 2017 In general terms Zone 1 represents the restoration and expansion of the Blaxland Creek Riparian corridor River Flat Eucalyptus Forest Zone 2 represents the establishment and expansion of the Cumberland Plain Woodland and its consolidation as a buffer to the neighbouring EEC Zone 3 is primarily the vast proportion of the site Zone 3 has been severely impacted and will continue to be severely impacted Ultimately it will be returned to domestic grazing land with pockets of native vegetation in a staged process as quarry and filling works are completed 244 Weeds The following Table 3 lists the weeds known or likely to occur on the site Field surveys by Geoff Cunningham and Huon Designs have corroborated this information Much of the site (about 55) is water bare soil hardstand roads and bare stockpiles This is unlikely to change significantly until Site Establishment is complete and site rehabilitation occurs Primarily this will involve the reshaping and stabilization of the new bund walls It will also include rehabilitation of the boundary areas and the vicinity of Blaxland Creek The distribution and density of the weeds present on site have been expressed as a percentage in the table below to give some indication of the problems they entail and as a baseline indicator of how successful future management techniques are
Table 3 Weeds on site at time of inspection Botanial Name Common Name Classification Method of dispersalspread Estimate
of Site Cover
Ageratina adenophora Crofton Weed Perennial Herb SeedWindWater 2 Andropogon virginicus Whiskey Grass Perennial Grass SeedWindWater 2 Araujia hortorum Moth Vine Perennial Vine SeedWind 1 Chloris gayana Rhodes Grass Perennial Grass SeedWindWater 2 Chloris virgata Rhodes Grass Perennial Grass SeedWindWater 2 Conyza bonariensis Fleabane Perennial Herb SeedWindWater 2 Cynodon dactylon Couch Grass Perennial Grass Underground Stolons 5 Dittrichia graveolens Stinkwort Perennial Herb SeedWindBirdWater 1 Echinopogon ovatus Forest Hedgehog Grass Perennial Grass SeedWindWater 1 Eragrostis curvula African Lovegrass Perennial Grass SeedWindWater 2 Genista monspessulana Montpellier Broom Woody SeedBirdWater 2 Hypochaeris radicata Flatweed Perennial Herb SeedWindWater 1 Lantana camara Lantana Woody SeedBirdWater 1 Lycium ferrocissum African Boxthorn Woody SeedBirdWater 2 Onopordum acanthium Scotch Thistle Perennial Herb SeedWind 1 Paspalum dilatatum Paspalum Perennial Grass SeedWind Water 2 Pennisetum clandestinum Kikuyu Perennial Grass StolonsImported soilWater 5 Phytolacca octandra Inkweed Perennial Herb SeedBirdWaterTubers 1 Ricinus communis Castor Oil Plant Perennial Herb SeedBirdTubers 1 Senecio madagascariensis Fireweed Perennial Herb SeedWindWater 1 Setaria pumila Pale Pigeon Grass Perennial Grass SeedWindWater 2 Sida rhombifolia Paddyrsquos Lucerne Woody SeedWater 1 Solanum sisymbrifolium Sticky Nightshade Perennial Herd SeedBirdWater 1 Solanum mauritianum Wild Tobacco Small Tree SeedBirdWater 1 Sporobolus africanus Parramatta Grass Perennial Grass SeedWindWater 2 Verbena bonariensis Wild Stattice Perennial Herb SeedWindWater 1
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 31 Patons Lane Resource Recovery Centre Orchard Hills
30 SITE MANAGEMENT All Site ResilienceWeed Management Zones are mapped on Huon Designs Drawing Nos PL201709A and PL201710A The location shape and final finish of the bund walls dams and bioswales are as designed by GHD Group Pty Ltd and as shown on Drawing nos SK010 and SK024 The site management techniques contained within this report are based on these landforms and refer to the above Huon Design Plans Huon Designs will act as the Project Manager on behalf of SRC Properties Pty Ltd (SRC) owners of the facility in order to implement this Plan 31 Zone 1 Conserve areas of moderate resilience - Riparian Zone The areas mapped with moderate resilience are to be allowed to regenerate Additional management techniques are detailed in Section 37 Site Establishment Actions to take should include but are not to be limited to the following Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Restrict vehicle and contractor access to existing tracks and designated construction zone
only (refer to section 351 Protective Fencing) Exclude domestic stock Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy) Identify and treat encroaching weed species by using best practice Bush Regeneration
techniques (refer to section 36 Weed Management Strategy) Monitor areas for future weed encroachment by regular (weekly) inspections and adapt work
program to suit new threats Revegetate Zone 1 with native tubestock of local provenance as per Table 5 Revegetation
Species List (River Flat Eucalyptus Forest) and Drawing No PL201709A Monitor for herbivore activity (scats digging damaged vegetation) and protect regenerating
native species and revegetated areas with protective fencing or plant guards as required (refer to section 355 Vegetation Fencing) and
Monitor to identify areas requiring replacement andor additional revegetation
32 Zone 2 Restore and rehabilitate areas of low resilience - Property Boundaries The priority of working areas of low resilience will be dependent upon their location in respect to moderate resilient areas and the potential of the low resilient areas to affect the surrounding areas These areas of low resilience must not become the source of weed encroachment into other zones Treatment is aimed at suppressing weed growth and stabilizing disturbed soil Weeds must not be allowed to seed and spread Clearly the areas to the northwest west and southwest of the site are the areas of particular importance as the Plan strives to establish and protect the two EECs that are present here Boundary areas to the north east and south east are less of a priority as they will have less impact on the EECs Additional management techniques are detailed in Section 37 Site Establishment Actions to take should include but are not to be limited to the following
Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Vehicle and contractor access kept to existing tracks and designated construction zone (refer
to section 351 Protective Fencing) Exclude domestic stock Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy)
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 32 Patons Lane Resource Recovery Centre Orchard Hills
Identify and treat weed species using best practice Bush Regeneration techniques (refer to section 36 Weed Management Strategy)
Monitor areas for future weed encroachment by regular (weekly) inspections and adapt work program to suit new threats
Revegetate Zone 2 with native tubestock of local provenance as per Table 5 Revegetation Species List (Cumberland Plain Woodland) and areas shown on Drawing No PL201709A
Monitor for herbivore activity (scats digging damaged vegetation) and protect regenerating native species and revegetated areas with protective fencing or plant guards as required (refer to section 355 Vegetation Fencing) and
Monitor to identify areas requiring replacement andor additional revegetation
33 Zone 3 Maintain and control weeds in grazingquarry areas of no resilience The priority of working areas of no resilience will be dependent upon their location in respect to medium and low resilient areas and their potential to affect the surrounding areas These areas of no resilience must not become the source of weed encroachment into other zones Treatment is aimed at suppressing weed growth and stabilizing disturbed soil Weeds must not be allowed to seed and spread Actions to take should include but are not to be limited to the following Control water flow to minimize erosion and the spread of weed species (refer to section 34
Erosion Strategy) Vehicle and contractor access kept to existing tracks and designated construction zone (refer
to section 351 Protective Fencing) Close unnecessary tracks Facilitate appropriate fencing requirements (refer to section 35 Fencing Strategy) Identify and treat weed species using best practice Bush Regeneration techniques (refer to
section 36 Weed Management Strategy) Monitor areas for future weed encroachment by regular (monthly) inspections and adapt work
program to suit new threats Revegetation and native screen planting with native tubestock of local provenance as per
Table 5 Revegetation Species List (Cumberland Plain Woodland) and areas shown on Drawing No PL201709A and Drawing No PL201710A and
Maintain pasture grasses and reseed non-invasive grasses as required It is required that the landowner engage a qualified Bush Regeneration company to provide assistance and guidance in these works to successfully restore and protect the natural bushland communities associated with the site
34 Erosion Strategy The comments in this report are intended to support and compliment the Soil Water and Leachate Management Plan (SWampLMP) prepared by GHD Group Pty Ltd Besides managing erosion the control of surface water is integral to controlling leachate generation and the potential for leachate to impact on adjoining EECs Overland flow across areas of disturbed soilvegetation and general storm water runoff on the site has caused soil erosion Erosion has also occurred down the roadways and along open gutter swales beside roads stockpiles and bunds Construction activities (vehicles access services stockpiles and building activities) can also create erosion problems and must be controlled by appropriate protective fencing sediment fencing (refer to section 35 Fencing Strategy) and designated access tracks The number of access tracks should be minimized and clearly defined
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 33 Patons Lane Resource Recovery Centre Orchard Hills
Fortunately the site currently is well contained and most erosion runoff ends up in existing dams This is not a long-term solution as the site is developed A number of other problems will occur if soils are lost and storm water is not managed properly The SWampLMP addresses these issues and still relies on a series of dams and bioswales to clean the water prior to discharge off the site Erosion can aid the spread and establishment of weeds It can also hinder the growth and establishment of the native plant communities The strategies used to control erosion work closely and concurrently with those used to enhance native plant communities They will prevent weed encroachment and help with the establishment of native vegetation cover To mitigate the effects of soil erosion (including the current situation of the dams acting as silt traps) targeted water management techniques are to be incorporated into site works The aim is to reduce water velocity disperse water to enable greater absorption into the soil and re-establish native vegetation as outlined in sections 341 342 and 343 below 341 Overland water flow across disturbed bushland areas and cleared areas Mulching Hydromulching of bunds and long term stockpiles with non-invasive pasture grasses and
natives Strategic placement of rocks and logs (rocks taken from siteexcavation works and logs from
weed treesshrubs to be removed) Revegetation with native tubestock of local provenance (refer to Table 5 and section 355
Vegetation Fencing) Natural regeneration to be encouraged using bushland regeneration techniques
342 Storm water runoff along bioswales and dam overflows Install small rock check dams at regular intervals along swales to allow silt to drop out Install large rocks as armouring and energy dissipation to protect banks and to avoid scouring
in spillways dam overflows and Blaxland Creek (refer to Blue Book and Department of Primary Industries guidelines)
Stabilize and revegetate channels dam wall spillways and overflow with native tube stock of local provenance (refer to Table 5 and section 355 Vegetation Fencing) and
Natural regeneration to be encouraged using bushland regeneration techniques 343 Storm water runoff down roadways and drainage swales Install small rock check dams at regular intervals along swales to allow silt to drop out (using
rock from site construction activities not bushland areas) Along straight steep grades build a crowned road profile to shed water to the gutter swales Install a number of grade reversals along the steeper sections of the road in the form of a
ldquospeed bumprdquo to interrupt the water flow and direct it into the swales It is required that the landowner engage a qualified Bush Regeneration company to provide assistance and guidance in these works to successfully control erosion and the impacts of storm water 35 Fencing Strategy The purpose of the fencing strategy is limit the amount of site soils disturbed by construction activities to control erosion through the use of silt fences and to protect rehabilitated areas from unintentional damage caused by vehicles livestock feral animals site works or other human activities The fencing is to be installed as noted on Sections AA BB and CC of Drawing No
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 34 Patons Lane Resource Recovery Centre Orchard Hills
PL201709A and Sections AA of Drawing No PL201710A Exclusion zone fencing and extent of tree protection will be undertaken on site in conjunction with a representative of Huon Designs in attendance andor the Bush Regeneration company 351 Protective Fencing ndash Exclusion and site delineation Protective fencing will be required on site during site establishment and project operation to delineate the construction site from the NO GO ZONES This will protect native areas and areas undergoing rehabilitation from construction activities It will ensure the construction footprint is kept to a minimum including the movement of vehicles and machinery the delivery and storage of materials installation of services and the disposal of site excavated materials NO GO ZONES are areas excluded from any construction activities stockpiles or storage Protective fencing between construction site and NO GO ZONES will be a mixture of temporary and long term measures For long term protection the following measures shall be employed 1200mm high star pickets at maximum 25 metre spacing four strands of (12 gauge) wire 900mm high silt fencing may be attached if required and
Temporary measures shall include Flagging and bunting suspended on star pickets similar to systems used on RMS projects Signposting and notices
Location is shown in the site sections on Drawing No PL201709A and Drawing No PL201710A
352 Erosion and Sediment Fencing Sediment and erosion control fences to be located as per site sections on Drawing No PL201709A and Drawing No PL201710A They are to be installed and maintained in accordance with ldquoManaging Urban Stormwater ndash Landcom (March 2004)rdquo to protect the site from construction activities Industry standard silt barrier (900mm high minimum and 150mm minimum buried depth) is to be installed to the downhill side of all disturbed areas to all boundary fences as required to any intermediate fences and as required to all NO GO ZONE protective fencing constructed as detailed above The silt fencing will also aid in the control of feral animals and the spread of weeds For this particular reason it will be incorporated wherever possible to maximize the effectiveness of all the site fences permanent and temporary 353 Vegetation Fencing Additional fencing may be required to protect areas of regeneration andor revegetation from domestic or feral animal damage This is to be determined following monitoring of site for scats digging andor vegetation damage Fencing type to be appropriate for identified herbivore Generally the attachment of 900mm silt fencing to Protective Fencing as outlined above will be appropriate This will also help to control the dispersion of weeds into the revegetation zones 36 Weed Management Strategy The Weed Management Strategy is to address the site resilience and cause of disturbance across the site Consideration is given to the abiotic and biotic components with the goal of restoring and
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 35 Patons Lane Resource Recovery Centre Orchard Hills
preserving the natural ecological communities To achieve the goal the strategy is to prevent further weed invasion remove existing weeds suppress weed species with natural regeneration and revegetate areas of poor resilience with species of local provenance 361 Management of Causes of Weed Invasion In order to prevent further weed invasion the causes need to be addressed as detailed in Table 4 below The causes have been identified in 242 Causes of Weed invasion and Table 3
Table 4 Addressing causes of weed invasion Cause Code Mitigation Physical disturbance of soil
s No further soil disturbance is to occur outside the designated construction zones All access and tracks are to be limited controlled and clearly defined Carry out best practice bush regeneration techniques and timing Use erosion controls and fencing
Imported soil f No imported soil to enter rehabilitated areas of site or be used on areas for revegetation until it has been stockpiled and assessed for weed species Any identified imported soil with weed propagules and seeds are to be used elsewhere and out of permanent revegetation zones where possible
Dumped garden refuse
d Remove and exclude any garden refuse to prevent spread of exotic plant species Avoid the increase of nutrient levels which will encourage further weed growth
Physical disturbance of vegetation
v No further disturbance of existing native vegetation is to occur Existing and restored vegetation to be protected from activities associated with the Resource Recovery Centre (its site establishment and operation) by limited and controlled access and the use of exclusion fencing Implement best practice bush regeneration techniques Implement erosionstormwater controls and siltexclusion fencing
Impacts from storm water
r Erosion control (34 Erosion strategy)
Weed dispersal owa Strategically timed weed removal to prevent additional weed incursions andor weed seed production remove and dispose of properly any weed vegetative propagules monitor for outbreaks
Neighbouring property
n Address any source of weeds from neighbourrsquos property with neighbourrsquos cooperation to prevent ongoing incursion and therefore management Silt fencing or barriers may be incorporated if neighbour is non-compliant to offering assistance
362 Management of Weed Removal and Encouragement of Natural Regeneration The concept of restoring bushland after it has been adversely impacted is to embark upon long-term strategies to suppress weeds and encourage the natural resilience of the native bushland to recover and thrive The current weed species present (see Table 3 Weed Species) are established and will spread rapidly if not treated Their management and control is to be undertaken according with this plan and in consultation with a qualified bush regeneration company Continual monitoring of the site and regular inspections will allow an adaptive approach to be implemented From these observations it is possible to plan work practices according to the changing conditions Treatment of weeds is to be undertaken with best practice Bush Regeneration techniques aimed at minimal use of herbicides encouragement of natural regrowth the use of non-invasive grass species and the prevention of weed seed or spread Weed management work zones are outlined in Sections 31 32 and 33 above and identified on the plans Drawing No PL201709A and Drawing No PL201710A
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 36 Patons Lane Resource Recovery Centre Orchard Hills
Annual and perennial weed species and grasses are opportunistic to areas of disturbance and areas of increased light water and nutrient flows They can be prolific seeders and can spread rapidly Timing of annual and perennial weed species treatment is to be aimed at the prevention of seed formation This will reduce the density and spread of weeds and therefore reduce levels of ongoing treatment requirements Treatment will require a combination of the following hand removal including underground reproductive structures (see Table 3 Weed Species) de-seeding (if flowering and seeding has occurred) large infestations may require herbicide application as recommended on herbicide label
(spraying an annual in flower will not prevent or kill seed) soil andor leaf litter translocation and creation of canopy and competition through native regeneration and revegetation
Woody weed treatment (including for African Boxthorn) will require a combination of the following hand removal cut and paint scrape and paint and foliar spray herbicide application (not the preferred option)
Any reproductive propagules flowers and seeds are to be disposed of in an appropriate manner that they will not be able to thrive and spread Undisturbed soil and untouched bushland is an invaluable resource and will be retained and protected as it requires little or no input to manage By allowing minimal site disturbance in Zones 1 and 2 the success and ease of implementing the management plan will be greatly enhanced Refer to the section below for guidance on the use of soil translocation This technique can be very successful in smothering weeds It also is good for establishing a topsoil layer with a good native seed bank and high potential for natural regeneration 37 Site Establishment ndash Rehabilitation and Landscaping Plan Table 1A at Schedule 4 condition 40(d) notes that rehabilitation and landscaping is to be implemented in accordance with Figure 10 (Figure 222 (Final Landform) of the FMPPR) Additionally Figure 11 ( figure 222 in the FMPPR - Rehabilitation Status following site establishment) also needs to needs to be considered in implementing the approved design specification as do other sections of the FMPPR For clarities sake the high level design requirements contained in the approval documents relating to bund wall and landscaping issues relevant to this plan (noted in Table 1A) are summarised below and have been incorporated into Drawing No PL201710A Relevant excepts of these documents are attached as an Appendix to this report Figure 7
This figure shows the anticipated progression of cell rehabilitation noted as Stage 0 in the FMPPR Note this equates approximately to Stage 1 works and activities as defined by the DPampE in Section 1
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 37 Patons Lane Resource Recovery Centre Orchard Hills
Figure 6 This table sets out the indicative emplacement and cell rehabilitation staging which shows that based on maximum permitted inputs the excavation of Cell 1 is likely to be completed in approximately year 5 Accordingly allowing for market fluctuations the Proponent estimates that the completion of the excavation of Cell 1 will take 5 ndash 7 years In addition the capping of Cells 1 A and 1B will be interim capping and rehabilitation only to allow for settlement prior to final capping
FMPPR Section 23 Site Establishment This Section of the FMPPR sets out the constructionshaping of the final rehabilitated landform along the northern and eastern sides of the property together with the northern eastern and south eastern bunds as shown in Figure 3 of this report
Section 29 Bund Wall Management Further details are provided of the bund wall design ndash as shown in Figure 8 Additionally this section states ldquoan important component of the management of the northern and eastern faces would be the early completion and landscaping of both faces such that no further earthmoving activities are necessary after the site establishment phase Only maintenance of the landscaping would be required beyond the site establishment phaserdquo These works will be undertaken as a priority during Site Establishment Figures 8 and 9 provide high level designs for the norther and eastern bunds The Site Establishment Noise Management Plan (SENMP) includes additional details in relation to implementing these works and complying with noise criteria for the project
Figure 8 This figure sets out the rehabilitation works specifically required during Site Establishment These works are incorporated into this Plan
Figure 11 This figure sets out the Final landform upon completion of landfilling and capping works on site after 25 years As this Plan covers Stage 1 which is 5-7 years which means that much of Figure 8 is not relevant for this Plan However the detailed landform plans developed are based on this figure and are generally consistent with the project approval
Appendix 3 ndash Visual Assessment Modified Preferred Project Report This report contains the landscaping specifications for Site Establishment activities including layouts and planting specifications that were used to develop Figure 221 in the FMPPR (Figures 10 12 and 13 in this report)
All these Plans and tables are set out below for ease of reference Additionally the Site Establishment Noise Management Plan sets out methodologies for the deconstruction of the bund walls and the details requirements for the use of noise control barriers
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 38 Patons Lane Resource Recovery Centre Orchard Hills
Figure 6
As outlined in Sections 31 32 and 33 above the conservation restoration and maintenance of the site will require an ongoing adaptive and multi-pronged management system
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 39 Patons Lane Resource Recovery Centre Orchard Hills
Figure 7
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 40 Patons Lane Resource Recovery Centre Orchard Hills
Figure 8
Figure 9
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 41 Patons Lane Resource Recovery Centre Orchard Hills
Revegetation planting is to occur as indicated on the attached plan Drawing No PL201709A particularly around dams along the boundaries in bioswales on the bund walls and in the Blaxland Creek Riparian Zone This will supplement natural regeneration and provide enhanced competition against encroaching weed species Clumped planting along drainage swales to be undertaken to stabilize disturbed areas prone to erosion During the site establishment construction works it is essential to minimize the disturbance of site soils The only areas where the site soil will be disturbed is to build new dams construct spillways desilt existing dams stabilize creek banks construct access tracks and form up bioswales Site topsoils are valuable for the rehabilitation works particularly if they contain a healthy seed bank of native species Its preservation aids the ability of the site to be rehabilitated through natural regeneration To benefit from these soils it is proposed to reuse it by translocating the top 100-200mm of topsoil prior to any earthworks progressing To maintain the viability of the seed bank it cannot be stockpiled and must be respread in a 100-200mm layer Translocating soil will greatly assist the rehabilitation of the site Initially the first topsoil stripped from a work area can be spread in a temporary location where it will not be disturbed Once a reasonable section of earthworks are completed this topsoil (or topsoil stripped from current work areas) can then be directly respread to restore disturbed areas such as bioswales dam walls edges of access tracks stockpile sites and new bund walls It is preferable to move the soil in one operation if possible as it is more efficient and effective This is easily achieved by progressing the work in such a fashion that as works progress forward topsoil is stripped and carried back to be spread on areas behind the work face that need restoration Applying the bush regeneration and revegetation techniques (including soil relocation) to the northwest west and southwest boundaries will establish and protect the EECs present as detailed later in this section This will help to reduce ongoing maintenance assist erosion control on disturbed ground and establish increased levels of natural bushland The same techniques to the southern and eastern boundaries will expand and establish a good strip of native vegetation also reflecting the Cumberland Plain Woodland Community once common to the area All plants will be sourced from locally endemic seed stock according to the species list for each plant community All plants to be supplied as forestry tubes hiko tubes or viro cells for some species and ground covers The species list of each plant community is attached in Table 5 The location of tree planting will occur to ensure they maximize site screening and add variety to the uniformity of the landform All revegetation works fall within two Plant Communities and the plants will be selected as per Table 5 Revegetation Species List The communities are CumberlandPlainWoodlandCommunity RiverFlatEucalyptusForestCommunity
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 42 Patons Lane Resource Recovery Centre Orchard Hills
Figure10
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 43 Patons Lane Resource Recovery Centre Orchard Hills
Figure 11
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 44 Patons Lane Resource Recovery Centre Orchard Hills
Figure 12
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 45 Patons Lane Resource Recovery Centre Orchard Hills
The planting density will vary and is to be determined on site according to levels of disturbance erosion and natural regeneration Five plants per square metre are considered a minimum whether through natural regeneration or revegetation work The aim is to establish a minimum planting density of five native species per square metre (5m2) A variety of strata levels is to be achieved that includes trees shrubs and ground covers The planting matrix as depicted in Richard Lambs Report forms the basis of the rehabilitation and revegetation works as shown in Figure 13 below Plant protection is to be installed if required following monitoring inspections Protection can be either fencing (refer to 353Vegetation Fencing) or individual plant protectors ldquoTerracottumrdquo crystals will be mixed into the site soils to minimize maintenance increase growth rates and reduce plant losses To ensure the standard of 90 survival rate revegetated areas are to undergo regular maintenance of watering weeding replacement of dead or dying plants and adjustment of rabbit bags or protective fencing where necessary At the completion of site establishment works the landform will be rehabilitated primarily with native riparian and woodland planting Planting of temporary bunds with grasses for stabilization and woodland species for screening will also have been completed Planting of grasses to stabilize bund walls and other disturbed areas will be undertaken using appropriate hydromulching techniques These are outlined in Section 381 below Figure 13 Native Plant Revegetation Planting Matrix (source Richard Lamb and Associates)
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 46 Patons Lane Resource Recovery Centre Orchard Hills
Table 5 Revegetation Species List
Cumberland Plain Woodland Community River Flat Eucalyptus Forest Community Botanical Name Common Name Botanical Name Common Name Trees TreesAcacia parramattensis subsp parramattensis
Parramatta Green Wattle Acacia parramattensis subsp parramattensis
Parramatta Green Wattle
Acacia decurrens Sydney Green Wattle Angophora floribunda Rough-barked Apple Corymbia maculata Spotted Gum Casuarina glauca Swamp She-Oak Eucalyptus moluccana Grey Box Eucalyptus tereticornis Forest Red Gum Eucalyptus euginioides Thin-leaved Stringybark Eucalyptus amplifolia Cabbage Gum Eucalyptus crebra Narrow-leaf Ironbark Eucalyptus moluccana Grey Box Eucalyptus tereticornis Forest Red Gum Melaleuca decora White Feather Honeymyrtle Exocarpos cupressiformis Cherry ballart Melaleuca linarifolia Snow-in-summer Melaleuca linearifolia Tea-tree Low Trees and Shrubs Low Trees and ShrubsAcacia falcata Silver Leafed Wattle Acacia implexa Black Wattle Acacia implexa Black Wattle Bursaria spinosa Blackthorn Acacia elongata Wattle Grevillea juniperina Grevillea Astroloma humifusum Cranberry Heath Melaleuca thymifolia Thyme Honey-myrtle Bossiaea prostrata Bossiaea Solanum prinophyllum Forest Nightshade Breynia oblongifolia Breynia Bursaria spinosa Blackthorn Ground LayersChloris truncata Windmill Grass Altemathera denticulata Lesser Joyweed Daviesia ulicifolia Gorse Bitter Pea Carex appressa + Tall sedge Dillwynia sieberi Prickly Parrot Pea Glycine sp GlycineClimbing Pea Dodonaea viscose Wedge-Leaf Hop Bush Persicaria decipiens Spotted Knotweed Indigofera australis Australian Indigo Entolasia stricta Entolasia Lissanthe strigosa Native Cranberry Juncus usitatus + Common Rush Melaleuca nodosa Tea-tree Themeda australis Kangaroo Grass Melaleuca styphelioides Prickly-leaved Tea-tree Microlaena stipoides Weeping Rice Grass Pultenaea mycrophylla Bush Pea Pratia purpurascens White Root Solanum prinophyllum Forest Nightshade Lomandra longifolia + LomandraMat Rush Lomandra multiflora LomandraMat Rush Ground Layers Aristida vagans WireSpear Grass Austrodanthonia racemosa
Wallaby Grass
Brunoniella australis + Blue Trumpets Desmodium varians Slender Tick-trefoil Dichondra repens Kidney Weed Dianella revolute + Blue Flax Lily Dichelachne micrantha Short-haired Plume Grass Dodonaea viscose Hop Bush Einadia nutans Climbing Saltbush Entolasia stricta Entolasia Glycine sp GlycineClimbing Pea Ponds Dams and Bioswales Lomandra filiformis + LomandraWattle Mat Rush Cyperus sp + Themeda australis Kangaroo grass Juncus sp + Rush Wahlenbergia gracilis Native Bluebell Typha sp + Cumbungi Indicates plants suitable for use as canopy screen planting in revegetation areas of bund walls Indicates plants already represented on the site + Indicates plants suitable for planting in ponds dams and bioswales
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Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 47 Patons Lane Resource Recovery Centre Orchard Hills
Note All plants to be indigenous species propagated from local provenant seed An allocation has been included in the budget for collecting seed and propogating plants The proposed rehabilitation works are important for the protection enhancement and restoration of the Endangered Ecological Communities (EECs) located on the site and adjacent to the site The boundary planting of Cumberland Plain Woodland achieves four main objectives Expands the size of the current adjacent community Protects the current community by providing a buffer Increases connectivity Re-establishes the original community and habitat that was once in the area
The revegetation and rehabilitation of the River Flat Eucalyptus Forest achieves the same four main objectives Expands the size of the current on site and adjacent community Protects the current community by providing an expanded buffer Increases connectivity to other communities Re-establishes the original community and habitat that was once in the area
38 Stage 1 Landform Rehabilitation and Landscaping Plan Rehabilitation of completed areas is to occur as indicated on the attached plan Drawing No PL201710A particularly on bund walls surrounding Cell 1 and in areas of Cell 1 that have been filled capped and final landform achieved The works should be carried out as quickly as possible and will include expansion of the already completed Cumberland Plain Woodland plantings installed during site establishment It will primarily include vast areas of pasturelandgrassland implemented through hydromulching techniques as detailed below It is noted that prior to final capping and rehabilitation of the site finished stages of each cell may be subject to static stockpile loadings The purpose of this is to limit the amount of unnecessary movement of cover materials reduce double handling and most importantly to limit the amount of future post closure settlement that may occur The site sections depicting this process are shown on drawing no PL201710A The purpose of the timely rehabilitation works is to provide competition against encroaching weed species and therefore reduce ongoing maintenance of existing revegetated areas It will also assist erosion control on disturbed ground and provide stable vegetation cover to the final landform At the completion of staged site rehabilitation the final landform will revegetated primarily by pasture grasses and woodland planting Planting of temporary or modified bunds with grasses for stabilization and woodland species for screening will continue to be undertaken As these works enter their maintenance phases the appropriate protective fencing and silt fencing will be adjusted where existing and installed into new locations Maintenance and monitoring will commence on newly completed areas Initially the maintenance will be quite high but as these areas become established and more mature the weight of the work will progressively shift into the newer areas of rehabilitation (See Section 4 Maintenance Monitoring and Key Performance Indicators) The entire boundary areas of the site are completed in the initial Site Establishment stage The remainder of the site is progressively rehabilitated as the landfill cells are filled capped and completed and will take place over about 25 years The vast majority of this work is the
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 48 Patons Lane Resource Recovery Centre Orchard Hills
establishment of pasturegrassland as outlined above with some further pockets of woodland planting As feasible sections of the site are completed they will be rehabilitated in this progressive manner and maintenance commenced This will continue in regular stages until the Final Landform and Landscaping is achieved as outlined in Figure 11 (Figure 222 of the Further Modified Preferred Project Report) This is shown in greater detail and with minor modifications in Huon Designs plan number PL201711A Final Landform and Landscaping dated 10 January 2017 The key changes are increased areas of native vegetation modified dam layouts and more variety in the grades of the landform All these are intended to achieve a more natural looking landscape It is possible that the final configuration of woodland planting dams and gradients may alter slightly as the project progresses in order to achieve improved environmental outcomes 381 Hydromulching Techniques Revegetation of grasses to areas of pasture will be undertaken using appropriate hydromulching techniques The same technique and seed mixture will be used to stabilize stockpiles and bund walls Although more expensive than other seed mixes it is a crucial aspect of this VMP This mixture will help to suppress the growth of weeds and reduce erosion without bringing more weeds onto the site In the medium and long term this will help to keep ongoing maintenance costs lower Native grass seeds will be sourced from locally endemic seed stock The seed mix below is based on current best practice industry standards but has been further enhanced through the increase in application rates Prior to hydromulch application the site soils are to be ripped to 200mm and finely cultivated to a depth of 100mm Once applied it will be necessary to perform establishment maintenance practices on the newly seeded areas until they are firmly stabilized This will require watering weed control over seeding erosion monitoring and finally mowingslashing andor whipper snipping
Table 6 Hydromulching Seed Mix List
Botanical Name Common Name of Seed Mix Kilogramshectare Native Grass Species Austrodanthonia racemosa
Wallaby Grass 10 5kgha
Dichelachne micrantha Short-haired plume grass 10 5kgha Microlaena stipoides Weeping Rice Grass 10 5kgha Themeda australis Kangaroo grass 10 5kgha Zoysia sp Nara grass 10 5kgha Non Native Cover CropsGrasses Bromus catharticus Prairie Grass 10 5kgha Festuca arundinacea Tall Fescue 10 5kgha Lolium perenne Perennial Ryegrass 30 15kgha Application products and fertiliser Organic fertiliser 200kgha Wood fibre mulch 2500kgha Tackifier binding agent 75litresha Water 20000litresha
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 49 Patons Lane Resource Recovery Centre Orchard Hills
39 Dust Management Strategies In respect of the landscaping and rehabilitation activities particular care will be paid to implementing dust management strategies which are summarized as follows Minimising areas to be disturbed as any one time Implementing hydromulching broad acre mulching or planting immediately following the
disturbance of the areas to be rehabilitated Stabilising temporary stockpiles with hydromulch or a proprietary surface binding agent to
mitigate any dust emissions Wetting disturbed areas with sprinklers and irrigation systems Postponingceasing the disturbance of any areas in adverse weather conditions ie high winds ndash
particularly where the wind direction may result in adverse impacts on neighbours Stabilisingwetting of temporary access roads servicing rehabilitation activities
Additionally section 52 of the Air Quality Plan sets out additional dust mitigation measures as follows Site induction to include air quality management requirements to ensure awareness of potential
air quality impacts Activities are to be assessed during adverse weather conditions and modified as required (eg
cease activity where reasonable levels of dust cannot be maintained using the available means) Visual surveillance of dust plumes from all activity Haul roads and plant should be sited away from sensitive receptors where possible The site will have an acoustic bund which can act as a wind break to minimise on-site wind
erosion and Direct traffic to designated entrance and exit points The area of exposed surfaces should be kept to a minimum such as by shaping stockpiles in a
manner which reduces the exposed surface area or by covering exposed surfaces Exposed areas and stockpiles should be watered on a daily basis (or more frequently as required)
to keep moisture levels sufficient to minimise wind erosion Exposed areas should have barriers or coverings or should be temporarily rehabilitated if inactive
for periods of greater than three months Stockpiles should be located as far away from sensitive receptors as possible All material to be stored in designated storage bays to reduce exposed surface and wind flows
over material By scheduling material logistics the amount of stockpiled materials on-site can be minimised by
reducing their residence time by methods such as by receiving deliveries only when the amount of materials on-site is considered low or by focusing on delivery of materials to customers when there are high amounts of material on-site An appropriate storage amount should be used such that there would be no shortage of materials
Construction activities should be progressively staged The size of staging areas should be minimised by working on small areas and completing them before progressively proceeding to disturb another area
Completed sections will have commenced rehabilitation within three months and Ancillary vehicles should be kept off exposed areas to avoid potential disturbances of these areas When loading and unloading material the drop height of the material should be minimised the
front end loader should tip the bucket only when it is close to the ground the bed of the truck or the material pile being added to
Minimise spillage from loadingunloading and clean up any spillage immediately
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 50 Patons Lane Resource Recovery Centre Orchard Hills
Use of watering to ensure moisture content of material handling is sufficient to minimise dust generation and
During periods of high wind speeds (gt8ms) and winds blowing towards the sensitive receivers the material handling activities should be minimised or cease when excessive visible plumes of dust cannot be abated
Haul roads should be watered regularly using water carts such that the road surface has sufficient moisture to minimise on-road dust generation but not so much as to cause muddirt track out to occur
Roads that are heavily used or used for a long term and cannot be maintained in a low-dust state by watering should be sealed
Sealed haul roads should be cleaned regularly on a weekly basis or more frequently as required using a street sweeper or similar type of equipment When spillage occurs it should be cleaned as soon as possible
Vehicle traffic should be restricted to designated routes that can be managed by regular watering A speed limit of no more 40 kilometres per hour should be imposed on-site To minimise mud or dirt track out (eg during prolonged wet rainy periods) a wheel wash or
grids are to be installed and used near exit points Public streets should be cleaned regularly on a weekly basis or more frequently as required to
remove any dirt tracked onto sealed roads Vehicle loads should be secured and covered when transporting materials off-site The exposed
surface of dusty materials to be hauled may be watered if necessary Materials should be loaded onto vehicles in a uniform level manner and not be higher than the
highest part of the vehicle load compartment and The number of trips should be minimised by maximising the vehicle load but not overloading
40 MAINTENANCE MONITORING AND KEY PERFORMANCE INDICATORS Once the project commences weed management and maintenance of the existing and proposed vegetation becomes the most critical aspect of the Plan As the works progress over the 25 year life of the project the areas to maintain will increase significantly but established areas will gradually require less intense maintenance In effect the maintenance effort and costs will largely remain constant over the length of the project This will include 5 years of post closure maintenance As such an ongoing maintenance budget for 30 years is calculated as follows Say 40hrsweek for 52 weeksyear for a total of 30 years $45hour = 40 x 52 x 30 x 45 = $2808000 plus CPI or an average of $93000year The maintenance works will be guided at all times by the principles outlined in this Plan and according to best practice Bush Regeneration techniques For this reason it is necessary that the works be undertaken by an approved and qualified bush regeneration company The native plant communities that are created during the Site Establishment stage will largely maintain themselves once they are well watered and survived the first summer The majority of the maintenance work involves the management and control of weeds This work is to be carried out on an ongoing basis from the commencement of the project and according to the best practice Bush Regeneration techniques outlined specifically in Section 36 Weed Management Strategy All the management principals as outlined in Section 30 Site Management are to be part of this maintenance strategy including erosionstormwater controls fencing follow up seeding and
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Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 51 Patons Lane Resource Recovery Centre Orchard Hills
revegetation of native forest and woodlands Particular attention will be paid to identifying and addressing areas of post closure settlement Attention is drawn to the fact that it is proposed to place temporary stockpiles on completed sections of each cell in order to provide static loading and hence reduce the incidence of post closure settlement Where necessary filling topdressing and reseeding will be undertaken If it does occur it is likely to be in the pasturegrasslands of the site The site will be monitored on a regular basis and will include monthly and annual reporting Monthly reports will cover the following
Revegetation and fencing works undertaken (areas distance quantities and locations) Maintenance works undertaken (areas techniques herbicides used and locations) Significant incidents in terms of weather events impacts by RRC activities pests disease
feral animals Analyse and adjust works program to suit site conditions and progress
Annual reports will summarize the yearrsquos activities and performance as follows
Areas stabilized and revegetated Analysis of plant growth rates and survival rates Analysis of weed densities varieties and distribution Maintenance works undertaken and handover of stable areas as new areas come online Monitor and address any areas of settlement or areas where unwanted ponding occurs Reassess restoration works program and budget Make recommendations of what changes could be incorporated into the Plan to better achieve
the stated aims and objectives At the end of each year the works will be subject to independent audit as per consent conditions and application will be made for partial release of bond monies Those areas that are completed and signed off will enter the maintenance phase of the project They should be fenced off and access limited to maintenance staff Key Performance Indicators (KPIs) will be used to assess progress on the site and will include the following
Photo Monitoring Points (as located on Drawings PL201709A and PL201710A) Photo Monitoring Points will also include Commonwealth Land to the south and west of the
site and private land to the north and east of the site Analysis of plant growthsurvival rates through calculations of native plant densitysize Analysis of weed infestation and controls through calculations of weed densitysize and
weed speciesdistribution The values that the Plan is aiming for is as detailed in Table 7 below The existing situation is regarded as the baseline level In regards to native plants the datumbaseline level is currently 1m2 and 150mm high In regards to weeds the whole site is considered to be heavily infested by dense plumes of numerous species as indicated in Table 3 above As rehabilitation progresses further Photo Monitoring points will be added to assess newly completed areas
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 52 Patons Lane Resource Recovery Centre Orchard Hills
Table 7 Key Performance Indicators PERFORMANCE CRITERIA DURATIONTIME LEVEL REQUIRED Reduction in weeds on site (densitysize) Year 1 50 Year 2 60 Year 3 70 Year 4 80 Year 5 (ongoing) 90 Reduction in weeds on site (speciesdistribution) Year 1 10 Year 2 20 Year 3 30 Year 4 40 Year 5 (ongoing) 50 Increase in native plant density Year 1 200 Year 2 50 Year 3 10 Year 4 10 Year 5 (ongoing) 10 Increase in native plant size Year 1 100 Year 2 100 Year 3 100 Year 4 80 Year 5 60
50 RESTORATION WORKS PROGRAM Based on the current information for the operation of the Resource Recovery Centre the following program has been developed It will be subjected to regular modifications as the project is delivered and the annual reports are prepared and analysed
Table 8 Estimated Restoration Works Program TASK ITEM DURATIONTIME RESPONSIBILITY Stage 1 Site Establishment Works 12 MonthsWeek 1 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Mowslash boundary Zone 2 1 weekweek 2 Target and address erosionstormwater problems Ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 3-4 weeksweek 3 SRC and Huon Target and remove flowering spreading weeds in Zones 2 and 3
24 weeksweek 4 SRC and Huon
Revegetation works to Zone 2 (earthworks complete) 4 weeksweek 24 SRC and Huon Erectmodify exclusion and sediment fencing Zone 2 1 weekweek 24 SRC and Huon Revegetation works to Zone 3 (earthworks complete) 4 weeksweek 36 SRC and Huon Erectmodify exclusion and sediment fencing Zone 3 1 weekweek 36 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 53 Patons Lane Resource Recovery Centre Orchard Hills
TASK ITEM DURATIONTIME RESPONSIBILITY Stage 1a Site Establishment Works ndash Riparian Zone 12 MonthsWeek 1 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Target and address erosionstormwater problems ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 1 weeksweek 2 SRC and Huon Target remove flowering spreading weeds in Zone 1 3-4 weeksweek 3 SRC and Huon Revegetation works to Zone 1 (earthworks complete) 1-2 weeksweek 8 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
TASK ITEM DURATIONTIME RESPONSIBILITY Stage 2 Rehabilitation Phase (Stage 1 Cell 1) 12 MonthsYear 2-3 Appoint manager and bush regeneration team 1 weekweek 1 SRC Source and pre-order tubestock for revegetation ongoingweek 2 SRC and Huon Cultivate and prepare soils for rehabilitation progressivelyweek 2 SRC and Huon Target and address erosionstormwater problems ongoingweek 2 SRC and Huon Erect exclusion fencing and sediment fencing 1 weeksweek 3 SRC and Huon Revegetation works to Zone 3 (earthworks complete) 1-2 weeksweek 4 SRC and Huon Hydromulching to Zone 3 1 weekweek 5 SRC and Huon Ongoing maintenance and monitoring Ongoing SRC and Huon
TASK ITEM DURATIONTIME RESPONSIBILITY STAGE 3 On-going RehabilitationMaintenance and Monitoring Phase
25-30 YearsYear 2
Rehabilitation of sections of site as earthworks complete and as per Stage 2 above
Ongoing SRC and Huon
Ongoing maintenance and monitoring (All Zones) Ongoing SRC and Huon Monthly Reports Monthly SRC and Huon Annual Reports Annually SRC and Huon
As each new section of the site is completed capped and handed over for rehabilitation the program for its final rehabilitation sign off and closure will proceed as outlined above in Stage 2 Rehabilitation Phase Progressively this process will work through Stage 2 Cell 1 to Stage 6 Cell 1 and so on until completed for instance at Stage 6 Cell 3 60 RESTORATION WORKS BUDGET The restoration works budget has been prepared to give an accurate outline of the expected costs to implement the BWLampVMP It includes all costs up to and including 5 years post closure maintenance and monitoring As part of the monitoring process and annual reporting both the budget and the program will be assessed and modified as required All costs are based on current industry rates in 2017 dollar terms and will require the application of annual CPI increases for future budgets
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 54 Patons Lane Resource Recovery Centre Orchard Hills
Table 9 Restoration Works Budget
Estimated Quantity for Life of Project and Allocation (2017 dollars)
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
All Site setup
Inductions SWMS programs administration Item 8 $100000 $1000 $1000 $1000 $5000 $8000
Collect seeds and propagate
Collect and propagate locally endemic species Seedlings 120000 $050 $10000 $10000 $10000 $5000 $25000 $60000
Annual reporting
Prepare and present annual reports as per Plan
Yearly item 30 $50000 $500 $500 $500 $500 $500 $12500 $15000
Monthly reporting
Prepare and present monthly reports as per Plan
Monthly item 360 $10000 $1200 $1200 $1200 $1200 $1200 $30000 $36000 $119000
Yearly total $12700 $11700 $12700 $6700 $2700 $72500
1 Riparian Zone River Flat Eucalyptus Forest
Fencing
Supply and install stockexclusionsilt fencing metre 500 $2500 $10000 $1500 $1000 $12500
Bioswales
Shape swales and respread stripped topsoil metre 200 $3000 $5000 $1000 $6000
Access tracks
Strip topsoil shape and compact track with site gravel metre 150 $4000 $5000 $1000 $6000
Erosion controls - General
Supply and place jute stones boulders and coir logs metre 250 $4000 $3000 $2000 $5000 $10000
Erosion controls - Construction works Controlled Activity Approval Works
Desilting of Dam 2 installation of outlet structures including spillways and erosion protection of the dam discharge and other water flows to Blaxland Creek as per CAA Application Item 1 $7500000 $75000 $75000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 15000 $1000 $30000 $30000 $30000 $20000 $15000 $25000 $150000
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 55 Patons Lane Resource Recovery Centre Orchard Hills
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 12000 $1000 $40000 $40000 $20000 $2000 $1000 $17000 $120000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 15000 $1000 $30000 $30000 $30000 $20000 $10000 $30000 $150000 $529500
Yearly total $198000 $105500 $80000 $42000 $26000 $78000
2 Boundary Zone Cumberland Plain Woodland
Fencing
Supply and install stockexclusionsilt fencing metre 3600 $2500 $30000 $30000 $20000 $10000 $90000
Bioswales
Shape swales and respread stripped topsoil metre 4000 $3000 $40000 $40000 $20000 $20000 $120000
Access tracks
Strip topsoil shape and compact track with site gravel metre 2700 $3500 $40000 $40000 $10000 $90000
Erosion controls Supply and place jute stones and coir logs metre 2000 $2000 $20000 $10000 $10000 $40000
Slashing
Slash pastures and prepare for weed control revegetation
square metre 40000 $050 $10000 $5000 $1000 $500 $500 $3000 $20000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 40000 $1000 $50000 $50000 $50000 $40000 $30000 $180000 $400000
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 35000 $1000 $60000 $60000 $50000 $5000 $5000 $170000 $350000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 40000 $1000 $45000 $45000 $40000 $10000 $10000 $250000 $400000 $1510000
Yearly total $295000 $280000 $201000 $55500 $45500 $633000
3 QuarryLandfill Zone
Pasture land and screen planting
Fencing
Supply and install stockexclusionsilt fencing metre 3000 $2500 $20000 $20000 $10000 $25000 $75000
Bioswales
Shape swales and respread stripped topsoil metre 1000 $3000 $5000 $5000 $20000 $30000
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Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 56 Patons Lane Resource Recovery Centre Orchard Hills
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Access tracks (temporary)
Strip topsoil shape and compact temporary track with site material metre 3000 $2000 $10000 $10000 $10000 $30000 $60000
Erosion Controls Supply and place jute stones and coir logs metre 3000 $2000 $5000 $5000 $5000 $45000 $60000
Slashing
Slash pastures and prepare for weed control revegetation
square metre 530000 $050 $10000 $10000 $5000 $5000 $5000 $230000 $265000
Weed management
Implement VMP and target weed outbreaks and sources
square metre 530000 $100 $20000 $20000 $20000 $10000 $10000 $450000 $530000
Revegetation
Supply and install endemic tubestock to restoration areas
square metre 40000 $500 $30000 $30000 $20000 $20000 $20000 $100000 $220000
Zone Details Description Units Quantity Rate Year 1 Year 2 Year 3 Year 4 Year 5 Year 6-30 Total Zone
Totals
Hydromulching
Apply hydromulch to disturbed and completed landforms
square metre 530000 $200 $60000 $60000 $20000 $20000 $20000 $880000 $1060000
Maintenance and monitoring
Monitor and maintain weeds revegetation erosion and regrowth
square metre 530000 $200 $20000 $20000 $20000 $20000 $20000 $960000 $1060000 $3360000
Yearly total $180000 $180000 $95000 $90000 $75000 $2740000
TOTAL $685700 $577200 $388700 $194200 $149200 $3523500 $5518500 $5518500
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan 57 Patons Lane Resource Recovery Centre Orchard Hills
70 PLAN REVIEW AND MODIFICATION PROCEDURES As discussed previously in this plan the success of the entire rehabilitation process is dependent upon a number of unknown and dynamic natural processes taking place on the site The principles of bush regeneration recognize factors and must work with their impacts constantly in mind These natural processes include the following
Changing weather and soil conditions Varying rates of plant growth Uncertain seed banks Changing sources and causes of weed outbreaks Uncertain rates of natural regeneration
Short term and long term changes in any of these factors will affect the rehabilitation works being undertaken It is for this reason that the Plan presented here is an adaptive management plan This allows the scope of works to be adjusted and modified on a regular basis and as required The annual and monthly reports will monitor and identify any opportunities or constraints that may occur The regular reporting will then formulate the best work procedures to adopt and modify the plan to suit the site conditions This will enable prioritization of the budget and manpower to capitalize on any advantageous conditions and to control any threatening processes 80 SUMMARY AND CONCLUSION The current site is an environmentally degraded site The proposed Resource Recovery Centre has an opportunity to restore the entire site into a valuable and usable landscape that combines stock grazing with native bush land of high ecological significance and biodiversity It will help protect conserve and enhance a number of EECs and restore the rural setting of the site Implementation and on-going management of the site as proposed in this Bund Wall Landscaping and Vegetation Management Plan and the associated Rehabilitation Plan will achieve the required outcomes if it is implemented thoroughly and in a timely manner The Plan complies with all the relevant conditions of approval The Plan will exceed the environmental outcomes specified in the FMPPR and project approval The four key factors to be achieved by this Plan are detailed above and summarized below Control unnecessary further degradation during the site establishment and operation
phases by limiting the footprint created by the earthworks quarrying activities and the delivery of services on the site
Monitor and treat weed outbreaks with best practice bush regeneration techniques while encouraging native regeneration and undertaking revegetation
Restore the site to the natural mature landscape as quickly as possible Protect the two Ecologically Endangered Communities ndash Cumberland Plain Woodland
and River Flat Eucalyptus Forest
Rodney Cox AAILA
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Appendix 1
Site Establishment ndash Rehabilitation and Landscaping
Plan Drawing No PL201709A dated 10 January 2017
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Appendix 2
Landform and RehabilitationLandscaping Plan Drawing No PL 201710A dated 10 January 2017
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 1
Approval from DPampE to Stage Plan
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 2
Approval from DPampE for Huon Designs to undertake Plan
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 3
GHD Plans and Cross sections for Bund Reshaping and Related Works
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 4
Survey of Riparian Zone and DPI Water policies and guidelines
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 5
Report on EEC Impacts Project Approval Document Schedule 6 Condition 5 c
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 6
Reconciliation of the Requirements of Schedule 7 of the Project Approval
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Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 7
Response from Agencies
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Appendix 1
Site Establishment ndash Rehabilitation and Landscaping Plan Drawing No PL201709A dated 10 January 2017
Page 58 of 136
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Appendix 2
Landform and RehabilitationLandscaping Plan Drawing No PL 201710A dated 10 January 2017
Page 60 of 136
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Attachments 1
Approval from DPampE to Stage Plan
Page 62 of 136
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~-tk ---NSW GOVERNMENT
Planning amp Environment
Mr David White General Manager - Operations and Compliance Patons Lane RRC davidwhitepatonslanecomau
Dear Mr White
Contact Emma Barnet Phone 9228 6412 Email emmabarnetplanningnswgovau
Orchard Hills Waste and Resource Management Facility (MP 09_0074)
Thank you for your email of 8 February 2015 and letter of 5 May 2016 requesting the Secretarys approval for the staging of the submission of the Quarry Operation Management Plan (required by Condition 4 of Schedule 5) and engineering plans (required by Condition 6 of Schedule 3) in accordance with Condition 32 of Schedule 3 of the above Project Approval
The Department notes that Patons Lane RRC is seeking approval to submit the above plans in three distinct Stages as follows
1 Stage 1- which would cover the period to the end of the excavation of Cell 1 2 Stage 2 - which would cover the period to the end of the excavation of Cell 2 and 3 Stage 3 - which would cover the period to the end of the excavation of Cell 3
The Department has reviewed your request and approves the staging of the pre-site establishment management plans as above
If you have any enquires on this matter please contact Emma Barnet on 9228 6412 or emmabarnetplanningnswgovau
Yours sincerely
C auie_ C~ris Ritchie cf r 6 Director Industry Assessments As the delegate of the Secretarys
Department of Planning amp Environment 23-33 Bridge Street Sydney NSW 2000 I GPO Box 39 Sydney NSW 2001 I T 02 9228 6111 I F 02 9228 6455 I wwwplanningnswgovau Page 63 of 136
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 2
Approval from DPampE for Huon Designs to undertake Plan
Page 66 of 136
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Moumlbius p a r t n e r s ACN 605 342 550
MarketingEducationPlanningMediaCommunicationIssuesManagementStrategySustainabilityRecoveryRecyclingWasteDiversionTechnology
4 August 2015 Ms Carolyn McNally Secretary Department of Planning and Environment (DPampE) GPO Box 39 Sydney NSW 2001 Attention Mr Chris Ritchie Manager Industry by Email ChrisRitchieplanningnswgovau Re Orchard Hills Waste Project - Land amp Environment Court ndash Director Generals Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works Further to our letter of 27 April 2015 and conversations that your David Mooney has had with our Ben Haynes from Jensen Bowers since our meeting on 9 June 2015 we provide an amended schedule of consultants to address the issues raised by DPampE The changes to Table 1 (previously provided) have been highlighted in red for ease of reference These changes have been summarised below
1 Noise Expert assisting Lead Auditor ndash Richard Hayden of Acoustic Dynamics
We have replaced EMMGA with Richard Hayden of Acoustic Dynamics to assist the lead Auditor in addressing the noise issues relating to the audit Richardrsquos CV is also attached
2 Civil and Structural Engineers assessing capacity of Road Bridge on Luddenham Road - Taylor Thompson Whiting
We understand that DPampE had some concerns that the traffic engineer Craig Hazel did not have the technical expertise to undertake the investigations relating to the structural capacity of the Bridge on Luddenham Road south of the Mamre Road intersection We confirm that we propose to use TTW a very reputable firm of structural and civil consulting engineers to undertake this specialist task Details of this firm can be found at httpwwwttwcomau We note the Consent requirement for ldquoThe investigation must be carried out in consultation with Council and to the satisfaction of the Director Generalrdquo 3 Quarry Operation Management Plan ndash Greg Thompson of VGT
We propose Greg Thompson of VGT to undertake the preparation of the Quarry Operation Management Plan Greg has considerable experience in this field and was the preferred consultant for CSR Brickmaking who wish to extract the clay and shale resource
We note that no formal DPampE approval endorsement of the consultants undertaking this task was required by the Consent for this task We have however provided a CV as a courtesy
Page 68 of 136
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Re Director Generalrsquos Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works
Page 2 of 3
4 Asbestos and Contamination Management Plan (and CLM Act Audit Statement)
a Preparation of Asbestos and Contamination Plan - HIBBS amp ASSOCIATES PTY LTD Occupational Health amp Safety Consultants Environmental Management Consultants
We previously nominated SGA ndash KPMG for this role Hibbs and Associates have considerable experience with asbestos related issues and we believe that this firm is better suited to this particular task CVs for each of the staff members for this project including the principal Philip Hibbs are attached for DPampE review We disclose that Hibbs and Associates provided the previous owner with a quotation for hourly rates to undertake works on the site We confirm that no works were undertaken whatsoever and no payments we made to Hibbs and Assocaites in respect of this project by anyone Under these circumstances Hibbs and Associates meet the requirement of the Consent that they are independent We attach the only document relating to Hibbs and Associates which is a two page quotation
b Audit ndash Dr Ian Swane (Jacobs) We also wish to clarify that the Audit component of these works will be undertaken by Dr Ian Swane who is also an accredited EPA auditor Dr Swanersquos CV details have been provided previously
5 Establishment of Community Liaison Committee and Website Construction and Communications Plan ndash OFP Communications
These two tasks will be undertaken by Diana Forrester and Oliver Forrester of OFP Communications
We note that no formal DPampE approval endorsement of the consultants undertaking this task was required by the Consent for this task We have however provided a CV as a courtesy We also advise that the scope of works undertaken by OFP will include broader community consultation and liaison issues as we discussed during our last meeting on 9th June 2015 A CV for OFP is also attached confirming their experience with quarrying and waste related projects
We would appreciate your early response to our nominations
Yours sincerely
David White ndash Director Mobius Partners
Mobile 0434 560 022 Email davidwhiteraconsultingnetau
Page 69 of 136
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Re Director Generalrsquos Approval for Engagement of Consultants and Auditors for Pre-Site Establishment Works
Page 3 of 3
Attachments
Table 1 ndash Audit Tasks and Consent Conditions ndash cross referenced to nominated consultants ndash changes to original Table 1 highlighted in red CVs
1 Noise Expert assisting Lead Auditor ndash Richard Hayden of Acoustic Dynamics 2 Quarry Operation Management Plan ndash Greg Thompson of VGT 3 Preparation of Asbestos and Contamination Plan - HIBBS amp ASSOCIATES PTY LTD Occupational
Health amp Safety Consultants Environmental Management Consultants a CVs b Quotation Document
4 Establishment of Community Liaison Committee and Website Construction and Communications Plan ndash OFP Communications
Page 70 of 136
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TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
1 36 Detailed Engineering Plans
1A
Douglas Partners (geotechnicallandfill
engineeringleachate andgroundwater)
1A1 John Russell1A2 James Pitcher
1A3 Mike Nash1A4 Mike Thom
Inhouse NPER3 Engineer requiredNo formal DPampE approval endorsement of consultants
required by Consent for this task
Previously worked on project
1B
Not required
1C
Dr Ian Swane Jacobs (Geotechnicallandfill engineering leachate and
groundwater)
Table 1 Nomination of Consultants and Auditors 30 7 15 1 of 10Page 71 of 136
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Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
2 311 Pre Site Establishment Audit
2A
Not required see Column C
2B
Not required see Column C
2C1
Lead Auditor Trevor Brown Trevor Brownand Associates
Alternates
2C2 Ken Holmes KMH Environmental
2C3 Julie Dickson DECA
3 313 Surrender of Existing Consents
3A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
3B
Not required see Column C
3C
Not required done by Lead Auditor
4 315Obtaining Licences (EPL) and other
Approvals
4A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
4B
Not required see Column C
4C
Not required done by Lead Auditor
Table 1 Nomination of Consultants and Auditors 30 7 15 2 of 10Page 72 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
5 33 Dilapidation Report
5A
To be done by registered consultingengineer No formal DPampE approval
endorsement of consultantsrequired by Consent for this task
5B
Not required see Column C
5C
Lead Auditor assisted by Mark Tooker NPCConsulting (civil engineering)
6 47Asbestos and Contamination Management
Plan (and CLM Act Audit Statement)
6A
Consent condition requires thatindependent consultant be used for
these works
6B
Philip Hibbs and AssociatesAsbestos and Contamination
Management Plan
6B1 Philiip Hibbs6B2 Michael Fisher
6B3 Samantha OCallaghan6B4 Vanessa Bannatyne
6C1
Dr Ian Swane (asbestos and contaminatedland issues and audit)
7 416Air Quality and Greenhouse Gas
Management plan
7A
Aleks Todoroski Todoroski AirSciences (air quality and greenhouse
gas)
7B
Not required
7C
Iain Cowan ERM (air quality andgreenhouse gas)
Table 1 Nomination of Consultants and Auditors 30 7 15 3 of 10Page 73 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
8 42 Soil Water and Leachate Management Plan
8A1 (see 1A1 4)
James Pitcher John Russell MikeNash Mike Thom Douglas Partners
(Leachate and groundwater)
8A2
Craig Bagnall Niche EH (surfacewater soils)
8A3
Mark Wainwright BMT WBM(surface water soils)
All previously worked on project
8B
Not required
8C1 (see 1C)
Dr Ian Swane Jacobs (GeotechnicalLand ll engineering)
8C2 (see 52)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
Table 1 Nomination of Consultants and Auditors 30 7 15 4 of 10Page 74 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
9 426 Noise Management Plans
9A
John Wasserman and Brian ClarkeWilkinson Murray (Acoustic
Consultants) Previously worked onproject
9B
Not required
9C
Richard HaydenAcoustic Dynamics (PrincipalManaging
Director)
10 43Construction Traffic Management Plan and
Bridge Investigation
10A
No formal DPampE approval endorsement of consultants
required by Consent for this task
Craig Hazel Traffic Solutions Pty Ltd(Traffic Engineers) Previously
worked on project
Bridge Investigations beingundertaken by specialist structural
and civil engineering firm TTW(Taylor Thompson Whiting)
10B
Not required
10C
Tim Rogers andor Josh Hollis ColstonBudd Hunt amp Kafes Pty Ltd (Traffic
Engineers)
Table 1 Nomination of Consultants and Auditors 30 7 15 5 of 10Page 75 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
11 439 Landscaping at 202 Luddenham Rd
11A
No formal DPampE approval endorsement of consultants
required by Consent for this task
Huon Designs (Landscape Architectslandform design constructionrestora on and maintenance)
11A1 Rod Cox11A2 Robyn Cox
11B
Not required
11C
Alex Fraser Fraser Environmental(Statutory compliance environmental
rehabilitation natural resourcemanagement)
12 44Bund Wall Landscaping and Vegetation
Management Plan
12A (see 11A)
No formal DPampE approval endorsement of consultants
required by Consent for this task
Huon Designs (Landscape Architectslandform design constructionrestoration and maintenance)
12B
Not required
12C (see 11C)
Alex Fraser Fraser Ecological Consulting(Statutory compliance environmental
rehabilitation natural resourcemanagement)
Table 1 Nomination of Consultants and Auditors 30 7 15 6 of 10Page 76 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
13 443 Fire and Emergency Management Plan
13A
Planager Pty Ltd (Risk Assessmentand Emergency Planning)
13A1 Karin Nilsson13A2 Anne Lewis
13B
Not required
13C
Dean Shewring Pinnacle Risk Management(Risk Assessment and Emergency Planning)
14 445 Install Site Security
14A
To be done by Project ManagersNo formal DPampE approval endorsement of consultants
required by Consent for this task
14B
Not required
14C
Lead Auditor
15 446 Rehabilitation Plan
15A (see 11A)
Rod Cox and Robyn Cox HuonDesigns (Landscape Architectslandform design constructionrestoration and maintenance)
15B
Not required
15C (see 11C)
Alex Fraser Fraser Environmental(Statutory compliance environmental
rehabilitation natural resourcemanagement)
Table 1 Nomination of Consultants and Auditors 30 7 15 7 of 10Page 77 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
16 51Establishment of Community Liaison
Committee
16A
Diana ForresterOFP Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
16B
Not required
16C
Lead Auditor
17 54 Quarry Operations Management Plan
17A
Mr Greg ThompsonVGT Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
17B
Not required
17C
Phil Towler EMGA Mitchell McLennan(Environmental assessment amp
management)
Table 1 Nomination of Consultants and Auditors 30 7 15 8 of 10Page 78 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
18 55Landfill Environmental Management Plan
LEMP
18A1 (see 1A1 4)
John Russell Mike Nash Mike ThomDouglas Partners (Leachate and
groundwater)
18A1 (see 8A2 and 8A3)
Craig Bagnall Niche EH and MarkWainwright BMT WBM (surface
water soils)
All previously worked on project
18B
Not required
18C1 (see 1A)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
18C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
19 51Website Construction and Communications
Plan
19A
Diana ForresterOFP Consul ng
No formal DPampE approval endorsement of consultants
required by Consent for this task
19B
Not required
19C
Lead Auditor
Table 1 Nomination of Consultants and Auditors 30 7 15 9 of 10Page 79 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
TABLE 1 Audit Tasks and Consent Conditions ndash cross referenced to nominated consultantsSubmission of Panel of Experts for Approval by Department of Planning and Environment in accordance with Conditions of ApprovalDetailed CVs submitted as separate attachmentsChecklist of Pre-site establishment and pre-work conditions relating to pre-work management plans strategies and programs (the works)
Audit TaskNumber
Consentschedule and
conditionnumbering
Consent Condition
Column AGeneral Consultants
Non independent experts which thePrincipal is seeking to engage to do theworks Need to be approved by DPampE
unless otherwise stated
Column BIndependent ConsultantsIndependent experts that Principal isseeking to engage to undertake the
works Need to be approved by DPampEunless otherwise stated
Column CAudit Team Consultants
Independent experts that the Principal is seeking toengage for the Audit Team to undertake audit of
the works (the audit works)
20 7Fn Plan for Disposal of Water in Cell 1
20A
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
20B
Not required
20C (see 1A)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
20C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
21 7I Installation and Monitoring of Piezometers
21A (see 1A)
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
21B
Not required
21C (see 1C)
Dr Ian Swane Jacobs(GeotechnicalLandfill)
22 7J Construction Quality Assurance Plan
22A (see1A)
Douglas Partners
No formal DPampE approval endorsement of consultants
required by Consent for this task
22B
Not required
22C1 (see 1C)
Dr Ian Swane Jacobs(GeotechnicalLand ll)
22C2 (see 5C)
Mark Tooker NPC Consulting (surfacewatersoilscivil engineering)
Table 1 Nomination of Consultants and Auditors 30 7 15 10 of 10Page 80 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 3
GHD Plans and Cross sections for Bund Reshaping and Related Works
Page 81 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SEDIMENT DAM 4 RELOCATION (401)
CONTINGENCY STOCKPILE AREA (601 AND 602)
NORTHEASTERN BUND(101 AND 102)
ADDITIONAL TRIMMING FORNORTHEASTERN BUND(INCLUDED IN 101 AND 102)
ADDITIONAL TRIMMING FORNORTHWESTERN BUND(INCLUDED IN 103 AND 104)
NORTHWESTERNBUND (103 AND 104)
SOUTH AND SOUTHWESTERNBUND (105)
RRA PLATFORM (501 AND 502)
NORTHERN RRA BUND (503)
SOUTHERN RRA BUND (504)
INITIAL LEACHATE EVAPORATIONDAM (301 AND 302)
SEDIMENT DAM 5 (402)LOCATION UNDER REVIEW
CELL 1 (201 AND 202)
CELL 2 (203 AND 204)
CELL 3 (205)
INTERCELL BUNDEXCAVATION (206)
EASTWEST BUND BOUNDARY
NORTHEASTERN BUND EXCAVATION - DELAYED WORKS(106)
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 429 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK001dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
BULK EARTHWORKS
001
B
21-25736
PRELIMINARY
1100
SEP 2016
A INITIAL ISSUE AD 060916
B REVISED AD 101016
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW FREEBURN
LAND ENGINEERING amp MINING SURVEYORS DATEDAUGUST 2007 AND SEPTEMBER 2016
2 TO BE READ IN CONJUNCTION WITH PRELIMINARY BULKEARTHWORKS ESTIMATES (GHD 2016)
3 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
Page 82 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
CH 200CH 400
CH 500CH 600
CH 700
CH 800
CH 900
CH 1000
CH 1100
CH 0CH 100
CH 200
CH 300
CH 400
CH 500
CH 700
CH 800
CH 100
CH 300
CH 1200
CH 600
CH 0
CH 100
CH 200
CH 300
NORTHERN BUNDREFER SK003 - SK005
NORTHERN BUNDREFER SK003 - SK005
SOUTHERN BUNDREFER SK006 - SK008
SOUTHERN BUNDREFER SK006 - SK008
RRA BUNDREFER SK009
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 423 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK002dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED PERIMETER BUNDS
002
C
21-25736
PRELIMINARY
12000
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW FREEBURN
LAND ENGINEERING amp MINING SURVEYORS DATEDAUGUST 2007 AND SEPTEMBER 2016
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPERTY BOUNDARY
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 83 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 100
-100
0036
0835
05-9
490
3660
3539
-895
238
0035
75-8
363
3877
3609
-784
837
8636
28
-722
637
5936
53
-657
137
5936
79
-592
437
5937
05-5
384
3759
3726
-467
137
5937
54-4
143
3759
3776
-349
437
7338
27-2
899
4001
4099
4182
-221
042
3343
9544
13-1
664
3901
4630
4475
-109
835
1148
7345
40
000
3399
5300
4630
611
3392
5127
4660
1699
3386
4598
4714
2207
3376
4604
4739
3288
3334
4317
4793
3799
3301
4112
4818
4340
3100
3898
4845
5087
2900
3601
4881
5734
2846
3342
4913
6475
2709
3048
4949
7016
2548
2832
4975
7614
2403
2594
5003
8126
2381
2398
5018
8653
2335
2325
5033
9384
2218
2330
5055
1000
022
2223
9550
73
OFFSET
EXISTING SURFACE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL 95
CH 300
-100
0036
2236
22-9
396
3669
3670
-847
937
3437
41
-768
938
0037
99
-675
838
7838
69-6
238
3918
3913
-544
539
5739
82
-445
540
5840
91
-374
042
3441
69-3
229
4231
4212
-266
944
0043
7142
42
-203
946
0146
0342
75-1
512
4768
4797
4303
-919
4898
5015
4332
000
4753
5300
4377
569
4400
5146
4405
1195
4116
4836
4437
1776
4020
4548
4465
2432
4033
4448
4498
3024
4053
4439
4527
3548
4047
4229
4554
4103
3852
4007
4581
4691
3516
3772
4610
5203
3201
3567
4634
6264
3124
3143
4686
7707
3105
3027
4756
9008
3063
3005
4819
9601
2987
2997
4848
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 165
CH 400
-100
0040
7740
62
-887
641
1340
99
-689
941
8641
99-6
386
4204
4207
-413
342
3043
06
-344
643
0043
37
-250
044
0044
4243
78-2
000
4567
4632
4400
-143
247
6848
4744
26
000
4892
5300
4491
530
4527
5135
4515
1157
4300
4822
4544
1692
4311
4555
4568
2537
4333
4313
4605
5489
4354
3238
4728
8657
4368
2823
4864
9328
4300
2844
4891
9978
4252
2864
4918
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 145
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
CH 200
-100
0037
093
3703
-920
437
359
3739
-865
537
627
3764
-796
038
000
3795
-740
940
000
3863
3901
-683
643
000
3942
3968
-623
344
221
4025
4040
-564
846
507
4112
4116
-510
949
691
4192
4279
-445
252
000
4235
4476
-359
652
261
4287
4733
-286
052
453
4333
4954
-229
852
000
4368
5123
-169
151
000
4405
5300
-110
248
382
4434
5205
000
4257
744
8946
9355
640
000
4517
4505
1230
3716
745
5145
1217
9734
018
4380
4580
2821
3141
939
9446
31
3451
3185
237
6146
6239
5730
000
3577
4687
5584
2803
430
1247
68
6378
2800
029
4548
08
7074
2800
029
4048
42
7915
2800
029
3448
83
9690
2760
929
2249
69
OFFSET
EXISTING SURFACE
DATUM RL 150
4088
4156
4205
FINAL LANDFORM
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1052 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 1
003
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 84 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 500
-100
0041
7041
48-9
408
4175
4146
-854
041
8041
45
-788
641
8141
50-7
301
4185
4159
-661
041
8941
73-6
108
4190
4184
-535
142
0842
05-4
820
4303
4228
-427
741
2342
51-3
757
4220
4274
-320
242
8543
5942
98-2
640
4599
4537
4324
-213
649
0046
9843
48
-149
549
1349
0343
78
-881
4701
5100
4407
000
4294
5300
4450
1078
3996
4849
4501
1829
4001
4486
4538
2771
4007
4244
4583
4528
4020
3682
4668
5178
4026
3275
4700
5686
4173
2936
4724
6660
4383
2903
4772
7329
4349
2923
4805
8454
4340
2955
4860
9358
4370
2980
4904
1000
043
8929
9749
36
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 160
CH 600
-100
0040
0640
00
-922
940
2440
26
-849
140
4640
51
-709
641
0041
13
-556
741
5741
95
-490
041
6942
28
-352
641
9943
1942
93-2
947
4570
4492
4320
-243
248
9946
4543
45
-164
550
0648
8043
82-1
075
4800
5049
4409
000
4427
5300
4461
645
4320
5077
4492
2247
4378
4367
4569
3154
4405
4395
4612
3898
4427
4216
4646
4925
4494
3729
4693
5791
4485
3222
4732
6367
4643
3007
4757
7298
4536
3036
4800
8208
4459
3064
4843
8994
4444
3088
4881
9538
4454
3104
4907
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 170
CH 700
-100
0040
5940
57
-920
640
8940
71
-750
941
3941
18
-501
842
0041
91
-433
042
0242
18
-336
242
1742
63-2
804
4440
4370
4289
-217
747
9745
9643
19
000
5083
5303
4419
2419
5080
4421
4538
3780
5061
4511
4604
4324
5076
4573
4627
4909
5087
4623
4654
6932
5128
4360
4746
9573
5101
4088
4875
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 260
CH 800
-100
0042
40
-922
342
68
-837
242
71
-733
042
8643
44
-668
043
0043
54
-591
843
2243
72
-495
343
2843
94
-372
343
2844
00-3
200
4400
4471
4400
-266
046
9946
6744
68-2
123
5000
4862
4543
-957
5220
5285
4625
000
5209
5508
4651
761
5203
5172
4663
1477
5125
4822
4668
2632
5114
4544
4668
3147
5108
4544
4668
3907
5095
4548
4665
4424
5100
4566
4660
4964
5110
4586
4654
5586
5100
4589
4646
6560
5015
4620
4640
7252
4909
4641
4632
7769
4859
4636
4627
8406
4780
4675
4622
8921
4695
4688
4619
9509
4616
4458
4616
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 285
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1053 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 2
004
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 85 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 900
-100
0044
2644
29
-836
144
5544
73
-621
044
9145
46-5
665
4499
4564
-484
346
0046
6245
91-4
296
4898
4777
4639
-378
951
7348
8347
09-3
188
5410
5008
4803
-236
253
9951
8149
32
-163
153
8953
3450
00
-905
5398
5485
5000
000
5331
5605
5008
1914
5163
4889
5049
3583
5100
4370
5085
4106
4837
4121
5088
4701
4572
3838
5091
5430
4600
3409
5099
6014
4557
3326
5113
8751
4555
3299
5137
9298
4793
3293
5143
1000
048
6332
8751
45
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 200
CH 1000
-100
0045
83
-937
745
8745
95
-766
845
9046
00-7
078
4599
4600
-455
646
3946
87
-382
347
0048
4547
23-3
321
4979
4969
4754
-280
152
6650
9647
85
000
5564
5672
5032
863
5500
5333
5052
1394
5168
5104
5064
1932
4831
4950
5077
4154
4720
4301
5129
4741
4722
4016
5143
5968
4753
3462
5172
8214
4742
3500
5224
8786
4744
3500
5236
9325
4800
3500
5248
1000
050
7034
4052
63
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 215
CH 1100
-100
0047
17
-903
447
35
-808
347
5647
29
-662
747
7547
81
-523
047
9948
00
-386
748
3448
00
-284
448
3348
8648
00-2
241
4900
5092
4800
-166
351
9152
8948
53-1
072
5567
5496
4932
000
5658
5738
5013
528
5652
5499
5024
2128
5600
4967
5060
2715
5300
4951
5072
3287
5000
4679
5085
3806
4901
4432
5096
6678
4932
2904
5155
7291
4942
2911
5168
8643
4936
2926
5193
9857
4932
2939
5213
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 165
CH 1200
-100
0047
50
-899
447
5446
72
-801
047
5247
37-7
508
4759
4746
-682
447
6147
43-6
285
4759
4747
-569
647
6547
59
-489
347
6647
60
-394
047
6947
56
-326
147
6047
68-2
705
4800
4882
4782
-215
951
4950
9647
95-1
607
5500
5312
4801
-100
958
9955
4648
20
000
5853
5804
4847
680
5851
5529
4866
1696
5900
5085
4890
2212
5600
4898
4901
2741
5248
4906
4909
3296
4900
4836
4912
5786
4888
3421
4975
7537
4935
3038
5006
1000
049
9230
6650
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DATUM RL 175
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
TOP OF WASTE
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
NORTHERN BUND SURFACE LEVEL
CELL DESIGN SURFACE LEVEL
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION(INFERRED AT THIS LOCATION)
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 407 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED NORTHERN BUND
CROSS SECTIONS - SHEET 3
005
C
21-25736
PRELIMINARY
VARIES
OCT 2016
A INITIAL ISSUE AD 140916
C REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 86 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
-100
0048
31
-927
748
08
-750
347
4747
53-6
959
4757
4765
-606
047
2447
50
-530
247
0347
42
-462
047
0047
35
-372
248
0047
31
-306
848
1748
05-2
475
4710
4821
-117
547
1048
56
-570
4710
4869
000
4710
4872
681
4710
4881
1350
4710
4891
4714
4710
4914
5537
4710
4919
6365
4710
4925
6885
4710
4928
7612
4710
4931
8151
4710
4931
1000
047
1049
14
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 325
CH 100
-100
0051
34
-920
651
55
-851
751
62
-778
051
56
-707
851
50
-596
951
0051
13
-535
151
0650
98
-365
050
2850
66-3
111
5007
5063
-256
452
6350
61-1
976
5574
5045
-142
559
7050
5056
22
000
6145
5067
5715
890
6101
5082
5750
1411
5863
5098
5727
1918
5580
5103
5575
2503
5201
5109
5505
3122
5035
5114
5286
3880
5008
5122
5018
4804
4985
5133
4939
5739
4982
5149
4934
6585
4983
5158
4929
7245
4998
5163
4926
7750
5013
5167
4923
8338
5039
5171
4920
8881
5063
5175
4917
9403
5071
5178
4914
9962
5053
5182
4911
OFFSET
EXISTING SURFACE
CELL DESIGN LEVEL
FINAL LANDFORM
SOUTHERN BUND DESIGN LEVEL
RRA PLATFORM
DATUM RL 360
CH 200
-100
0055
84
-920
955
52
-838
056
01
-759
556
00
-671
155
97
-606
855
87
-510
755
5255
62
-429
455
2255
33
-318
655
2155
14-2
612
5506
5505
-199
857
9955
0357
06-1
497
6049
5502
5714
000
6365
5496
5736
1467
6306
5493
5758
2105
6099
5495
5768
2654
5801
5497
5776
3194
5798
5499
3698
5167
5493
4403
4960
5483
5146
4976
5476
5877
5000
5477
7271
5009
5468
7872
4970
5466
9103
4921
5453
9997
4921
5448
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CH 300
-100
0057
88
-585
057
7756
00
-441
257
6456
00
-307
257
0156
00-2
544
5974
5600
5816
-199
162
8256
0058
06
-126
665
0756
0057
90
000
6485
5600
5761
1116
6400
5600
5736
1812
6346
5600
5722
2542
6318
5600
5708
3196
6001
5600
5699
3699
5800
5600
5691
4216
5611
5600
4903
5517
5600
5693
5399
5600
6290
5275
5593
6862
5238
5582
7589
5233
5570
8101
5138
5560
8921
5091
5547
9485
5000
5537
1000
049
4955
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
5657
5463
5207
4919
4915
4909
4906
4900
4895
5595
5419
5219
5152
5165
5129
5033
4971
4928
4914
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1056 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 1
006
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 87 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 400
-100
0054
5954
52
-938
054
5854
63-8
798
5457
5467
-678
254
9354
70
-611
455
0654
70
-546
155
0054
72
-361
954
8854
92-3
039
5756
5501
-249
960
2455
1058
76-1
944
6300
5518
5874
000
6439
5543
5866
1064
6476
5556
5862
1689
6400
5565
5860
2273
6300
5572
5857
3106
5926
5579
5844
3645
5669
5583
4465
5400
5588
5172
5200
5591
5786
5008
5593
6777
4976
5594
8721
4945
5593
9385
4952
5592
1000
049
6155
89
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 360
CH 500
-100
0052
65
-908
352
4952
59
-773
552
6752
65
-566
252
8152
85
-469
852
9052
99
-400
352
9753
11
-334
053
0053
22-2
808
5600
5332
-227
559
0053
4157
87-1
765
6189
5349
5795
000
6329
5379
5823
1022
6300
5391
5845
1639
6000
5400
5859
2247
5887
5405
5890
2770
5700
5409
3517
5389
5414
4034
5085
5417
4803
4869
5421
5309
4876
5423
6268
4800
5426
6862
4768
5428
8266
4795
5430
9415
4816
5430
1000
048
2854
29
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 350
CH 600
-100
0050
4450
35
-908
150
4450
33
-820
950
3850
38-7
645
5035
5036
-612
550
2950
27
-532
150
2350
28
-451
850
1150
24
-347
551
0050
44-2
897
5458
5050
-234
658
0050
6057
40-1
845
6108
5073
5744
-666
6283
5105
5754
000
6292
5123
5760
1453
6300
5162
5774
2007
6100
5177
5779
2523
5800
5191
5784
3143
5400
5200
3661
5100
5221
4575
5057
5249
5482
5069
5284
6218
5090
5312
7375
5093
5357
7913
5100
5378
8683
5166
5400
9219
5171
5400
9970
5172
5400
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 350
CH 700
-100
0052
6151
23
-938
752
4251
02-8
876
5200
5088
-826
052
8950
71
-757
152
8750
50-7
011
5286
5032
-624
552
6350
21-5
704
5271
5017
-499
252
5250
14-4
400
5219
5016
-385
851
4150
20
-325
051
4950
29-2
681
5165
5038
-201
154
0050
54-1
490
5634
5069
-846
5999
5087
5750
000
6289
5111
5732
873
6269
5137
5719
1425
6315
5154
5697
1999
5930
5170
5411
2614
5518
5188
5104
3223
5110
5206
4800
3784
4862
5217
4761
4778
4713
4533
5240
6494
4652
3639
5262
8174
4701
2996
5286
8707
4700
2992
5291
9245
4630
2988
5296
9843
4443
2983
5298
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 170
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
5698
5355
5050
4889
4892
4896
4897
4899
5732
5465
5268
4960
4848
4846
4844
4846
4848
4850
5545
5337
4971
4791
4793
4797
4798
4800
4801
4803
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1055 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 2
007
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 88 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 800
-100
0050
8350
95
-828
550
6650
59
-554
050
1150
01
-336
649
3749
85
-232
649
4649
59-1
804
5299
4947
-121
857
0149
32-6
8660
6649
1957
19
000
6478
4902
5720
784
6373
4889
5719
1401
6309
4895
5476
1907
6005
4904
5247
2514
5604
4922
4968
3107
5202
4946
4811
3765
4829
4971
4811
4337
4789
4582
4991
5673
4847
3945
5021
6362
4900
3531
5035
6869
5018
3193
5040
7483
5100
2897
5047
8096
5096
2891
5052
8633
4926
2886
5057
9141
4700
2881
5058
9988
4599
2873
5061
OFFSET
EXISTING SURFACE
FINAL LANDFORM
RRA PLATFORM
DATUM RL 160
CELL DESIGN LEVEL
SOUTHERN BUND DESIGN LEVEL
FMPPR EXTENT OF EXTRACTION
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1055 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK006-008dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED SOUTHERN BUND
CROSS SECTIONS - SHEET 3
008
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 89 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CH 0
-100
0046
0054
7931
13
-890
245
6954
7931
29-8
370
4600
5476
3183
-525
946
6654
5242
26
-449
146
7654
4544
79
-358
646
8654
3346
86
-278
547
0054
2447
79-2
284
4755
5418
4964
-172
148
5554
1051
46-1
164
4927
5403
5325
-647
4981
5393
5492
000
5049
5376
5700
559
5089
5358
1416
5157
5332
1989
5159
5315
2663
5200
5294
3253
5261
5275
3813
5300
5260
4412
5326
5241
4912
5346
5228
5471
5346
5218
5991
5338
5207
6581
5359
5201
7131
5386
5200
7773
5388
5200
8297
5350
5200
8990
5338
5202
9606
5364
5210
OFFSET
EXISTING SURFACE
FINAL LANDFORM
DESIGN SURFACE
DATUM RL 185
CH 100
-100
0049
0056
3132
18
-900
549
0056
2532
45-8
436
4700
5621
3261
-747
147
0056
1532
53
-617
647
0056
0732
37
-551
346
6756
0335
91
-449
346
5955
8641
44
-348
846
8055
6446
39
-286
047
0055
5047
00
-159
147
0055
2250
96
-580
4700
5499
5477
000
4673
5486
5700
606
4646
5473
5593
1387
4640
5455
4789
2062
4655
5440
4789
2784
4689
5424
3946
4698
5400
4560
4700
5400
5236
4699
5400
6023
4763
5400
4809
6608
4821
5400
4812
7391
4896
5400
4816
7914
4930
5400
4819
8447
4965
5400
4822
8990
4990
5400
4824
9613
4970
5400
4828
OFFSET
EXISTING SURFACE
DATUM RL 195
CH 200
-100
0049
7253
91-9
470
4948
5397
-892
849
4154
02
-729
049
2554
14-6
747
4900
5418
-609
349
0054
22
-541
649
0054
26
-426
549
0054
30-3
759
4904
5431
-323
249
3454
32
-257
049
7454
31
-176
850
0054
29
-111
750
0054
26
000
5000
5418
655
5000
5411
1334
5000
5403
2047
5082
5392
2719
5300
5376
3229
5336
5365
3995
5400
5349
4565
5200
5335
5141
5064
5320
5741
5000
5330
6592
4886
5343
7221
4867
5353
7835
4847
5363
8560
4824
5374
9206
4804
5384
9893
4760
5395
OFFSET
EXISTING SURFACE
DATUM RL 180
CH 300
-100
0048
5448
4948
54
-928
648
8248
6548
82
-868
248
8348
8048
83
-802
649
0048
9449
00-7
496
4900
4906
4900
-698
949
8949
2049
89-6
450
5000
4936
5000
-592
649
1449
5249
14
-507
249
1049
7749
10
-380
549
4650
1350
57-3
233
4956
5028
5153
-220
249
5550
5453
26-1
697
4965
5060
5412
-637
5000
5081
5592
000
5001
5095
5700
1365
5037
5123
5214
2315
5061
5143
4862
3330
5100
5164
4860
3906
5158
5176
4859
4409
5252
5187
4857
4937
5500
5198
4856
5515
5700
5200
4855
6269
5700
5206
4853
6884
5304
5222
4852
7393
4987
5237
4851
7984
4900
5255
4850
8497
4900
5270
4849
9551
4865
5302
4846
OFFSET
EXISTING SURFACE
DATUM RL 295
FINAL LANDFORM
DESIGN SURFACE
FINAL LANDFORM
DESIGN SURFACE
FINAL LANDFORM
DESIGN SURFACE
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
3102
3116
3131
3168
3270
3700
4187
4741
4904
4934
4974
5115
5324
5700
5625
5227
4876
4818
4819
4820
4821
4822
4823
4825
4826
4827
4828
4829
4830
5658
5307
5368
5409
5428
5447
5476
5481
5471
5483
5517
5516
5508
5500
5488
5505
4793
4799
4802
4805
TOP OF WASTE
CLAY SHALE INTERFACE
TOP OF WASTE
CLAY SHALE INTERFACE
TOP OF WASTE
CLAY SHALE INTERFACE
CLAY SHALE INTERFACE
RRA PLATFORM
RRA PLATFORM
RRA PLATFORM
RRA PLATFORM
CELL 3
CELL 3CELL 3
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1054 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK009dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
NORTHERN RRA BUND
CROSS SECTIONS - SHEET 1
009
B
21-25736
PRELIMINARY
11000
OCT 2016
A INITIAL ISSUE AD 140916
B REVISED AD 101016
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
0 5 20 25m1510
SCALE 1500 AT ORIGINAL SIZE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
HORIZONTAL
VERTICAL
Page 90 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
35
35
35
35
35
35
40
40
40
45
45
45
45
50
50
50
55
55
55
55
50
50
20
20
25
25
30
30
30
30
3030
3030
30
30
30
30
30
30
3030
30
30
30
30
30
3030
30
35
35
35
35
35 35
35
35
3535
35
35
35
35
3535
35
35
35
35
35
35
35
35
3535
35
35
40
40
40
40
40
40
40
40
45
45
45
45
30
35
35
35
40
40
40
40
404040
40
4045
45
45
45
45
45
45
4545
45
4545 45
45
5050
50
50
50
5050
50
5050
50
5050
50
50
50
50
5555
55
55
55
5555
5540
45
4545
45
50
5050
50
40
50
50
50
55
55
55
55
50
55
55
55
5050
50
50
50
5555
55
50
50
5050
55
55
5555
45
45
45
50
50
50
50
50
ASK021
BSK021
CSK022
DSK022
ESK023
EXTENT OF TRANSMISSION LINE EASMENT
30m PYLON EXCLUSION ZONE
30m PYLON EXCLUSION ZONE
30m PYLON EXCLUSION ZONE
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 426 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK020dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
020
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N LEGEND
DESIGN CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED AUGUST 2007 AND SEPTEMBER2016
2 SUBJECT TO CHANGE BASED ON DETAILED DESIGNWORKS
PERIMETER BUNDS (GHD)
LIMIT OF EXTRACTION (FMPPR)
PROPERTY BOUNDARY
PROPOSED EXTENT OF LANDFILLING
CONTINGENCY STOCKPILE AREA (GHD)
RRA PLATFORM (FMPPR)
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 91 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONASK020 2000SCALE 1
SECTIONBSK020 2000SCALE 1
032
632
632
39
2035
6335
6334
47
4036
9536
9535
45
6037
6437
6436
32
8037
5937
5937
06
100
376
376
379
120
3908
4593
4446
140
344
5346
28
160
3383
4635
4723
180
3279
4025
4813
200
266
3235
4879
220
2016
2427
4901
240
2016
1849
1
260
2016
1849
02
280
2315
2409
4893
300
2374
2783
4927
320
2355
2804
4967
340
2824
283
4997
360
4395
285
5002
380
5137
2896
4978
400
5225
3567
4921
420
5406
4583
4865
440
6007
5033
4817
460
6374
5725
48
480
5346
5346
4837
4988
649
3649
3649
06
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -1030 0
3991
3991
3988
2042
541
3141
41
4046
1245
8442
67
6048
2653
4365
8041
3644
6144
66
100
4038
4067
4566
120
3116
3269
4665
140
3088
3017
4763
160
2962
2994
4862
180
2889
2972
4962
200
2862
295
5062
220
2858
2928
5161
240
2875
2922
5251
260
3025
2944
5339
280
3162
2966
5419
300
4013
2988
5455
320
4414
3008
5479
340
4488
303
549
360
4461
3052
5498
380
4514
3249
5509
400
4601
3333
552
420
4592
3443
5516
440
4609
448
5498
460
465
4924
5472
480
4715
5641
5444
500
4777
4768
5406
520
4838
478
5351
540
5009
479
5316
560
5179
4853
2
580
5275
481
5323
600
5303
482
5327
620
4959
483
5374
640
478
484
542
660
496
485
5453
680
5157
486
5487
700
5319
487
5521
720
5069
488
5555
740
4975
489
559
760
5002
5150
56
780
6143
567
56
800
6427
5729
56
820
6469
5793
56
840
5721
5721
5684
886
5746
5746
56
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -920
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTION
CLAY SHALE INTERFACE
NORTHWEST BUND
CELL 1
CELL 1 SUMP TOP OF WASTECLAY SHALE INTERFACESOUTHERN BUND
FINAL LANDFORM
CLAY SHALE INTERFACE
NORTHWEST BUND
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
NORTHERN RRA BUND
FINAL LANDFORM
RRA PLATFORM
SOUTHERN RRA BUND
INDICATIVE TEMPORARY EXCAVATION BATTER
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 328 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
021
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 92 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONCSK020 2000SCALE 1
SECTIONDSK020 2000SCALE 1
041
0641
0641
25
2041
6441
6442
27
4045
9845
1143
2
6046
8551
0544
14
8043
1448
5945
1
100
4402
4379
4608
120
4419
3629
47
140
4509
3018
4794
160
4441
3077
4889
180
4476
3137
4983
200
4969
3197
508
220
5059
3231
5178
240
454
3171
5258
260
4568
317
5331
280
4605
323
5363
300
4653
329
5388
320
5449
3498
5394
340
5467
2994
5396
360
4829
3653
96
380
4886
2951
5386
400
4934
2998
536
420
5486
3041
5329
440
5504
3024
5302
460
4928
3082
5262
480
4962
314
5214
500
5005
3121
5158
520
5014
306
5091
540
5007
3627
5036
560
4986
4663
4992
580
4958
4958
4953
600
4871
4871
4913
620
4816
4816
4882
640
4797
4797
4862
660
471
471
4872
680
471
471
488
700
471
471
4898
720
471
471
4912
740
471
471
4904
760
4704
4704
4895
780
471
471
4885
800
471
471
4867
820
471
471
4816
840
4716
4716
4761
8488
647
3247
3247
76
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -910 0
3868
3868
3876
2042
7942
7939
92
4033
0233
0243
44
6020
1618
4741
8020
1618
50
100
2016
1850
38
120
2343
1829
5079
140
2513
267
5119
160
2703
2874
5158
180
2722
2833
5197
200
2762
2861
5215
220
2846
2883
525
240
2876
2905
5262
260
2893
2927
5273
280
2888
2949
5286
300
2908
2956
53
320
3087
3003
5312
340
3681
3074
5326
360
4456
3159
534
380
445
2987
5353
400
445
2992
536
420
4655
2998
5363
440
4539
3018
5356
460
4503
3037
5349
480
4513
3056
5341
500
4527
3076
5326
520
4533
3095
5314
540
4536
3115
5306
560
4553
3134
529
580
456
3153
5292
600
458
3173
5259
620
4596
3192
5234
640
4593
3214
5208
660
4592
324
5184
680
4636
4082
5141
700
4641
4916
5096
720
5332
5582
505
740
5466
5317
5005
760
511
4901
4732
780
4538
4538
4586
7907
453
453
4566
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -1030
FMPPR EXTENT OF EXTRACTIONFMPPR EXTENT OF EXTRACTION
FMPPR EXTENT OF EXTRACTIONFMPPR EXTENT OF EXTRACTION
NORTHEAST BUND
CELL 2
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 3
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 2
CELL 1 SUMP NORTHEAST BUNDINDICATIVE TEMPORARY EXCAVATION BATTER
CLAY SHALE INTERFACE
INDICATIVE TEMPORARY EXCAVATION BATTER
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1141 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
022
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 93 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
SECTIONESK020 2000SCALE 1
042
1342
1342
1
2044
6244
6243
03
4036
0436
1645
63
6034
7328
7348
8
8035
2228
0850
22
100
3416
2865
5067
120
3282
2927
5112
140
3493
2988
5157
160
3515
3003
5202
180
3563
2943
5247
200
3573
2957
5292
220
3718
3014
5337
240
3934
3064
5382
260
407
3122
5426
280
4434
3068
547
300
4477
3048
5514
320
4495
3323
5558
340
454
3161
5601
360
4596
3145
5629
380
4701
3124
5651
400
4684
3111
5663
420
4691
3094
5662
440
4713
3077
5642
460
489
306
5617
480
5041
3044
5595
500
5114
3027
5552
520
5148
301
5508
540
5178
2994
5464
560
5223
2977
542
580
5288
296
5377
600
5439
2944
5333
620
5201
2927
5289
640
4795
2909
5245
660
4788
2891
5201
680
4774
3604
5154
700
4778
4637
5108
720
546
5082
5061
740
5598
5665
5015
760
5122
513
4809
780
4726
4738
4738
7907
4718
4718
4708
CHAINAGE
EXISTING SURFACE LEVEL
DESIGN SURFACE LEVEL
FINAL LANDFORM
DATUM RL -920
FMPPR EXTENT OF EXTRACTION FMPPR EXTENT OF EXTRACTION
CELL 1
TOP OF WASTECLAY SHALE INTERFACE
FINAL LANDFORM
CELL 3
NORTHEAST BUNDINDICATIVE TEMPORARY EXCAVATION BATTER
CLAY SHALE INTERFACE
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No11 October 2016 - 1141 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK021-23dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
REVISED DESIGN SURFACE
LONG SECTIONS
023
A
21-25736
PRELIMINARY
12000
SEP 2016
A INITIAL ISSUE AD 101016
N
0
SCALE 12000 AT ORIGINAL SIZE
4020 80 100m60
Page 94 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
LOT 4DP 242968
LOT 2DP 586093
LOT 2DP 238092
LOT 42DP 738126
PATONS LANE
PATONS LANE
EASTWEST BUNDBOUNDARY
INITIALLEACHATEEVAPORATIONDAM
RRAPLATFORM
CELL 3
CELL 2CELL 1
LONG-TERMLEACHATEEVAPORATIONDAM
CONTINGENCYSTOCKPILEAREA
NORTHEASTERNBUND
NORTHWESTERNBUND
SOUTH ANDSOUTHWESTERNBUND
NORTHERN RRABUND
SOUTHERN RRA BUND
ADDITIONAL TRIMMING FORNORTHEASTERN BUND
ADDITIONAL TRIMMING FORNORTHWESTERN BUND
SEDIMENT DAM 5(PRELIMINARY CAPACITY 53MLSUBJECT TO DESIGN)
SEDIMENT DAM 6(CAPACITY 33ML SUBJECT TO DESIGN)
OUTLET AND SPILLWAY TOADJACENT PROPERTY
LANDFILL CELLACCESS ROAD
HAUL ROAD
SEDIMENT DAM 4A(PRELIMINARYCAPACITY 75MLSUBJECT TO DESIGN)
PROPOSED COMBINEDOUTLET STRUCTURE
30m PYLON EXCLUSION ZONE
SEDIMENT DAM 3B(PRELIMINARY CAPACITY 31 ML SUBJECT TO DESIGN)
OUTLET TO ADJACENT PROPERTY
SEDIMENTDAM 6A(IF REQUIRED)
30m PYLON EXCLUSION ZONE
SPILLWAY
BLAXLAND CREEK
OUTLET TO BLAXLAND CREEK
DUPLICATE CULVERTTHROUGH BUND TO INCASE OF BLOCKAGE
AVERAGE CHANNELGRADE ~ 13
AVERAGE CHANNELGRADE ~ 19
AVERAGE CHANNELGRADE ~ 30
AVERAGE CHANNELGRADE ~ 16
AVERAGE CHANNELGRADE ~ 23
EXTENT OF TRANSMISSION LINE EASMENT
SEDIMENT DAM 3A(PRELIMINARY CAPACITY 31 ML SUBJECT TO DESIGN)
BIOSWALECONVEYINGDAM 3A OUTFLOW
SEDIMENT DAM 2A(CAPACITY SUBJECT TO DESIGN)
EXISTING DAM 2
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No16 December 2016 - 433 PM G2125736CADDDrawings21-25736-SK010dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
SURFACE WATER
010
F
21-25736
PRELIMINARY
12000
DEC 2016
E REVISED AD 081216
F REVISED AD 161216
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN - LAND ENGINEERING amp MININGSURVEYORS DATED SEPTEMBER 2016
2 TO BE READ IN CONJUNCTION WITH SK011CATCHMENT PLAN (GHD 2016)
3 SUBJECT TO CHANGE BASED ON DEVELOPMENT OFCONCEPT DESIGN
4 ON-SITE DRAINAGE TO BE DESIGNED TO PROVIDECAPACITY FOR THE 1 IN 20 YEAR AVERAGERECURRENCE INTERVAL (ARI) STORM EVENT
5 INTERNAL ROAD CULVERTS AND PIPES THROUGHBUNDS TO BE DESIGNED FOR 1 IN 100 YEAR ARISTORM CAPACITY
6 SEDIMENT BASINS TO BE DESIGNED TO PROVIDE FOR90TH PERCENTILE 5 DAY RAINFALL CAPACITY INACCORDANCE WITH THE REQUIREMENTS OFMANAGING URBAN STORMWATER - SOILS ANDCONSTRUCTION MANUAL (DECC 2004)
7 SEDIMENT DRAINAGE CHANNELS GENERALLY TOCOMPRISE GRASSED SWALES LAID ON EROSIONCONTROL MATTING AND UNDERLAIN BY TOPSOIL
8 BIORETENTION DRAINS GENERALLY TO COMPRISEGRASSED CHANNEL UNDERLAIN BY BELOW GROUNDFILTER MEDIA
9 PERIMETER DRAINS TO CONVEY SEDIMENT LADENRUNOFF DURING BUND RESHAPING WORKS ASSHOWN TO BE CONVERTED TO CLEAN WATERDRAINS FOLLOWING BUND REVEGETATION
10 ROCK RIPRAP OUTLET PROTECTION TO BE PROVIDEDAT OUTLETS OF ALL SEDIMENT BASINS
11 ALL SEDIMENT BASINS TO INCORPORATE GABION ORROCK LINED EMERGENCY SPILLWAY
12 SEDIMENT AND EROSION SOURCE CONTROLS TO BESHOWN SEPARATELY ON SEDIMENT AND EROSIONCONTROL PLAN INCORPORATING STAGING OFESTABLISHMENT WORKS
13 ALL CAPACITIES AND SIZINGS ARE INDICATIVE ONLYAND SUBJECT TO DESIGN
DAM
CLEAN WATER DRAINAGE CHANNEL
SEDIMENT DRAINAGE CHANNEL
HEADWALL AND CULVERT
ACCESS ROAD
ROCK CHECK DAM
LOW LEVEL BERM TO EXCLUDECLEAN WATER RUN-ON
Page 95 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 4
Survey of Riparian Zone and DPI Water policies and guidelines
Page 96 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
35
35
40
40
40
20
30
3535
35
30
35
35
35
40
40
40
4545
45
4545 45
45
50
50
5050
50
50
5040
4545
45
5050
50
40
20
40
PROPOSED COMBINEDOUTLET STRUCTURE
40m RIPARIAN CORRIDOR BUFFER
20m RIPARIAN CORRIDOR BUFFERRIPARIAN CORRIDOR
PROPOSED DAM 3A
RELOCATED DAM 4A
PROPOSED NORTHWESTERN BUND
PYLON EXCLUSIONZONE
PYLON EXCLUSIONZONE
PROPOSED DAM 2A
EXISTING DAM 2
BLAXLAND CREEK
SITE BOUNDARY
SITE BOUNDARY
DAM 4 OUTLET TO DAM 3B
WESTERN BOUNDARY CLEAN WATER DRAIN
DAM 3B CLEAN WATER OVERFLOW
DAM 2A OUTLET TO DAM 2
DAM 3A OVERFLOW TO DAM 2A
20
40
PROPOSED COMBINEDOUTLET STRUCTURE
40m RIPARIAN CORRIDOR BUFFER
20m RIPARIAN CORRIDOR BUFFERRIPARIAN CORRIDOR
PROPOSED DAM 3A
RELOCATED DAM 4A
PROPOSED NORTHWESTERN BUND
PYLON EXCLUSIONZONE
PYLON EXCLUSIONZONE
PROPOSED DAM 2A
EXISTING DAM 2
BLAXLAND CREEK
SITE BOUNDARY
SITE BOUNDARY
DAM 4 OUTLET TO DAM 3B
WESTERN BOUNDARY CLEAN WATER DRAIN
DAM 3B CLEAN WATER OVERFLOW
DAM 2A OUTLET TO DAM 2
DAM 3A OVERFLOW TO DAM 2A
date
for A1
rev no
job noscale
approved (PD)
Conditions of Use This document may only be used by GHDs client (and any other
person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose
rev description appd date
SK
Level 15 133 Castlereagh Street Sydney NSW 2000 Australia
T 61 2 9239 7100 F 61 2 9239 7199
E sydmailghdcom W wwwghdcom
Plot Date Cad File No8 December 2016 - 1144 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK026dwgPlotted by Alison Horlyck
SRC PROPERTIES PTY LTD
PATONS LANE RRC
SURFACE WATER
026
C
21-25736
PRELIMINARY
11000
DEC 2016
B REVISED AD 071216
C REVISED AD 081216
N LEGEND
EXISTING CONTOURS (1 m INCREMENT)
NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW
FREEBURN - LAND ENGINEERING amp MININGSURVEYORS DATED SEPTEMBER 2016
2 PROPOSED WORKS ARE SUBJECT TO CHANGE BASEDON DEVELOPMENT OF DETAILED DESIGN
DAM
CLEAN WATER DRAINAGE CHANNEL
SEDIMENT DRAINAGE CHANNEL
HEADWALL AND CULVERT
ACCESS ROAD
STORMWATER ARRANGEMENT OVER EXISTING SURVEY
STORMWATER ARRANGEMENT OVER PROPOSED SURFACE
SCALE 11000 AT ORIGINAL SIZE
20100 40 50m30
TRANSMISSION LINE EASEMENT
Page 97 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for instream works on waterfront land These guidelines relate to the design and construction of works within a watercourse or on waterfront land Instream works include modifications or enhancements to the watercourse channel realignment bed control structures pipe laying and cable trenching etc
Instream works are regulated by the controlled activity provisions of the Water Management Act 2000 (WM Act) The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means that a controlled activity approval must be obtained from the NSW Office of Water before commencing the controlled activity
What are the aims and objectives for instream works The design and construction of works or activities within a watercourse or adjoining waterfront land should protect and enhance water flow water quality stream ecology and existing riparian vegetation Impacts on the hydrologic hydraulic and geomorphic functions of a watercourse should also be minimised
Consultation with relevant government agencies at the concept stage of development and during the design phase is recommended so that good outcomes can be identified planned for and achieved
The design and construction footprint and the extent of disturbances within waterfront land should be minimised
Asset protection zones and all ancillary infrastructure such as utility easements detention basins and water quality control structures roads pathscycle ways should be located outside the riparian corridor or in accordance with the NSW Office of Water guidelines for riparian corridors which may allow some works to be located within the outer 50 per cent of the vegetated riparian zone
All waterfront land disturbed by the construction or installation of a controlled activity should be rehabilitated in such a way that the integrity of the watercourse and its riparian corridor is restored or rehabilitated
What should be considered The design and construction of instream works should consider but not be limited to the following
Identify the width of the riparian corridor in accordance with the NSW Office of Water guidelines for riparian corridors
Consider the full width of the riparian corridor and its functions in the design and construction of any instream works Where possible the design should accommodate fully structured native vegetation
Identify alternative options and detail the reasons for selecting the preferred options Minimise the design and construction footprint and proposed extent of disturbances to soil and
vegetation within watercourse or waterfront land Maintain or mimic existing or natural hydraulic hydrologic geomorphic and ecological functions of the
watercourse Demonstrate the instream works will not have a detrimental impact on these functions
Page 98 of 136
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
Maintain the natural geomorphic processes o Accommodate natural watercourse functions o Establish natural bed and bank profiles for example meanders chain of ponds surface water
pools and riffles and bed controls o Allow for the movement of sediment and woody debris o Prevent increased scour and erosion of the watercourse bed or banks in any storm events o Avoid locating works or structures on bends in the channel unless they are structures to restore
stability o Address existing bed degradation to protect structures and restore channel and bed stability
Maintain the natural hydrological regimes o Accommodate site hydrological conditions for example maintain low flows o Do not alter natural bank full or floodplain flows Modifications to watercourses should be based on
roughness coefficients that represent the lsquonaturalrsquo state including fully structured mature riparian vegetation
o Do not change the gradient of the bed except to address existing bed and bank degradation o Do not increase velocities by constricting flows
Protect against scour by designing and providing necessary scour protection for example rock rip-rap and vegetation
Stabilise and rehabilitate all disturbed areas including topsoiling revegetation mulching weed control and maintenance in order to adequately restore the integrity of the riparian corridor
Monitor and maintain all in-stream works until suitably stabilised
What information should be submitted for assessment When seeking approval to construct instream works the NSW Office of Water will rely on the above information to undertake its assessment and to determine if the activity should be approved All instream worksactivities should be designed and certified by suitably qualified persons
The following additional information will also be required
Detailed design drawings of proposed works (engineering certification may also be required) Detailed design drawings which include a surveyed plan cross sections (across the watercourse) and
a long section of the watercourse showing the proposed works relative to existing and proposed bed and bank profiles and water levels The cross section should extend to the landward limit of the identified riparian corridor All plans must include a scale bar
Detailed report of pre and post construction hydraulic conditions The report should address bank full discharge velocity tractive force or sheer stress afflux (Modified RTA method is acceptable) Froude and Manningrsquos lsquonrsquo roughness values relative to the proposed structure
Detailed plans of permanent bed and bank stabilisation works for scour protection Photographs of the site To assist with future monitoring and reporting all photo points should be
identified by GPS coordinates or by survey - particularly for large scale earthworks or extractive industries
A vegetation management plan prepared in accordance with NSW Office of Water guidelines for vegetation management plans
Sediment and erosion control plan A site management plan incorporating a works schedule sequence and duration of works
contingencies (in case of flood or similar) erosion and sediment controls and proposed monitoring and reporting periods
Costing of all works (materials labour) and stages of works (channel stabilisation rehabilitation) Copies of other relevant approvals for example land ownerrsquos consent or development consent
Page 99 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Controlled activities on waterfront land ndash Guidelines for instream works on waterfront land
3 NSW Office of Water July 2012
Will a maintenance period be necessary Applicants will also need to provide for a maintenance period of between three and five years after practical completion of each stage or until the site is stable The maintenance period will depend on the scope size and level of risk Engineering certification may be required at the end of the maintenance period
Maintenance includes sediment and erosion control the replacement of any works vegetation or areas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Maintenance should include sediment and erosion control replacement of any worksareas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Will a security deposit be required Applicants should note that if the likelihood of significant impact on the watercourse or waterfront land is identified security (as bank guarantees) may be required before the controlled activity is commenced The amount of security is usually based on the costings provided
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_b
Page 100 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for outlet structures on waterfront land These guidelines relate to the design of stormwater outlets and spillways from infrastructure including roads buildings constructed basinswetlands swales or other drainage works into a watercourse or waterfront land
Outlet structures on waterfront land are a controlled activity under the Water Management Act 2000 (WM Act)The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means a controlled activity approval must be obtained from the NSW Office of Water before commencing the controlled activity
What are the aims and objectives for outlet structures The design and construction of stormwater outlets should aim to be natural yet provide a stable transition from a constructed drainage system to a natural flow regime as seen in Figure 1
Figure 1 Natural outlet structure
Page 101 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
The design and construction footprint and extent of disturbance within the riparian corridor should be minimised even allowing for the intended discharge function to be achieved Refer to the NSW Office of Water guidelines for riparian corridors
All ancillary drainage infrastructure such as oil or grease interceptors sediment and litter traps constructed wetland detention basins or any works requiring on-going access or maintenance should be located outside the riparian corridor or in accordance with the NSW Office of Water guidelines for riparian corridors
Water run-off from the site should be of appropriate quality and quantity before being discharged into a riparian corridor or watercourse
Appropriate rehabilitation of disturbed areas following the installation of outlet structures should adequately restore the integrity of the riparian corridor
What should be considered in the design and construction of outlet structures The design and construction of outlet structures should consider but not be limited to the following
Define the infrastructure route and identify the specific point of discharge Where possible select a route along an existing cleared or disturbed area that avoids trees preferably beyond their drip line
Choose a stable section of the stream for the discharge point preferably mid-way between bends Alternatively incorporate outlet discharge points into disturbederoded areas which are to be stabilised or rehabilitated
Minimise construction footprint and proposed extent of disturbance to soil and vegetation within the watercourse or waterfront land
Demonstrate that changes to the hydrology of the receiving watercourse have been assessed and there is no detrimental impact on discharge volumes and channel velocities Discharge velocities and flow rates should mimic natural flows and not initiate erosion
Discharge from an outlet should not cause bed or bank instability Protect the bed of the watercourse below the outlet if not bedrock or if bed scour is likely Consider
bank material and outlet jet effect and protect the opposite streambank if required Point outlet structure and direct discharge downstream The outlet should not protrude beyond the streambank but tie in with the adjoining bank alignment Calculate tractive stresses generated from outlet discharges and from bank full discharges to
determine appropriate rock size requirements for the structure Rock rip-rap is the preferred material to provide a natural outlet Rip-rap should extend for the full
extent of the design scour apron and adjoining flanksstreambank Rip-rap must be appropriately keyed in to withstand the velocities of runoff or discharge from the site and cut-off trenches should be provided where necessary
Rip-rap should consist of durable angular run-of-quarry rock placed over a bedding layer of angular cobbles over geotextile Where possible incorporate vegetation such as sedges and rushes into scour management as Figure 1 for further stability
Grade scour apron to bed level of the watercourse or just below any permanent water created by any stable feature such as a rock bar within the watercourse
Stabilise and rehabilitate all disturbed areas including topsoiling revegetation and regeneration mulching weed control and maintenance
What information should be submitted for assessment When seeking approval to outlet structures across a watercourse or waterfront land the NSW Office of Water will rely on the above information to undertake its assessment and to determine if the activity should be approved All works and activities within watercourses should be designed by suitably qualified persons
Page 102 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Controlled activities on waterfront land ndash Guidelines for outlet structures on waterfront land
3 NSW Office of Water July 2012
The following additional information may also be required
Detailed design drawings which include a surveyed plan cross sections across the watercourse and a long section of the watercourse showing proposed works relative to existing and proposed bed and bank profiles and water levels The cross section is to extend to the landward limit of the identified riparian corridor All plans must include a scale bar
Detailed plans should include a location plan plan view elevation view and cross section of the proposed outlet structure
Detailed plans of any permanent bed and bank stabilisation works for scour protection Sediment and erosion control plan Detailed report of pre and post construction hydraulic hydrologic and geomorphic conditions Photographs of the site should be supplied To assist with future monitoring and reporting all photo
points should be identified by GPS coordinates or by survey particularly for large scale earthworks or extractive industries
A vegetation management plan prepared in accordance with the NSW Office of Water guidelines for vegetation management plans
A site management plan incorporating a works schedule sequence and duration of works contingencies such as in case of flooding erosion and sediment controls and proposed monitoring and reporting periods
Costing of all works including materials and labour and stages of works including outlet structure installation and rehabilitation
Copies of other relevant approvals for example development consent
Will a maintenance period be necessary Applicants may need to allow for a minimum maintenance period of two years after practical completion of each stage or until the site is stable The maintenance period will depend on the scope size and level of risk Engineering certification may be required at the end of the maintenance period Maintenance until stable includes sediment and erosion control the replacement of any works vegetation or areas damaged or destroyed by flows and flooding or vandalism and any other requirements necessary to ensure a naturalised stable watercourse system is functioning by the end of the maintenance period
Will a security deposit be required Applicants should note that if the likelihood of significant impact on the watercourse or waterfront land is identified security (as bank guarantees) may be required before the controlled activity is commenced The amount of security is usually based on the costings provided
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_d
Page 103 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
CONTROLLED ACTIVITIES ON WATERFRONT LAND
Guidelines for riparian corridors on waterfront land Controlled activities carried out in on or under waterfront land are regulated by the Water Management Act 2000 (WM Act) The NSW Office of Water administers the WM Act and is required to assess the impact of any proposed controlled activity to ensure that no more than minimal harm will be done to waterfront land as a consequence of carrying out the controlled activity
Waterfront land includes the bed and bank of any river lake or estuary and all land within 40 metres of the highest bank of the river lake or estuary
This means that a controlled activity approval must be obtained from the Office of Water before commencing the controlled activity
What is a riparian corridor A riparian corridor (RC) forms a transition zone between the land also known as the terrestrial environment and the river or watercourse or aquatic environment Riparian corridors perform a range of important environmental functions such as
providing bed and bank stability and reducing bank and channel erosion protecting water quality by trapping sediment nutrients and other contaminants providing diversity of habitat for terrestrial riparian and aquatic plants (flora) and animals (fauna) providing connectivity between wildlife habitats conveying flood flows and controlling the direction of flood flows providing an interface or buffer between developments and waterways providing passive recreational uses
The protection restoration or rehabilitation of vegetated riparian corridors is important for maintaining or improving the shape stability (or geomorphic form) and ecological functions of a watercourse
Changes to controlled activities within riparian corridors On 1 July 2012 new rules commenced regarding controlled activities within riparian corridors The new rules amend the riparian corridor widths that apply to watercourses providing more flexibility in how riparian corridors can be used and making it easier for applicants to determine the Office of Water controlled activity approval requirements Key aspects of the changes include
Provision of greater flexibility in the allowable uses and works permitted within riparian corridors The core riparian zone and vegetated buffer have been combined into a single vegetated riparian
zone (VRZ) The width of the VRZ within the riparian corridor has been pre-determined and standardised for
first second third and fourth order and greater watercourses Where suitable applicants may undertake non-riparian corridor works or development within the
outer 50 per cent of a VRZ as long as they offset this activity by connecting an equivalent area to the RC within the development site
A new lsquoriparian corridors matrixrsquo enables applicants to determine what activities can be considered in riparian corridors
Page 104 of 136
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Bingo IndustriesNov 01 2017 1837
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Bingo IndustriesNov 01 2017 1837
These changes will simplify the controlled activities application and assessment process provide greater flexibility help make more land available for housing support floodplain stormwater and bush fire management and allow riparian corridors to be used for public amenity whilst continuing to deliver environmental outcomes required under the WM Act
The riparian corridor consists of
the channel which comprises the bed and banks of the watercourse (to the highest bank) and the vegetated riparian zone (VRZ) adjoining the channel
Figure 1 The riparian corridor
Riparian corridor widths The Officer of Water recommends a VRZ width based on watercourse order as classified under the Strahler System of ordering watercourses and using current 125 000 topographic maps (see Figure 2 and Table 1) The width of the VRZ should be measured from the top of the highest bank on both sides of the watercourse
Figure 2 The Strahler System Table 1 Recommended riparian corridor (RC) widths
Watercourse type VRZ width
(each side of watercourse)
Total RC width
1st order 10 metres 20 m + channel width
2nd order 20 metres 40 m + channel width
3rd order 30 metres 60 m + channel width
4th order and greater (includes estuaries wetlands and any parts of rivers influenced by tidal waters)
40 metres 80 m + channel width
Note where a watercourse does not exhibit the features of a defined channel with bed and banks the Office of Water may determine that the watercourse is not waterfront land for the purposes of the WM Act
Page 105 of 136
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Bingo IndustriesNov 01 2017 1837
Objectives for riparian corridor management The overarching objective of the controlled activities provisions of the WM Act is to establish and preserve the integrity of riparian corridors
Ideally the environmental functions of riparian corridors should be maintained or rehabilitated by applying the following principles
Identify whether or not there is a watercourse present and determine its order in accordance with the Strahler System
If a watercourse is present define the RCVRZ on a map in accordance with Table 1 Seek to maintain or rehabilitate a RCVRZ with fully structured native vegetation in accordance
with Table 1 Seek to minimise disturbance and harm to the recommended RCVRZ Minimise the number of creek crossings and provide perimeter road separating development from
the RCVRZ Locate services and infrastructure outside of the RCVRZ Within the RCVRZ provide multiple
service easements andor utilise road crossings where possible Treat stormwater run-off before discharging into the RCVRZ
The Office of Water however does allow for a range of works and activities on waterfront land and in riparian corridors to better meet the needs of the community so long as they cause minimal harm as outlined in the riparian corridor matrix below
Riparian corridor matrix The riparian corridor matrix enables applicants to identify certain works and activities that can occur on waterfront land and in riparian corridors Applicants should note that the matrix relates to controlled activity approvals under the WM Act only They are still required to comply with other relevant government legislation such as threatened species flood planning levels and fisheries guidelines
Table 2 Riparian corridor matrix
Detention basins
Road crossings Stream order
Vegetated Riparian
Zone (VRZ)
RC off-setting for non
RC uses
Cyclewaysand paths
Only within 50 outer VRZ
Online
Stormwater outlet
structures and
essential services
Stream
realignment
Any Culvert Bridge
1st 10m
2nd 20m
3rd 30m
4th + 40m
Key Stream order The watercourse order as classified under the Strahler System based on 125000 150000 or 1100000 topographic maps whichever is the smallest scale available A full list is provided at Part 2 Schedule 2 of the Water Management (General) Regulation 2011 Vegetated riparian zone (VRZ) The required width of the VRZ measured from the top of the high bank on each side of the watercourse Riparian corridor (RC) off-setting for non RC uses Non-riparian uses such as Asset Protection Zones are allowed within the outer 50 per cent of the VRZ so long as offsets are provided in accordance with the averaging rule as seen in Figure 3
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Cycleways and paths Cycleways or paths no wider than four metres total disturbance footprint can be built in the outer 50 per cent of the VRZ Detention basins Detention basins can be built in the outer 50 per cent of the VRZ or online where indicated Refer to the Office of Waterrsquos Controlled activities Guidelines for outlet structures and Controlled activities Guidelines for instream works Online basins must be dry and vegetated be for temporary flood detention only with no permanent water holding have an equivalent VRZ for the corresponding watercourse order not be used for water quality treatment purposes Stormwater outlet structures and essential services Stormwater outlets or essential services are allowed in the RC Works for essential services on a fourth order or greater stream are to be undertaken by directional drilling or tied to existing crossings Refer to the Office of Waterrsquos Controlled activities Guidelines for laying pipes and cables in watercourses and Controlled activities Guidelines for outlet
structures
Stream realignment Indicates that a watercourse may be realigned Refer to the Office of Waterrsquos Controlled activities Guidelines for instream works
Road crossings Indicates permitted road crossing methods Refer to the Office of Waterrsquos Controlled activities Guidelines for watercourse crossings and NSW DPI policy and guidelines for fish friendly waterway crossings for Class 1 and 2 waterways
What is the averaging rule Non riparian corridor works and activities can be authorised within the outer riparian corridor so long as the average width of the vegetated riparian zone can be achieved over the length of the watercourse within the development site That is where appropriate 50 per cent of the outer vegetated riparian zone width may be used for non-riparian uses including asset protection zones recreational areas roads development lots and infrastructure However an equivalent area connected to the riparian corridor must be offset on the site (see Figure 3) and the inner 50 per cent of the vegetated riparian zone must be fully protected and vegetated with native endemic riparian plant species
Bridges cycleways paths stormwater oulets and other essential services do not need to be offset but must comply with the requirements set out in the riparian corridor matrix (Table 2) and other relevant Office of Water controlled activities guidelines Offline detention basins do not need to be offset so long as there is an equivalent VRZ for the corresponding watercourse and they are built in compliance with the Office of Waterrsquos Controlled activities Guidelines for watercourse crossings and Controlled activities Guidelines for in-stream works If a proposed basin will not have an equivalent VRZ for the corresponding watercourse it may still be built in the outer 50 per cent of the VRZ but must be offset
The averaging rule should generally be applied to cleared waterfront land Development proposals involving waterfront lands that contain existing native vegetation should seek to preserve that riparian vegetation in accordance with the minimum riparian corridor requirements outlined in Table 1 Figure 3 Averaging rule
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Controlled activities on waterfront land - Guidelines for riparian corridors on waterfront land
5 NSW Office of Water July 2012
Applications for controlled activity approvals Applications for controlled activities approvals should be informed by the riparian corridor matrix shown in Table 2 and prepared using the Application for a Controlled Activity Approval for works on waterfront land form and the Guideline for completing an application for a Controlled Activity Approval
Other controlled activity guidelines are available on the Office of Water website and outline relevant considerations for applicants when proposing activities and works on waterfront lands
Streamlined assessment Where applications are presented in accordance with the riparian corridor matrix (Table 2) and other Office of Water controlled activity guidelines they will be assessed under a streamlined process This may decrease the amount of time it takes the Office of Water to make a determination saving applicants time and money
Applications that do not conform to the matrix andor relevant Office of Water controlled activity guidelines will continue to be subject to merit assessment to ensure that the proposals meet the requirements of the WM Act All applications will still need to demonstrate that minimal harm will occur to waterfront land before a controlled activity approval will be issued
Where do I go for additional information Find out more about controlled activities at the Office of Water website wwwwaternswgovau
Contact us Contact a water regulatory officer as listed on the Office of Water website wwwwaternswgovau free call the licensing information on 1800 353 104 or email informationwaternswgovau
copy State of New South Wales through the Department of Trade and Investment Regional Infrastructure and Services 2012 You may copy distribute and otherwise freely deal with this publication for any purpose provided that you attribute the Department of Trade and Investment Regional Infrastructure and Services as the owner
Disclaimer The information contained in this publication is based on knowledge and understanding at the time of writing (June 2012) However because of advances in knowledge users are reminded of the need to ensure that information upon which they rely is up to date and to check currency of the information with the appropriate officer of the Department of Primary Industries or the userrsquos independent adviser
Published by the Department of Primary Industries a division of NSW Department of Trade and Investment Regional Infrastructure and Services
NOW 12_136_e
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 5
Report on EEC Impacts Project Approval Document Schedule 6 Condition 5 c
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of2010
Casuarina glauca
Acacia parramattensis
Eucalyptus amplithornlia
Eucalyptus moluccana
DELLARA PTY LTDProposed Orchard Hills Facility
Response to ltem 1(e)in Short Minutes of Order - 12 May 2011
in the Land and Environment CourtProceeding No 1 0928 of 201 0
INTRODUCTION
Point 1(e) in Short Minutes of Order nominates the following
Riparian Zone and EEC
(e) Provide information on the impacts of dust surface water and
groundwater upon the vegetation within the riparian zone and EECwithin the conservation zone both on and off the Project Site
Based on detail provided by NPWS 119971 the Blaxland Creek riparian zone within and
outside the Project Site comprises tree and shrub vegetation including
Mel aleuca line ar iithornliaBursaria spinosa and
Grevillea juniperina
plus a range offerns and other grass and herb groundcover species
The adjoining endangered ecological community west of the Project Site (on Commonwealth
land) |NPVS 1997] comprises tree and shrub vegetation including
Acacia decurrens Breynia oblongifolia
Eucalyptus moluccana Phyllanthus virgatus
Meleleuca lineariifolia Acacia elongata
Melaleuca stypheloides Acaciafalcata
Melaleuca nodososlash
Dodonaea viscosa subsp cunesta
Bossiaea prostrata and
Eremophila debilis
Astroloma humifusum Pultenqea microphylla
plus a range ofgrass and herb groundcover species
I have set out below the impacts that I consider will occur on the vegetation within both theBlaxland Creek riparian zone and the adjoining endangered ecological community
DUST IMPACTS
Dust which accumulates in high concentrations on plant leaves can have the effect ofinterfering with photosynthesis by reducing the amount of light reaching the photosynthetic
apparatus of the leaves and increasing leaf temperature In addition dust can have an impacton water vapour loss by preventing the leaf stomates from closing as they would normally do
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of2010
DELLARA PTY LTDProposed Orchard Hills Facility
Reference to PAE Holmes [2011] identifies that predicted total deposited dust levels in thevicinity of the subject vegetation communities would be in the order of 2 to 8gmm2 permonth (Scenario 1) and 2 to 4gmlm2 per month (Scenario 3) These levels include ihebackground deposited dust levels and the^predicted contribution from the facility It isnoteworthy that the higher level of Sgmlmlmonth would only be applicable at the closestpoint of the Blaxland Creek riparian vegetation and then it would only occur for the durationof activities represented by Scenario 1 ie only for a 6 month period during siteestablishment
Doley 12006] quotes Farmer [1993] as showing that direct physical impacts on vegetationbecame apparent at relatively high surface loads [eg gt Tgmlm] On the other handchemical effects of reactive materials such as cement dust may become evident at rate ofdeposition of 2gmlmz Dusts containing chemically reactive materials such as sulphates ornitrates can also have major impacts on vegetation tissue
Holmes [Henschke perscomm Muy 2011] also indicates that the dust likely to be generatedfrom activity at the site would be relatively inert mineral material rather than dust that has adeleterious impact on plant tissue by virtue of its chemical properties
The rate of dust deposition resulting from proposed activity ^at
the Orchard Hills site iscalculated by PAE Holmes [2011] to be of the order of 2-8 gmmper month
The potential rate of dust deposition calculated by PAE Holmes [2011] also assumes that thereceptive surface collects and retains all of the deposited dust and is based on collections in adust gauge from which no material can escape In practice this would not be the case sincedust is removed from leaf surfaces in the field by wind action the flexing of branches andby incident rainfall with the consequence that large proportions of any potential dust wouldnot accumulate on leaf surfaces at all or for any length of time
In this regard it is interesting to note the work of Keller and Lamprecht fcited by Doley20061in vegetation adjacent to a busy unsealed highway in the Alaskan tundra showed thatover 850o of deposited dust may be dislodged
Table 1 contains records from the Bureau of Meteorology site at Orchard Hills TreatmentWorks that show that rainfalls of gt1mm are received between 5 and 8 times each monthduring the year with a total ofjust over 76 days per year when such falls are recorded
Rainfalls of gtlmm would be sufficient to remove most of the dust from all but the mosthorizontally-orientated leaves As a consequence the levels of dust accumulation calculatedby PAE Holmes [2011] would be somewhat lessened in their magnitude generally speakingby the impacts of rain and wind on the vegetation surfaces Dust would accumulate to somedegree for a few days and then effectively be removed following wind or rain events
The amount of dust that is deposited on the leaves of growing plants is affected by theorientation of the leaves their age their surface roughness surface waxiness and wettability
For instance most eucalypt leaves are erect or pendulous in orientation rather than horizontalin presentation fGMCunningham pers obs Doley 2006] As such these leaf surfacesprovide a difficult medium for dust accumulation per se or for dust to create a debilitatingproblem
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GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of 2010
DELLARA PTY LTDProposed Orchard Hills Facility
Table IRainfafl Observations from Orchard Hills Treatment Works Iacute1970-20111
Month Mean Rainfallfmml
Mean Number ofRain Davs
January 1017 83
Februarv 1113 85
March 894 77
April 625 62
May 641 59
June 520 49
Julv 375 43
Auqust 398 38
September 365 51
October 563 69
November 758 78
December 723 72
Total 801 1 766Source Bureau of Meteorology website - 16 May 201 1
The other main native tree and shrub species within the Blaxlands Creek and adjoiningDefence lands at Orchard Hills are listed above These species also have generally verticalnear vertical or pendulous leaf orientations that serve to reduce dust accumulation and thusany impact on plant growth
In the light of the above considerations I conclude that there would not be any deleteriousimpacts on the vegetation of Blaxland Creek or the adjoining Defence lands from dustpotentially generated within the Project Site
SURFACE WATER IMPACTS
Reference to GSS EnvironmentaliBMTWBM (2010) and GHDGSS Environmental (2011)
identifies that no contaminated water would flow from the Project Site towards theendangered ecological community on the western side of the Project Site It is noted that thesite stormwater management system addresses sediment-laden runoff from disturbed areas
not in contact with emplaced waste and is specifically designed and maintained in separation
to the cell leachate management system Similarly the same report identifies that a range ofsuitably sized dams (in accordance with the Blue Book) would be constructed to containsurface water run off from the outer slopes of the northern and eastern faces Stormwaterrunoff inside the facility will be managed by a series of internal sediment dams within thecells (including treatment where required) which is preferentially used internally for aspects
such as dust suppression Vater surplus to usage requirements meeting required water qualitycriteria may be transferred to external sediment Dam 2 for monitored licenced discharge inaccordance with an EPL noting this is also downstream of the EEC Consequentlyconcentrations of suspended solids would be sufficiently low so as not to adversely affecteither water quality within Blaxland Creek or the adjoining riparian vegetation
In light of the proposed surface water management controls referred to above neither theendangered ecological community nor Blaxland Creek riparian vegetation will be adverselyaffected by the proposed project
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GEOFF CUNNINGHAM DELLARA PTY LTDResponse to Point 1(e) Proposed Orchard Hills FacilityLampE Court Proceeding No 10928 of2010
GROUNDWATER IMPACTS
Reference to Aquatena Consulting (2010) confirms that the installation of clay linedemplacement cells (with leachate management) and the inherently low permeability of thesurrounding claylshales that groundwater beyond the Project Site will not be adverselyaffected by the project Consequently the adjoining endangered ecological community andthe Blaxland Creek riparian vegetation will not be adversely impacted upon by the project
REFERENCES
Aquaterra Consulting Pty Ltd [20101 - Cell Design and Groundwater Assessmentprepared on behalf of Dellara Pty Ltd (Part2 of the Specialist Consultant Studies
Compendium)
Doley [20061 - Airborne Particulates and Vegetation Review of Physical Interactions CleanAir and Environmental Quality a0 p)36-42
Farmer AM [1993] - The Effects of Dusts on Vegetation - a Review EnvironmentalPollution 7963-75
GHDGSS Environmental (2011) - Report on Additional Information prepared for DellaraPty Ltd v Minister for Planning and Anor - 19 l|4ay 20Il
GSS Environmental BMT WBM [2010] - Surface Water Assessment prepared on behalfof Dellara Pty Ltd (Part 3 of the Specialist Consultant Studies Compendium)
Kellero J and Lamprecht R [1995] - Road Dust as an Indicator for Air PollutionTransport and Deposition An Application of SPOT imagery Remote Sensing of theEnvironmenI54 I-I2
NPWS l99ll Urban Bushland Biodiversity Survey of Vyestern Sydney FloraAppendices 3 NSW National Parks and Wildlife Service Hurstville
PAE Holmes [2011] - Supplementary Air Quality Assessment - Modified Preferred Project
- Orchard Hills Waste amp Resource Management Facility prepared for Dellara Pty Ltd - 18
May 2011
Geoff Cunningham B ScAgr fHons] FAIAST
Managing Director and Principal Ecologist and Soil Scientist
Geoff Cunningham Natural Resource Consultants Pty Ltd
19th May 2011
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Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 6
Reconciliation of the Requirements of Schedule 7 of the Project Approval
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Page1of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND
OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
A Minimum design requirements for CampI Waste stockpile buildingstormwaterleachate systems The CampI Waste Stockpile building must include the following measures unless otherwise approved by the EPA
a Stormwater management measures
i The design of the CampI storage facility stormwater conveyance system must be for the 20 year ARI stormwater event and discharge to stormwater management system (SMS)
ii The sediment dams storage for the SMS is are to be designed for a 90th percentile 5 day rainfall event to ensure that stormwater and leachate are not mixed The conveyance system is to be designed for the 20 year ARI stormwater event
b Leachate management measures
i Washdown water from within the CampI Waste Stockpile building is to be separated from stormwater and managed as leachate
ii The SMS and the LMS must be completely separate around the border of the CampI waste stockpile building
iii The concrete floor must be designed to support the mass of CampI waste and to shed washdown water to the LMS The concrete floor must have a slope to facilitate flows of washdown water into the leachate management system (LMS)
Items A a and b have been addressed in the design of the CampI Waste Stockpile Building shown in the Appendices of the LEMP specifically Drawing Vaughan Construction SK010D ndash Design and Operation of the CampI Warehouse showing Material and vehicle movements Items A a and b have been addressed in the design of the CampI Waste Stockpile Building shown in the Appendices of the LEMP specifically Drawing Vaughan Construction SK010D ndash Design and Operation of the CampI Warehouse showing Material and vehicle movements
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Page2of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
B Minimum design requirements for Gas collection systems
a The lateral collection pipes of the gas collection system are to be located not more than 50m apart
b Chimney drains are to be no more than 200 metres apart and must comprise non calcareous granular material with a permeability greater than 1x10-3 msec
c Chimney drains will be installed on the side liner to facilitate gas venting and prevent perching of leachate
d The landfill gas management system should be designed in accordance with the Handbook for the design construction operation monitoring and maintenance of a passive landfill gas drainage and biofiltration system UNSW and GHD NSW DECCW March 2010 unless otherwise approved by the EPA
SeeAuditTask18ndashLandfillEnvironmentalManagementPlanspecificallysection410andAuditTask7ndashAirQualityandGreenhouseGasManagementPlanSeeSection25oftheLandfillEnvironmentalManagementPlan(LEMP)
C Minimum design requirements for Cell liners
a The clay basal liner within each cell must
i Extend up the side of the quarry wall for at least 2m to provide for capture of leachate and prevent leakage at the join of the HDPE side liner and the clay base liner
ii Achieve an infiltration rate equivalent to or less than 90cm of compacted clay with a maximum permeability of 1 x 10-9 msec
iii The extension of the clay liner up the side of the quarry wall
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
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Page3of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
shall be of equivalent thickness (when measured perpendicular to the liner surface) and permeability as the basal liner
iv Refer to additional conditions regarding cell 2 below
b A groundwater depressurisation system (as described in Appendices of the (Revised) Overview Report for the Further Modified Project Report (Ex Z in Appeal No 10928 of 2010) accompanying the Further Modified Preferred Project Report (Ex Z in Appeal No 10928 of 2010) must be installed between the landfill cell liner and the natural geology where the cells are below the ground level The design for the groundwater depressurisation system must be included in the design for the landfill cells and accompany the application for the EPL
c The HDPE side liner must
i Overlap with the basal clay liner (which must extend up the side wall for at least 2m)
ii Be placed against an appropriate geotextile cushion material against the side of the quarry wall
iii If in the opinion of a certified CQA assessor the HDPE will be damaged by the roughness of the inside wall surface then a composite clay-HDPE liner system must be placed against the entire quarry wall unless otherwise approved by the EPA
iv Have a minimum thickness of 15mm and conform to the relevant Australian Standards
d Geotextile must be placed on either side of the HDPE side liner
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
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Page4of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
e All cell construction works are to be assessed by the CQA assessor and certified as suitable before emplacement of waste begins
f All cells and sub cells must include an active leachate extraction or drainage system as per Section 284 of the FMPPR
SeeAuditTask1‐DetailedEngineeringPlansspecificallydrawing21‐25736‐C009AuditTask18ndashLandfillEnvironmentalManagementPlan(specificallysection453Cell1leachatebarrierandcollectionsystem)
D Minimum design requirements for Capping
a The capping design must be the modified cap design incorporating a geomembrane liner and drainage layer (as specified in Table 24 of the FMPPR) (note that the drainage layer is not optional)
b The drainage layer permeability must be greater than 1x10-3 msec The aggregate used in the drainage layer must not include crushed concrete
c The sealing clay layer must be a minimum of 600mm thick and have a permeability of not greater than 10 -8 msec
d The subsoil layer must be a minimum thickness of 750mm
e The bund walls on the north eastern and eastern boundaries of the site must be conditioned as part of the site development works and before any waste is placed on the site
f All barrier and drainage layers including geomembrane must be the
Seesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeplansinAppendicestoBundwallLandscapingandVMPandRehabilitationPlan
1 SiteEstablishmentndashRehabilitationandLandscapingPlanDrawingNoPL201709Adated10January2017
2 LandformandRehabilitationLandscapingPlanDrawingNoPL201710Adated10January2017
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Page5of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
subject of approval by the EPA
E Minimum design requirements for Cell 2 An additional groundwater depressurisation layer behind the HDPE side liner of Cell 2 must be installed if required to relieve groundwater pressure caused by the increase in depth
ThisrequirementisnotrelevantuntilplansforStage2(Cell2)aresubmittedfollowingthecompletionofStage1(Cell1)
F Landfill operational requirements
1 In addition to the leachate management system specifications indicated above the landfill operation must comply with the following requirements to ensure that leachate is minimised and that leachate is separated from stormwater throughout the operation of the Project unless otherwise approved by the EPA
a The active landfilling face must not exceed 420 m2 in plan area at any time
b The daily cover must be placed on the active landfill area to a minimum thickness of 150mm The area of landfilled waste with daily cover should not exceed 1ha
c The active cell must be covered with intermediate cover of clay rich soil to a minimum thickness of 300mm should it not be landfilled within 90 days of placement of daily cover
d The combined area of daily cover and intermediate cover should not exceed 3 ha at any one time excluding temporary batter slopes and any sub-cell that is undergoing final capping and revegetation unless otherwise approved by the EPA
SeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)
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Page6of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
e Batter slopes must be covered with intermediate cover where exposed for more than 90 days The final capping and revegetation works of any subcell should be completed within 3 months of all of the landfilled waste in that subcell reaching the approved final landform unless otherwise approved by the EPA
f The cell must be progressively capped with the final capping profile as per condition D(a-f) of Schedule 7
g The active landfilling faces must be bunded to prevent run-off and run-on of stormwaterleachate from the exposed waste
h Collect and extract stormwater runoff from daily and intermediate covered areas and discharge this water as stormwater subject to testing and compliance with the specifications in the EPL
i All leachate drainage and capping drainage material must achieve a permeability of greater than 1x10-3 msec and comprise non calcareous granular material
j The leachate head is to be monitored as part of the monitoring program
k The leachate head on the liner system should not exceed 300mm above the cell floor throughout the operation of the facility unless leachate is required to be stored in the landfill under extreme wet weather conditions
SeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)andSeeplansinAppendicestoBundwallLandscapingandVMPandRehabilitationPlan
SiteEstablishmentndashRehabilitationandLandscapingPlanDrawingNoPL201709Adated10January2017andLandformandRehabilitationLandscapingPlanDrawingNoPL201710Adated10January2017
SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeeSection5oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)
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Page7of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
l If the leachate head exceeds 300mm additional leachate extraction measures are to be implemented immediately to reduce the leachate head to acceptable level
m The Leachate Management Plan must include contingency measures in the event of failure or severe storm event or excess leachate volumes greater than the modelled predictions or fugitive leachate emission
n During site establishment the material within the dam in the Cell 1 area is to be treated as follows
i Water is to be tested prior to pumping and appropriately disposed of
ii Sediment is to be tested classified and appropriately disposed of
iii Testing procedures are to be carried out in accordance with EPA procedures and for EPA analyte list
Seesections510and511oftheAuditTask18ndashLandfillEnvironmentalManagementPlan(LEMP)SeeAuditTask8ndashSoilWaterandLeachateManagementPlanSeeAuditTask20ndashStormwaterDewateringManagementPlanapprovedbytheEPA7March2017
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Page8of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
G Waste inspection procedures 1 Detailed waste screening procedures for all waste received at the site and all waste extracted from bund walls are to be prepared and implemented to ensure that all waste meets the classification of general solid (non-putrescible) or special waste for asbestos recovered from the on-site bunds The procedures must include
a Visual inspection of all received waste
b All staff members that monitor the site entrance shall be trained in the identification and classification of solid waste Vehicles with unacceptable loads of waste will be refused entry to the site
c Require documentation for all soils received from the site to confirm their origin
d Random sampling and testing of soils to confirm that they meet the classification of general solid (non-putrescible) waste
e Prominent signage at the entrance to the landfill defining acceptable wastes and directing users to contact the gateperson for information regarding disposal of other wastes
f Random daily inspection of vehicles entering the landfill All vehicles suspected of containing unacceptable waste will be refused permission to deposit waste until the waste is verified as being acceptable Staff shall require and collect appropriate evidence from the driver of the vehicle eg test certificate approvals etc as appropriate as verification that the waste is acceptable
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
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Page9of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
g Directing vehicles with unacceptable wastes to an appropriate disposal facility
h Random monitoring and inspection of wastes as they are discharged from vehicles at the waste disposal areas by site personnel All waste suspected of being unacceptable will be segregated and checked as to its acceptability eg by detailed inspection andor testing as deemed appropriate by site staff
i Monitoring of the deposited waste during spreading compaction and covering at the landfill or stockpiling at the site All waste suspected of being unacceptable will be segregated and checked to determine its acceptability eg by detailed inspection andor testing as deemed appropriate by site staff and
j Recording of all incidences of identification of unacceptable wastes in the sitersquos daily log The record will include
i Details of the waste eg type
ii Source of the waste eg vehicle identification driver identification and generator of the waste
iii Recommended waste management facility(s)
iv Result(s) of contacting the waste management facility and
v Date contacting the EPA
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
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Bingo IndustriesNov 01 2017 1837
Page10of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
k In the event that unacceptable waste is identified in an incoming vehicle the vehicle will be refused entry re-directed and details of the incident recorded as described above Site personnel will advise the driver of the vehicle of appropriate waste management facilities or to contact the EPA for advice on appropriate management of the unacceptable waste
l In the event that unacceptable waste is identified during deposition by a vehicle staff will immediately segregate and contain the waste away from the active landfilling area or recycling amp re-processing area Site personnel will record the details of the waste such as type the source and the vehicle and driver identification Site personnel will advise the driver of the vehicle that the waste is not acceptable and may load the waste back onto the vehicle where practical and safe to do so The vehicle will then be escorted from the landfill by Site personnel Site personnel will advise the driver of the vehicle to contact the EPA for advice on the appropriate management of the unacceptable waste
m In the event that unacceptable waste is identified during the spreading and compaction of deposited waste or stockpiling at the site site personnel will segregate and contain the waste away from the active waste disposal or recycling amp re-processing areas Site personnel will make all practical efforts to identify the source of the waste including
i Inspecting the waste for possible identification labels on containers and
ii Identifying the type of waste and consequently the possible
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
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confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Page11of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
sources
n Site personnel will contact the EPA to confirm appropriate management options and will document the final disposition of the unacceptable waste in accordance with the EPAs requirements
o In the case of asbestos and other waste contained in the bund walls a screening procedure must be developed based on information contained in the Preliminary In-Situ Waste Classification dated September 2009 to identify the procedures for ensuring all extracted waste from the bunds is appropriately classified and managed This procedure should be implemented before waste activities commence at the site
SeeSection5ofAuditTask18ndashLEMPndashinparticularsections545556aswellastheundertakingtodevelopanEMSinaccordancewithISO14001
H Surface water and groundwater management
1 A minimum total of seven groundwater observation bores will be drilled around the perimeter of the facility as part of the site establishment works Bore construction will be in accordance with EPA requirements and sampling will be carried out in accordance with monitoring plan in the LEMP and in accordance with the EPL
2 Prior to commencement of waste emplacement the groundwater will be sampled and monitored for an EPA approved analyte list using the bores to establish background conditions in surface water and groundwater
3 Groundwater will be sampled and monitored throughout the operation of the facility and post closure for as long as deemed necessary by the EPA and at intervals specified by the EPA
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwells
Page 125 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Page12of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
4 Stormwater runoff from intermediate cover areas (minimum 300mm thick) and bunded areas of the cell floor will be isolated from contact with the waste and will be collected and pumped from the landfill area and treated as stormwater in the stormwater management system
5 Surface water runoff and leachate must be kept separate at all times To ensure this occurs the applicant is to ensure the control and mitigation measures referred to in the surface water report of GSS are to be incorporated into the design and implemented during each stagephasecell of the development including but not limited to
a Construct sedimentation dams for sediment-laden runoff
b The surface water management system is to include measures to treat run off to where required to reach acceptable discharge under the EPL according to guidelines from Managing Urban Stormwater - Soils and Construction Manual (DECC 2004) and EPA requirements
c Re-use water from sedimentation dams for dust suppression and revegetation
d Water discharged from site via a licensed discharge point where its quality is monitored
e Temporary erosion and sediment control measures to be installed during construction
f Clean runoff is must be directed away from disturbed areas
AuditTask8ndashSoilWaterandLeachateManagementPlan
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confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Page13of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
g Maintenance of sediment control structures
h Contingency procedures for breaches and cross-contamination between stormwater and leachate
6 Only stormwater is to be reused onsite for dust suppression and revegetation with excess stormwater managed and treated where required for monitored licensed discharge
7 The Stormwater Soil Water and Leachate Management Plan must identify the location of licensed discharge points for stormwater and monitoring parameters and frequency of monitoring
8 The stormwater system must be designed in accordance with the Managing Urban Stormwater ndash Soils and Construction Manual (the ldquoBlue Bookrdquo) ndash DECC 2004
9 Monitoring requirements for surface water and groundwater (parameters and frequency) must be included in the Plan
AuditTask8ndashSoilWaterandLeachateManagementPlan
I Monitoring
1 All groundwater piezometers must be installed around the site as per Annexure 5 in Appendix 1 contained the Cell Design and Groundwater Assessment (Aquaterra 2010) These piezometers must be installed and appropriately sampled during site establishment and before any waste is received at the site to determine background groundwater characteristics (groundwater quality and groundwater flow conditions)
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwells
Page 127 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Page14of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
2 The piezometers must be sampled during the detailed engineering design and site establishment phases to identify and confirm background groundwater characteristics and clarify the connectivity between groundwater and the creek
3 The operator must engage an independent party (or parties) to monitor the following during the life of the project in accordance with the LEMP and the EPL
a Groundwater levels and quality
b Leachate levels in cells and quality
c Leachate levels in dams and quality
d Surface water quality at offsite discharge point
e Cover and capping operations on waste cells
f Background groundwater characteristics and
g Clarify the connectivity between the groundwater and Blaxland Creek
Constructionandsamplingofthesegroundwaterobservationbores(piezometers)willbeundertakenduringSiteEstablishmentworksasperTheSoilWaterandLeachateManagementPlan‐section732MonitoringparametersandmethodologywithaminimumoffourroundsofmonitoringbeingundertakenItisalsonotedthattheseboresarealsogasmonitoringwellsInadditionseeAuditTask18‐LEMPsection493
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confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Page15of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
4 Leachate modelling must be validated through independent assessment and monitoring of leachate flows levels and volumes in leachate storage ponds
5 If validation assessment of the leachate model indicates excess leachate storage is required then potential contingency arrangements must be developed and implemented to the satisfaction of the EPA If directed by the EPA further waste receipt must be suspended until the EPA is satisfied with the arrangements
6 Results of leachate validation assessment compared to the model provisions must be provided to the EPA upon request
GroundwaterMonitoringPlanisincludedinAuditTask8ndashSoilWaterandLeachateManagementPlan
J Construction Quality Assurance Plan
1 A Construction Quality Assurance Plan (CQA) must be prepared and implemented for the entire site including development works cell construction stormwater and leachate management measures capping and post closure rehabilitation
2 The CQA plan must include provisions for the following in accordance with the POEO Act
a Sources of construction material
b Testing of construction materials
c Inspection and testing procedures for constructed cell liners (basal and side)
SeeAuditTask22ndashConstructionAssuranceQualityPlan
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confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Page16of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
d Construction methodology for compacting clays including number of lifts and moisture conditioning for each cell
e Inspection and testing procedures for HDPE and geomembrane liners
f Rectification of non conforming components
g Certification sign off by suitably qualified assessor on the completion of each of the specified works
h An independent certification report must be prepared to confirm that each of the specified works were completed as required and in accordance with the CQA plan and any EPL conditions This report is to be submitted to the EPA at the completion of each of the specified works
i The CQA plan must be included in the LEMP
j Contingency measures in the event of failure or sever storm event or fugitive leachate emission and
k Leachate modelling for the Project must be provided to confirm the efficacyadequacy of the proposed final leachate management and surface water management design and incorporated into the SWLMP
SeeAuditTask22ndashConstructionAssuranceQualityPlan
Page 130 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Page17of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
K Minimum Design Requirements for Rehabilitation and Post Closure Management
1 The cap design must include a drainage layer
2 Appropriate vegetation must be properly established on site and cap
3 Erosion must be controlled and managed
4 Surface water runoff must meet discharge water quality requirements as specified in the surface water assessment dated February 2010 prepared by GSS Environmental and the EPL
5 Surface water and testing must be incorporated into the monitoring plan of management
6 The final landform height and profile is not to exceed the height and shape specified in Figure 220 of the FMPPR
SeeAuditTasks12and15ndashBundwallLandscapingandVegetationManagementPlanandRehabilitationPlanThisPlanacknowledgesthecappinglayerspecifiedintheFMPPRHoweverStage1ofoperations(uptothecompletionoftheexcavationofcell1isnotlikelytoinvolvetheconstructionoffinalcappingInterimfinalcappingwillbeusedalongwithstaticloadingwithmaterialstockpilestominimizethepotentialforsettlementSeeAuditTask8ndashSoilWaterandLeachateManagementPlanandAuditTask18LEMPAuditTask8ndashSoilWaterandLeachateManagementPlanandAuditTask18LEMPDetailshavebeenincorporatedinAuditTask1ndashDetailedEngineeringPlans
Page 131 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Page18of18ReconciliationoftheRequirementsofSchedule7ofProjectApproval
SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS
CommentsndashwhereminimumdesignrequirementsareaddressedinReportsanddocumentation
7 In order to ensure there is no need to increase the height of the landform any settlement areas that may result in ponding of surface water will need to be backfilled and this process will continue until the EPA determines that the facility is stable and does not represent a risk to human health or the environment The following actions must be undertaken
a Regular maintenance of slopes through backfilling and revegetation of settled areas to prevent ponding of water and facilitate runoff and
b All backfilling activities are to be undertaken with subsoil of the same composition as proposed subsoil (on site clays) referred to the in the cap profile
8 Regular inspection and reporting by an independent suitably qualified assessor on an annual basis to assess the integrity of the cap the grade and the existence of differential settlement areas where ponding could occur
9 All reports identified above are to be provided to the EPA and relevant certifying bodies within four weeks of the inspection date Reports are also to be made publicly
10 Monitoring is to continue until the EPA determines the facility is stable and no longer represents a risk to human health or the environment
SeeAuditTasks12and15ndashBundwallLandscapingandVegetationManagementPlanandRehabilitationPlanThisPlanacknowledgesthecappinglayerspecifiedintheFMPPRHoweverStage1ofoperations(uptothecompletionoftheexcavationofcell1isnotlikelytoinvolvetheconstructionoffinalcappingInterimfinalcappingwillbeusedalongwithstaticloadingwithmaterialstockpilestominimizethepotentialforsettlement
Page 132 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
Huon Designs June 2017
Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan Patons Lane Resource Recovery Centre Orchard Hills
Attachment 7
Response from Agencies
Page 133 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
From Irene ZingerTo davidwhitepatonslanecomauCc John GaleaSubject OUT1710124-DPI Water response - PLRRC Bund Wall Landscaping and Vegetation Management Plan and
RehabilitationDate Monday 6 March 2017 90041 PMAttachments OUT17_10124 DPI Water response - PLRRC Bund Wall Landscaping and Vegetation Management Plan and
Rehabilitationpdf
Hi David
Please fiend enclosed DPI Waters comments
For further information please contact John Galea Water Regulation Officer ParramattaOfficer telephone 8838 7520 or email johngaleadpinswgovau
Best regardsIrene
Irene Zinger | ARegional Manager - MetroWater Regulation OperationsNSW Department of Primary Industries - WaterLevel 11 10 Valentine Avenue | Parramatta NSW 2150PO Box 3720 | Parramatta NSW 2124T 02 9842 8513 M 0419 406416 F 02 9895 7501E irenezingerdpinswgovauW wwwdpinswgovau wwwindustrynswgovau
This message is intended for the addressee named and may contain confidential information If you are not the intended recipientplease delete it and notify the sender Views expressed in this message are those of the individual sender and are not necessarilythe views of their organisation
Page 134 of 136
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837
confidentialRon Chio
Bingo IndustriesNov 01 2017 1837