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



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







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







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







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







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







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







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







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







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


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







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







Figure 3 ndash Site Establishment

Source ndash Figure 26 Further Modified Project Report







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





Huon Designs June 2017


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







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







Figure 5 ndash Cell 1 General Layout

Source ndash Drawing GHD 21-25736-C003







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










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










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










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










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










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


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








Table 1B Project Approval and Consent Conditions Rehabilitation Plan


Project Approval Consent Condition specifically for Rehabilitation Plan


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










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


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










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







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







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







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







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







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







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)







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


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


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







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







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







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







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







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







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







Figure 7







Figure 8

Figure 9







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







Figure10







Figure 11







Figure 12







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)







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







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







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







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







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







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







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







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







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








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


square metre 40000 $1000 $50000 $50000 $50000 $40000 $30000 $180000 $400000

Revegetation


square metre 35000 $1000 $60000 $60000 $50000 $5000 $5000 $170000 $350000



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


Bioswales

Shape swales and respread stripped topsoil metre 1000 $3000 $5000 $5000 $20000 $30000








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


square metre 530000 $050 $10000 $10000 $5000 $5000 $5000 $230000 $265000

Weed management


square metre 530000 $100 $20000 $20000 $20000 $10000 $10000 $450000 $530000

Revegetation


square metre 40000 $500 $30000 $30000 $20000 $20000 $20000 $100000 $220000


Totals

Hydromulching

Apply hydromulch to disturbed and completed landforms

square metre 530000 $200 $60000 $60000 $20000 $20000 $20000 $880000 $1060000



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







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






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







Appendix 2

Landform and RehabilitationLandscaping Plan Drawing No PL 201710A dated 10 January 2017







Attachment 1

Approval from DPampE to Stage Plan







Attachment 2

Approval from DPampE for Huon Designs to undertake Plan







Attachment 3

GHD Plans and Cross sections for Bund Reshaping and Related Works







Attachment 4

Survey of Riparian Zone and DPI Water policies and guidelines







Attachment 5

Report on EEC Impacts Project Approval Document Schedule 6 Condition 5 c







Attachment 6

Reconciliation of the Requirements of Schedule 7 of the Project Approval







Attachment 7

Response from Agencies





Appendix 1

Site Establishment ndash Rehabilitation and Landscaping Plan Drawing No PL201709A dated 10 January 2017

Page 58 of 136





Page 59 of 136





Bund Wall Landscaping and Vegetation Management Plan Patons Lane Resource Recovery Centre Orchard Hills

Appendix 2


Page 60 of 136





Page 61 of 136






Attachments 1


Page 62 of 136





~-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





Page 64 of 136





Page 65 of 136






Attachment 2


Page 66 of 136





Page 67 of 136





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





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






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


Page 70 of 136





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






Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition









2 311 Pre Site Establishment Audit

2A

Not required see Column C

2B


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


3B


3C

Not required done by Lead Auditor

4 315Obtaining Licences (EPL) and other

Approvals

4A



4B


4C








Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition









5 33 Dilapidation Report

5A

To be done by registered consultingengineer No formal DPampE approval

endorsement of consultantsrequired by Consent for this task

5B


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)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition









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)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition









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


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)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition









11 439 Landscaping at 202 Luddenham Rd

11A



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)



Huon Designs (Landscape Architectslandform design constructionrestoration and maintenance)

12B

Not required

12C (see 11C)

Alex Fraser Fraser Ecological Consulting(Statutory compliance environmental








Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition









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



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)









Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition









16 51Establishment of Community Liaison

Committee

16A

Diana ForresterOFP Consul ng



16B

Not required

16C

Lead Auditor

17 54 Quarry Operations Management Plan

17A

Mr Greg ThompsonVGT Consul ng



17B

Not required

17C

Phil Towler EMGA Mitchell McLennan(Environmental assessment amp

management)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition









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)


18B

Not required

18C1 (see 1A)

Dr Ian Swane Jacobs(GeotechnicalLand ll)

18C2 (see 5C)


19 51Website Construction and Communications

Plan

19A




19B

Not required

19C

Lead Auditor







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition









20 7Fn Plan for Disposal of Water in Cell 1

20A

Douglas Partners



20B

Not required

20C (see 1A)


20C2 (see 5C)


21 7I Installation and Monitoring of Piezometers

21A (see 1A)

Douglas Partners



21B

Not required

21C (see 1C)

Dr Ian Swane Jacobs(GeotechnicalLandfill)

22 7J Construction Quality Assurance Plan

22A (see1A)

Douglas Partners



22B

Not required

22C1 (see 1C)


22C2 (see 5C)








Attachment 3


Page 81 of 136





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


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





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


SOUTHERN BUNDREFER SK006 - SK008


RRA BUNDREFER SK009

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

REVISED PERIMETER BUNDS

002

C

21-25736

PRELIMINARY

12000

OCT 2016


C REVISED AD 101016

N LEGEND







PROPERTY BOUNDARY




0

SCALE 12000 AT ORIGINAL SIZE

4020 80 100m60

Page 83 of 136





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





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



FMPPR EXTENT OF EXTRACTION




date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199


Plot Date Cad File No11 October 2016 - 1052 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck


PATONS LANE RRC

REVISED NORTHERN BUND

CROSS SECTIONS - SHEET 1

003

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016

NOTES1 BASED ON SURVEY PROVIDED BY MATTHEW

FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED 16-09-08


0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 84 of 136





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













date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



004

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 85 of 136





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












FMPPR EXTENT OF EXTRACTION(INFERRED AT THIS LOCATION)

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199


Plot Date Cad File No11 October 2016 - 407 PM NAUSydneyProjects2125736CADDDrawings21-25736-SK003-006dwgPlotted by Alison Horlyck


PATONS LANE RRC



005

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 86 of 136





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


CELL DESIGN LEVEL


CELL 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)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

REVISED SOUTHERN BUND


006

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 87 of 136





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


CELL DESIGN LEVEL


CELL DESIGN LEVEL


CELL 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


date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



007

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 88 of 136





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



date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



008

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 89 of 136





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




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


TOP OF WASTE



RRA PLATFORM

RRA PLATFORM

RRA PLATFORM

RRA PLATFORM

CELL 3

CELL 3CELL 3

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199


Plot Date Cad File No11 October 2016 - 1054 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK009dwgPlotted by Alison Horlyck


PATONS LANE RRC

NORTHERN RRA BUND


009

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 90 of 136





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



date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

REVISED DESIGN SURFACE

020

A

21-25736

PRELIMINARY

12000

SEP 2016


N LEGEND

DESIGN CONTOURS (1 m INCREMENT)


FREEBURN LAND ENGINEERING amp MININGSURVEYORS DATED AUGUST 2007 AND SEPTEMBER2016




PROPERTY BOUNDARY




0


4020 80 100m60

Page 91 of 136





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



FINAL LANDFORM

DATUM RL -920






NORTHWEST BUND

CELL 1

CELL 1 SUMP TOP OF WASTECLAY SHALE INTERFACESOUTHERN BUND

FINAL LANDFORM


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)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

021

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 92 of 136





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



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



FINAL LANDFORM

DATUM RL -1030

FMPPR EXTENT OF EXTRACTIONFMPPR EXTENT OF EXTRACTION


NORTHEAST BUND

CELL 2


FINAL LANDFORM

CELL 3

CELL 1


FINAL LANDFORM

CELL 2

CELL 1 SUMP NORTHEAST BUNDINDICATIVE TEMPORARY EXCAVATION BATTER



date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

022

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 93 of 136





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



FINAL LANDFORM

DATUM RL -920

FMPPR EXTENT OF EXTRACTION FMPPR EXTENT OF EXTRACTION

CELL 1


FINAL LANDFORM

CELL 3

NORTHEAST BUNDINDICATIVE TEMPORARY EXCAVATION BATTER


date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

023

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 94 of 136





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


SEDIMENT DAM 3B(PRELIMINARY CAPACITY 31 ML SUBJECT TO DESIGN)

OUTLET TO ADJACENT PROPERTY

SEDIMENTDAM 6A(IF REQUIRED)


SPILLWAY

BLAXLAND CREEK

OUTLET TO BLAXLAND CREEK

DUPLICATE CULVERTTHROUGH BUND TO INCASE OF BLOCKAGE

AVERAGE CHANNELGRADE ~ 13






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)





SK


T 61 2 9239 7100 F 61 2 9239 7199


Plot Date Cad File No16 December 2016 - 433 PM G2125736CADDDrawings21-25736-SK010dwgPlotted by Alison Horlyck


PATONS LANE RRC

SURFACE WATER

010

F

21-25736

PRELIMINARY

12000

DEC 2016

E REVISED AD 081216

F REVISED AD 161216

N LEGEND



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






Attachment 4


Page 96 of 136





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


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 DAM 3A

RELOCATED DAM 4A


PYLON EXCLUSIONZONE

PYLON EXCLUSIONZONE

PROPOSED DAM 2A

EXISTING DAM 2

BLAXLAND CREEK

SITE BOUNDARY

SITE BOUNDARY






date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199


Plot Date Cad File No8 December 2016 - 1144 AM NAUSydneyProjects2125736CADDDrawings21-25736-SK026dwgPlotted by Alison Horlyck


PATONS LANE RRC

SURFACE WATER

026

C

21-25736

PRELIMINARY

11000

DEC 2016

B REVISED AD 071216

C REVISED AD 081216

N LEGEND




2 PROPOSED WORKS ARE SUBJECT TO CHANGE BASEDON DEVELOPMENT OF DETAILED DESIGN

DAM




ACCESS ROAD

STORMWATER ARRANGEMENT OVER EXISTING SURVEY

STORMWATER ARRANGEMENT OVER PROPOSED SURFACE


20100 40 50m30

TRANSMISSION LINE EASEMENT

Page 97 of 136





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





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





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

00 of 136






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


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





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





Controlled activities on waterfront land ndash Guidelines for outlet structures on waterfront land


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







NOW 12_136_d

Page 103 of 136






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


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





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





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





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





Controlled activities on waterfront land - Guidelines for riparian corridors on waterfront land


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






NOW 12_136_e

Page 108 of 136






Attachment 5


Page 109 of 136





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

Page 110 of 136







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

Page 111 of 136





GEOFF CUNNINGHAMResponse to Point 1(e)LampE Court Proceeding No 10928 of 2010


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

Page 112 of 136





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

Page 113 of 136






Attachment 6


Page 114 of 136





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

Page 115 of 136






SCHEDULE 7 ndash MINIMUM DESIGN SPECIFICATIONS AND OPERATIONALPOST CLOSURE REQUIREMENTS


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)

Page 116 of 136








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


Page 117 of 136








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


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

Page 118 of 136








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)

Page 119 of 136








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)

Page 120 of 136








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

Page 121 of 136








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








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


Page 123 of 136








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


Page 124 of 136








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


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








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

Page 126 of 136








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


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)


Page 127 of 136








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








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








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


Page 130 of 136








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








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







Attachment 7


Page 133 of 136





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





Level 11 Macquarie Tower 10 Valentine Ave Parramatta NSW 2150 | Locked Bag 5123 Parramatta NSW 2124

t 1800 353 104 | wwwwaternswgovau

Contact John Galea Phone (02) 8838 7520 Email johngaleadpinswgovau Our ref OUT1710124

David White Via email davidwhitepatonslanecomau

Dear Mr White

Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan ndash Patons Lane Resource Recovery Centre

I refer to your email of 6 February 2017 inviting the Department of Primary Industries ndash Water (DPI Water) to comment on the Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan for the Patons Lane Resource Recovery Centre DPI Water has no objections to the proposed management measures outlined in the supplied documents DPI Water encourages the company to undertake the works within the riparian zone of Blaxland Creek as outlined in the document and would like to be kept informed of the progress of these rehabilitation works For further information please contact John Galea Water Regulation Officer Parramatta Officer telephone 8838 7520 or email johngaleadpinswgovau Yours sincerely

Irene Zinger Regional Manager - Metro Water Regulation





Dear Mr White




Page 135 of 136





1

David White | Patons Lane RRC

From Robert Craig ltRobertCraigpenrithcitygtSent Friday 10 March 2017 440 PMTo David White | Patons Lane RRCSubject Bund Wall Landscaping amp Vegetation Management Plan amp Rehabilitation Plan -

123-179 Patons Lane Orchard Hills

David I refer to the recently submitted Bund Wall Landscaping and Vegetation Management Plan and Rehabilitation Plan (final draft as updated 9217) prepared by Rodney Cox of Huon Designs for 123-179 Patons Lane Orchard Hills Councilrsquos Biodiversity Officer and Water Management Officer have reviewed this document and have not raised any issues of concern subject to the proposed works being carried out in their entirety and in a manner consistent with the requirements of the NSW Office of Water Regards Robert Craig Principal Planner E RobertCraigpenrithcity T +612 4732 7593 | F +612 4732 7958 | PO Box 60 PENRITH NSW 2751 wwwvisitpenrithcomau wwwpenrithcitynswgovau

Follow us

Page 136 of 136







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














Appendices Page



Attachments

















12 Overview

















































Figure 2









years)


j )







Figure 1









































Hours of Operation


Saturday8amto2pm












Personnel














acoustic protection










































simultaneously


Internal slopes)






for landscaping)



17 Construct Dam 6









26 Construct Office



















3 Product Bays


5 Small Dam

6 Road network












1A and 1B






















































440e












440e (cont)








































































































































of Site Cover



















































































































Figure 6








Figure 7







Figure 8

Figure 9














Figure10







Figure 11







Figure 12



















Wallaby Grass

































































































25-30 YearsYear 2














Totals

All Site setup




Annual reporting


Yearly item 30 $50000 $500 $500 $500 $500 $500 $12500 $15000

Monthly reporting


Monthly item 360 $10000 $1200 $1200 $1200 $1200 $1200 $30000 $36000 $119000

Yearly total $12700 $11700 $12700 $6700 $2700 $72500


Fencing


Bioswales


Access tracks






Weed management


square metre 15000 $1000 $30000 $30000 $30000 $20000 $15000 $25000 $150000








Totals

Revegetation


square metre 12000 $1000 $40000 $40000 $20000 $2000 $1000 $17000 $120000



square metre 15000 $1000 $30000 $30000 $30000 $20000 $10000 $30000 $150000 $529500

Yearly total $198000 $105500 $80000 $42000 $26000 $78000


Fencing


Bioswales


Access tracks



Slashing


square metre 40000 $050 $10000 $5000 $1000 $500 $500 $3000 $20000

Weed management


square metre 40000 $1000 $50000 $50000 $50000 $40000 $30000 $180000 $400000

Revegetation


square metre 35000 $1000 $60000 $60000 $50000 $5000 $5000 $170000 $350000



square metre 40000 $1000 $45000 $45000 $40000 $10000 $10000 $250000 $400000 $1510000

Yearly total $295000 $280000 $201000 $55500 $45500 $633000



Fencing


Bioswales









Totals




Slashing


square metre 530000 $050 $10000 $10000 $5000 $5000 $5000 $230000 $265000

Weed management


square metre 530000 $100 $20000 $20000 $20000 $10000 $10000 $450000 $530000

Revegetation


square metre 40000 $500 $30000 $30000 $20000 $20000 $20000 $100000 $220000


Totals

Hydromulching


square metre 530000 $200 $60000 $60000 $20000 $20000 $20000 $880000 $1060000



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














Rodney Cox AAILA







Appendix 1









Appendix 2








Attachment 1








Attachment 2








Attachment 3








Attachment 4








Attachment 5








Attachment 6








Attachment 7






Appendix 1


Page 58 of 136





Page 59 of 136






Appendix 2


Page 60 of 136





Page 61 of 136






Attachments 1


Page 62 of 136








Dear Mr White








Yours sincerely







Page 64 of 136





Page 65 of 136






Attachment 2


Page 66 of 136





Page 67 of 136














Page 68 of 136






of 3









Yours sincerely



Page 69 of 136






Page 3 of 3

Attachments





Page 70 of 136






Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










1A








1B

Not required

1C


groundwater)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










2A


2B


2C1


Alternates




3A



3B


3C



Approvals

4A



4B


4C








Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










5A



5B


5C




6A


these works

6B


Management Plan



6C1



Management plan

7A


gas)

7B

Not required

7C








Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










8A1 (see 1A1 4)



8A2


8A3



8B

Not required

8C1 (see 1C)


8C2 (see 52)








Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










9A



9B

Not required

9C


Director)



10A




worked on project



10B

Not required

10C


Engineers)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










11A





11B

Not required

11C




Management Plan

12A (see 11A)




12B

Not required

12C (see 11C)









Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










13A



13B

Not required

13C



14A



14B

Not required

14C

Lead Auditor


15A (see 11A)


15B

Not required

15C (see 11C)









Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










Committee

16A




16B

Not required

16C

Lead Auditor


17A




17B

Not required

17C


management)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










LEMP

18A1 (see 1A1 4)


groundwater)



water soils)


18B

Not required

18C1 (see 1A)


18C2 (see 5C)



Plan

19A




19B

Not required

19C

Lead Auditor







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










20A

Douglas Partners



20B

Not required

20C (see 1A)


20C2 (see 5C)



21A (see 1A)

Douglas Partners



21B

Not required

21C (see 1C)



22A (see1A)

Douglas Partners



22B

Not required

22C1 (see 1C)


22C2 (see 5C)








Attachment 3


Page 81 of 136

















CELL 1 (201 AND 202)

CELL 2 (203 AND 204)

CELL 3 (205)




date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

BULK EARTHWORKS

001

B

21-25736

PRELIMINARY

1100

SEP 2016


B REVISED AD 101016

N LEGEND











Page 82 of 136





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





RRA BUNDREFER SK009

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


002

C

21-25736

PRELIMINARY

12000

OCT 2016


C REVISED AD 101016

N LEGEND







PROPERTY BOUNDARY




0


4020 80 100m60

Page 83 of 136





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



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





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







date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



003

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 84 of 136





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













date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



004

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 85 of 136





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













date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



005

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 86 of 136





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


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


CELL DESIGN LEVEL


CELL 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)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



006

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 87 of 136





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


CELL DESIGN LEVEL


CELL DESIGN LEVEL


CELL 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


date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



007

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 88 of 136





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



date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



008

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 89 of 136





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




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


TOP OF WASTE


TOP OF WASTE



RRA PLATFORM

RRA PLATFORM

RRA PLATFORM

RRA PLATFORM

CELL 3

CELL 3CELL 3

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

NORTHERN RRA BUND


009

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 90 of 136





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





date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


020

A

21-25736

PRELIMINARY

12000

SEP 2016


N LEGEND







PROPERTY BOUNDARY




0


4020 80 100m60

Page 91 of 136







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



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



FINAL LANDFORM

DATUM RL -920






NORTHWEST BUND

CELL 1


FINAL LANDFORM


NORTHWEST BUND

CELL 1


NORTHERN RRA BUND

FINAL LANDFORM

RRA PLATFORM

SOUTHERN RRA BUND


date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

021

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 92 of 136







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



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



FINAL LANDFORM

DATUM RL -1030



NORTHEAST BUND

CELL 2


FINAL LANDFORM

CELL 3

CELL 1


FINAL LANDFORM

CELL 2




date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

022

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 93 of 136






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



FINAL LANDFORM

DATUM RL -920


CELL 1


FINAL LANDFORM

CELL 3



date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

023

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 94 of 136





LOT 4DP 242968

LOT 2DP 586093

LOT 2DP 238092

LOT 42DP 738126

PATONS LANE

PATONS LANE



RRAPLATFORM

CELL 3

CELL 2CELL 1



NORTHEASTERNBUND

NORTHWESTERNBUND


NORTHERN RRABUND

SOUTHERN RRA BUND







HAUL ROAD








SPILLWAY

BLAXLAND CREEK












EXISTING DAM 2

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

SURFACE WATER

010

F

21-25736

PRELIMINARY

12000

DEC 2016

E REVISED AD 081216

F REVISED AD 161216

N LEGEND
















DAM




ACCESS ROAD

ROCK CHECK DAM


Page 95 of 136






Attachment 4


Page 96 of 136





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 DAM 3A

RELOCATED DAM 4A


PYLON EXCLUSIONZONE

PYLON EXCLUSIONZONE

PROPOSED DAM 2A

EXISTING DAM 2

BLAXLAND CREEK

SITE BOUNDARY

SITE BOUNDARY






20

40




PROPOSED DAM 3A

RELOCATED DAM 4A


PYLON EXCLUSIONZONE

PYLON EXCLUSIONZONE

PROPOSED DAM 2A

EXISTING DAM 2

BLAXLAND CREEK

SITE BOUNDARY

SITE BOUNDARY






date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

SURFACE WATER

026

C

21-25736

PRELIMINARY

11000

DEC 2016

B REVISED AD 071216

C REVISED AD 081216

N LEGEND





DAM




ACCESS ROAD




20100 40 50m30


Page 97 of 136





















Page 98 of 136

























Page 99 of 136
















NOW 12_136_b

Page 100 of 136












Page 101 of 136






















Page 102 of 136























NOW 12_136_d

Page 103 of 136


















Page 104 of 136













Total RC width







Page 105 of 136















Detention basins


Vegetated Riparian

Zone (VRZ)


RC uses

Cyclewaysand paths


Online

Stormwater outlet

structures and

essential services

Stream

realignment

Any Culvert Bridge

1st 10m

2nd 20m

3rd 30m

4th + 40m


Page 106 of 136






structures






Page 107 of 136
















NOW 12_136_e

Page 108 of 136






Attachment 5


Page 109 of 136






Casuarina glauca







INTRODUCTION



















Eremophila debilis




DUST IMPACTS



Page 110 of 136


















Page 111 of 136










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











Page 112 of 136






GROUNDWATER IMPACTS


REFERENCES


Compendium)









May 2011




19th May 2011

Page 113 of 136






Attachment 6


Page 114 of 136


















Page 115 of 136




















Page 116 of 136


















Page 117 of 136





















Page 118 of 136


















Page 119 of 136


















Page 120 of 136















Page 121 of 136
















Page 122 of 136


















Page 123 of 136














Page 124 of 136








sources









Page 125 of 136

















Page 126 of 136















I Monitoring



Page 127 of 136


















Page 128 of 136



















Page 129 of 136

















Page 130 of 136
















Page 131 of 136















Page 132 of 136







Attachment 7


Page 133 of 136







Rehabilitationpdf

Hi David



Best regardsIrene



Page 134 of 136









Dear Mr White








Dear Mr White




Page 135 of 136





1





Follow us

Page 136 of 136














Appendices Page



Attachments

















12 Overview

















































Figure 2









years)


j )







Figure 1









































Hours of Operation


Saturday8amto2pm












Personnel














acoustic protection










































simultaneously


Internal slopes)






for landscaping)



17 Construct Dam 6









26 Construct Office



















3 Product Bays


5 Small Dam

6 Road network












1A and 1B






















































440e












440e (cont)








































































































































of Site Cover



















































































































Figure 6








Figure 7







Figure 8

Figure 9














Figure10







Figure 11







Figure 12



















Wallaby Grass

































































































25-30 YearsYear 2














Totals

All Site setup




Annual reporting


Yearly item 30 $50000 $500 $500 $500 $500 $500 $12500 $15000

Monthly reporting


Monthly item 360 $10000 $1200 $1200 $1200 $1200 $1200 $30000 $36000 $119000

Yearly total $12700 $11700 $12700 $6700 $2700 $72500


Fencing


Bioswales


Access tracks






Weed management


square metre 15000 $1000 $30000 $30000 $30000 $20000 $15000 $25000 $150000








Totals

Revegetation


square metre 12000 $1000 $40000 $40000 $20000 $2000 $1000 $17000 $120000



square metre 15000 $1000 $30000 $30000 $30000 $20000 $10000 $30000 $150000 $529500

Yearly total $198000 $105500 $80000 $42000 $26000 $78000


Fencing


Bioswales


Access tracks



Slashing


square metre 40000 $050 $10000 $5000 $1000 $500 $500 $3000 $20000

Weed management


square metre 40000 $1000 $50000 $50000 $50000 $40000 $30000 $180000 $400000

Revegetation


square metre 35000 $1000 $60000 $60000 $50000 $5000 $5000 $170000 $350000



square metre 40000 $1000 $45000 $45000 $40000 $10000 $10000 $250000 $400000 $1510000

Yearly total $295000 $280000 $201000 $55500 $45500 $633000



Fencing


Bioswales









Totals




Slashing


square metre 530000 $050 $10000 $10000 $5000 $5000 $5000 $230000 $265000

Weed management


square metre 530000 $100 $20000 $20000 $20000 $10000 $10000 $450000 $530000

Revegetation


square metre 40000 $500 $30000 $30000 $20000 $20000 $20000 $100000 $220000


Totals

Hydromulching


square metre 530000 $200 $60000 $60000 $20000 $20000 $20000 $880000 $1060000



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














Rodney Cox AAILA







Appendix 1









Appendix 2








Attachment 1








Attachment 2








Attachment 3








Attachment 4








Attachment 5








Attachment 6








Attachment 7






Appendix 1


Page 58 of 136





Page 59 of 136






Appendix 2


Page 60 of 136





Page 61 of 136






Attachments 1


Page 62 of 136








Dear Mr White








Yours sincerely







Page 64 of 136





Page 65 of 136






Attachment 2


Page 66 of 136





Page 67 of 136














Page 68 of 136






Page 2 of 3









Yours sincerely



Page 69 of 136






of 3

Attachments





Page 70 of 136






Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










1A








1B

Not required

1C


groundwater)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










2A


2B


2C1


Alternates




3A



3B


3C



Approvals

4A



4B


4C








Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










5A



5B


5C




6A


these works

6B


Management Plan



6C1



Management plan

7A


gas)

7B

Not required

7C








Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










8A1 (see 1A1 4)



8A2


8A3



8B

Not required

8C1 (see 1C)


8C2 (see 52)








Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










9A



9B

Not required

9C


Director)



10A




worked on project



10B

Not required

10C


Engineers)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










11A





11B

Not required

11C




Management Plan

12A (see 11A)




12B

Not required

12C (see 11C)









Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










13A



13B

Not required

13C



14A



14B

Not required

14C

Lead Auditor


15A (see 11A)


15B

Not required

15C (see 11C)









Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










Committee

16A




16B

Not required

16C

Lead Auditor


17A




17B

Not required

17C


management)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










LEMP

18A1 (see 1A1 4)


groundwater)



water soils)


18B

Not required

18C1 (see 1A)


18C2 (see 5C)



Plan

19A




19B

Not required

19C

Lead Auditor







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










20A

Douglas Partners



20B

Not required

20C (see 1A)


20C2 (see 5C)



21A (see 1A)

Douglas Partners



21B

Not required

21C (see 1C)



22A (see1A)

Douglas Partners



22B

Not required

22C1 (see 1C)


22C2 (see 5C)








Attachment 3


Page 81 of 136

















CELL 1 (201 AND 202)

CELL 2 (203 AND 204)

CELL 3 (205)




date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

BULK EARTHWORKS

001

B

21-25736

PRELIMINARY

1100

SEP 2016


B REVISED AD 101016

N LEGEND











Page 82 of 136





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





RRA BUNDREFER SK009

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


002

C

21-25736

PRELIMINARY

12000

OCT 2016


C REVISED AD 101016

N LEGEND







PROPERTY BOUNDARY




0


4020 80 100m60

Page 83 of 136





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



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





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







date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



003

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 84 of 136





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













date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



004

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 85 of 136





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













date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



005

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 86 of 136





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


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


CELL DESIGN LEVEL


CELL 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)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



006

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 87 of 136





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


CELL DESIGN LEVEL


CELL DESIGN LEVEL


CELL 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


date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



007

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 88 of 136





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



date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



008

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 89 of 136





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




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


TOP OF WASTE


TOP OF WASTE



RRA PLATFORM

RRA PLATFORM

RRA PLATFORM

RRA PLATFORM

CELL 3

CELL 3CELL 3

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

NORTHERN RRA BUND


009

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 90 of 136





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





date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


020

A

21-25736

PRELIMINARY

12000

SEP 2016


N LEGEND







PROPERTY BOUNDARY




0


4020 80 100m60

Page 91 of 136







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



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



FINAL LANDFORM

DATUM RL -920






NORTHWEST BUND

CELL 1


FINAL LANDFORM


NORTHWEST BUND

CELL 1


NORTHERN RRA BUND

FINAL LANDFORM

RRA PLATFORM

SOUTHERN RRA BUND


date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

021

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 92 of 136







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



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



FINAL LANDFORM

DATUM RL -1030



NORTHEAST BUND

CELL 2


FINAL LANDFORM

CELL 3

CELL 1


FINAL LANDFORM

CELL 2




date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

022

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 93 of 136






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



FINAL LANDFORM

DATUM RL -920


CELL 1


FINAL LANDFORM

CELL 3



date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

023

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 94 of 136





LOT 4DP 242968

LOT 2DP 586093

LOT 2DP 238092

LOT 42DP 738126

PATONS LANE

PATONS LANE



RRAPLATFORM

CELL 3

CELL 2CELL 1



NORTHEASTERNBUND

NORTHWESTERNBUND


NORTHERN RRABUND

SOUTHERN RRA BUND







HAUL ROAD








SPILLWAY

BLAXLAND CREEK












EXISTING DAM 2

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

SURFACE WATER

010

F

21-25736

PRELIMINARY

12000

DEC 2016

E REVISED AD 081216

F REVISED AD 161216

N LEGEND
















DAM




ACCESS ROAD

ROCK CHECK DAM


Page 95 of 136






Attachment 4


Page 96 of 136





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 DAM 3A

RELOCATED DAM 4A


PYLON EXCLUSIONZONE

PYLON EXCLUSIONZONE

PROPOSED DAM 2A

EXISTING DAM 2

BLAXLAND CREEK

SITE BOUNDARY

SITE BOUNDARY






20

40




PROPOSED DAM 3A

RELOCATED DAM 4A


PYLON EXCLUSIONZONE

PYLON EXCLUSIONZONE

PROPOSED DAM 2A

EXISTING DAM 2

BLAXLAND CREEK

SITE BOUNDARY

SITE BOUNDARY






date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

SURFACE WATER

026

C

21-25736

PRELIMINARY

11000

DEC 2016

B REVISED AD 071216

C REVISED AD 081216

N LEGEND





DAM




ACCESS ROAD




20100 40 50m30


Page 97 of 136





















Page 98 of 136

























Page 99 of 136
















NOW 12_136_b

Page 100 of 136












Page 101 of 136






















Page 102 of 136























NOW 12_136_d

Page 103 of 136


















Page 104 of 136













Total RC width







Page 105 of 136















Detention basins


Vegetated Riparian

Zone (VRZ)


RC uses

Cyclewaysand paths


Online

Stormwater outlet

structures and

essential services

Stream

realignment

Any Culvert Bridge

1st 10m

2nd 20m

3rd 30m

4th + 40m


Page 106 of 136






structures






Page 107 of 136
















NOW 12_136_e

Page 108 of 136






Attachment 5


Page 109 of 136






Casuarina glauca







INTRODUCTION



















Eremophila debilis




DUST IMPACTS



Page 110 of 136


















Page 111 of 136










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











Page 112 of 136






GROUNDWATER IMPACTS


REFERENCES


Compendium)









May 2011




19th May 2011

Page 113 of 136






Attachment 6


Page 114 of 136


















Page 115 of 136




















Page 116 of 136


















Page 117 of 136





















Page 118 of 136


















Page 119 of 136


















Page 120 of 136















Page 121 of 136
















Page 122 of 136


















Page 123 of 136














Page 124 of 136








sources









Page 125 of 136

















Page 126 of 136















I Monitoring



Page 127 of 136


















Page 128 of 136



















Page 129 of 136

















Page 130 of 136
















Page 131 of 136















Page 132 of 136







Attachment 7


Page 133 of 136







Rehabilitationpdf

Hi David



Best regardsIrene



Page 134 of 136









Dear Mr White








Dear Mr White




Page 135 of 136





1





Follow us

Page 136 of 136







Appendices Page



Attachments

















12 Overview

















































Figure 2









years)


j )







Figure 1









































Hours of Operation


Saturday8amto2pm












Personnel














acoustic protection










































simultaneously


Internal slopes)






for landscaping)



17 Construct Dam 6









26 Construct Office



















3 Product Bays


5 Small Dam

6 Road network












1A and 1B






















































440e












440e (cont)








































































































































of Site Cover



















































































































Figure 6








Figure 7







Figure 8

Figure 9














Figure10







Figure 11







Figure 12



















Wallaby Grass

































































































25-30 YearsYear 2














Totals

All Site setup




Annual reporting


Yearly item 30 $50000 $500 $500 $500 $500 $500 $12500 $15000

Monthly reporting


Monthly item 360 $10000 $1200 $1200 $1200 $1200 $1200 $30000 $36000 $119000

Yearly total $12700 $11700 $12700 $6700 $2700 $72500


Fencing


Bioswales


Access tracks






Weed management


square metre 15000 $1000 $30000 $30000 $30000 $20000 $15000 $25000 $150000








Totals

Revegetation


square metre 12000 $1000 $40000 $40000 $20000 $2000 $1000 $17000 $120000



square metre 15000 $1000 $30000 $30000 $30000 $20000 $10000 $30000 $150000 $529500

Yearly total $198000 $105500 $80000 $42000 $26000 $78000


Fencing


Bioswales


Access tracks



Slashing


square metre 40000 $050 $10000 $5000 $1000 $500 $500 $3000 $20000

Weed management


square metre 40000 $1000 $50000 $50000 $50000 $40000 $30000 $180000 $400000

Revegetation


square metre 35000 $1000 $60000 $60000 $50000 $5000 $5000 $170000 $350000



square metre 40000 $1000 $45000 $45000 $40000 $10000 $10000 $250000 $400000 $1510000

Yearly total $295000 $280000 $201000 $55500 $45500 $633000



Fencing


Bioswales









Totals




Slashing


square metre 530000 $050 $10000 $10000 $5000 $5000 $5000 $230000 $265000

Weed management


square metre 530000 $100 $20000 $20000 $20000 $10000 $10000 $450000 $530000

Revegetation


square metre 40000 $500 $30000 $30000 $20000 $20000 $20000 $100000 $220000


Totals

Hydromulching


square metre 530000 $200 $60000 $60000 $20000 $20000 $20000 $880000 $1060000



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














Rodney Cox AAILA







Appendix 1









Appendix 2








Attachment 1








Attachment 2








Attachment 3








Attachment 4








Attachment 5








Attachment 6








Attachment 7






Appendix 1


Page 58 of 136





Page 59 of 136






Appendix 2


Page 60 of 136





Page 61 of 136






Attachments 1


Page 62 of 136








Dear Mr White








Yours sincerely







Page 64 of 136





Page 65 of 136






Attachment 2


Page 66 of 136





Page 67 of 136














Page 68 of 136






Page 2 of 3









Yours sincerely



Page 69 of 136






Page 3 of 3

Attachments





Page 70 of 136






Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










1A








1B

Not required

1C


groundwater)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










2A


2B


2C1


Alternates




3A



3B


3C



Approvals

4A



4B


4C








Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










5A



5B


5C




6A


these works

6B


Management Plan



6C1



Management plan

7A


gas)

7B

Not required

7C








Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










8A1 (see 1A1 4)



8A2


8A3



8B

Not required

8C1 (see 1C)


8C2 (see 52)








Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










9A



9B

Not required

9C


Director)



10A




worked on project



10B

Not required

10C


Engineers)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










11A





11B

Not required

11C




Management Plan

12A (see 11A)




12B

Not required

12C (see 11C)









Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










13A



13B

Not required

13C



14A



14B

Not required

14C

Lead Auditor


15A (see 11A)


15B

Not required

15C (see 11C)









Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










Committee

16A




16B

Not required

16C

Lead Auditor


17A




17B

Not required

17C


management)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










LEMP

18A1 (see 1A1 4)


groundwater)



water soils)


18B

Not required

18C1 (see 1A)


18C2 (see 5C)



Plan

19A




19B

Not required

19C

Lead Auditor







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










20A

Douglas Partners



20B

Not required

20C (see 1A)


20C2 (see 5C)



21A (see 1A)

Douglas Partners



21B

Not required

21C (see 1C)



22A (see1A)

Douglas Partners



22B

Not required

22C1 (see 1C)


22C2 (see 5C)








Attachment 3


Page 81 of 136

















CELL 1 (201 AND 202)

CELL 2 (203 AND 204)

CELL 3 (205)




date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

BULK EARTHWORKS

001

B

21-25736

PRELIMINARY

1100

SEP 2016


B REVISED AD 101016

N LEGEND











Page 82 of 136





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





RRA BUNDREFER SK009

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


002

C

21-25736

PRELIMINARY

12000

OCT 2016


C REVISED AD 101016

N LEGEND







PROPERTY BOUNDARY




0


4020 80 100m60

Page 83 of 136





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



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





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







date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



003

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 84 of 136





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













date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



004

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 85 of 136





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













date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



005

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 86 of 136





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


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


CELL DESIGN LEVEL


CELL 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)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



006

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 87 of 136





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


CELL DESIGN LEVEL


CELL DESIGN LEVEL


CELL 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


date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



007

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 88 of 136





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



date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



008

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 89 of 136





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




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


TOP OF WASTE


TOP OF WASTE



RRA PLATFORM

RRA PLATFORM

RRA PLATFORM

RRA PLATFORM

CELL 3

CELL 3CELL 3

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

NORTHERN RRA BUND


009

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 90 of 136





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





date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


020

A

21-25736

PRELIMINARY

12000

SEP 2016


N LEGEND







PROPERTY BOUNDARY




0


4020 80 100m60

Page 91 of 136







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



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



FINAL LANDFORM

DATUM RL -920






NORTHWEST BUND

CELL 1


FINAL LANDFORM


NORTHWEST BUND

CELL 1


NORTHERN RRA BUND

FINAL LANDFORM

RRA PLATFORM

SOUTHERN RRA BUND


date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

021

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 92 of 136







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



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



FINAL LANDFORM

DATUM RL -1030



NORTHEAST BUND

CELL 2


FINAL LANDFORM

CELL 3

CELL 1


FINAL LANDFORM

CELL 2




date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

022

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 93 of 136






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



FINAL LANDFORM

DATUM RL -920


CELL 1


FINAL LANDFORM

CELL 3



date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

023

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 94 of 136





LOT 4DP 242968

LOT 2DP 586093

LOT 2DP 238092

LOT 42DP 738126

PATONS LANE

PATONS LANE



RRAPLATFORM

CELL 3

CELL 2CELL 1



NORTHEASTERNBUND

NORTHWESTERNBUND


NORTHERN RRABUND

SOUTHERN RRA BUND







HAUL ROAD








SPILLWAY

BLAXLAND CREEK












EXISTING DAM 2

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

SURFACE WATER

010

F

21-25736

PRELIMINARY

12000

DEC 2016

E REVISED AD 081216

F REVISED AD 161216

N LEGEND
















DAM




ACCESS ROAD

ROCK CHECK DAM


Page 95 of 136






Attachment 4


Page 96 of 136





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 DAM 3A

RELOCATED DAM 4A


PYLON EXCLUSIONZONE

PYLON EXCLUSIONZONE

PROPOSED DAM 2A

EXISTING DAM 2

BLAXLAND CREEK

SITE BOUNDARY

SITE BOUNDARY






20

40




PROPOSED DAM 3A

RELOCATED DAM 4A


PYLON EXCLUSIONZONE

PYLON EXCLUSIONZONE

PROPOSED DAM 2A

EXISTING DAM 2

BLAXLAND CREEK

SITE BOUNDARY

SITE BOUNDARY






date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

SURFACE WATER

026

C

21-25736

PRELIMINARY

11000

DEC 2016

B REVISED AD 071216

C REVISED AD 081216

N LEGEND





DAM




ACCESS ROAD




20100 40 50m30


Page 97 of 136





















Page 98 of 136

























Page 99 of 136
















NOW 12_136_b

Page 100 of 136












Page 101 of 136






















Page 102 of 136























NOW 12_136_d

Page 103 of 136


















Page 104 of 136













Total RC width







Page 105 of 136















Detention basins


Vegetated Riparian

Zone (VRZ)


RC uses

Cyclewaysand paths


Online

Stormwater outlet

structures and

essential services

Stream

realignment

Any Culvert Bridge

1st 10m

2nd 20m

3rd 30m

4th + 40m


Page 106 of 136






structures






Page 107 of 136
















NOW 12_136_e

Page 108 of 136






Attachment 5


Page 109 of 136






Casuarina glauca







INTRODUCTION



















Eremophila debilis




DUST IMPACTS



Page 110 of 136


















Page 111 of 136










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











Page 112 of 136






GROUNDWATER IMPACTS


REFERENCES


Compendium)









May 2011




19th May 2011

Page 113 of 136






Attachment 6


Page 114 of 136


















Page 115 of 136




















Page 116 of 136


















Page 117 of 136





















Page 118 of 136


















Page 119 of 136


















Page 120 of 136















Page 121 of 136
















Page 122 of 136


















Page 123 of 136














Page 124 of 136








sources









Page 125 of 136

















Page 126 of 136















I Monitoring



Page 127 of 136


















Page 128 of 136



















Page 129 of 136

















Page 130 of 136
















Page 131 of 136















Page 132 of 136







Attachment 7


Page 133 of 136







Rehabilitationpdf

Hi David



Best regardsIrene



Page 134 of 136









Dear Mr White








Dear Mr White




Page 135 of 136





1





Follow us

Page 136 of 136










12 Overview

















































Figure 2









years)


j )







Figure 1









































Hours of Operation


Saturday8amto2pm












Personnel














acoustic protection










































simultaneously


Internal slopes)






for landscaping)



17 Construct Dam 6









26 Construct Office



















3 Product Bays


5 Small Dam

6 Road network












1A and 1B


















































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 3 paragraph 4 2 Section 29 Existing Bund Wall




440e












440e (cont)








































































































































of Site Cover



















































































































Figure 6








Figure 7







Figure 8

Figure 9














Figure10







Figure 11







Figure 12



















Wallaby Grass

































































































25-30 YearsYear 2














Totals

All Site setup




Annual reporting


Yearly item 30 $50000 $500 $500 $500 $500 $500 $12500 $15000

Monthly reporting


Monthly item 360 $10000 $1200 $1200 $1200 $1200 $1200 $30000 $36000 $119000

Yearly total $12700 $11700 $12700 $6700 $2700 $72500


Fencing


Bioswales


Access tracks






Weed management


square metre 15000 $1000 $30000 $30000 $30000 $20000 $15000 $25000 $150000








Totals

Revegetation


square metre 12000 $1000 $40000 $40000 $20000 $2000 $1000 $17000 $120000



square metre 15000 $1000 $30000 $30000 $30000 $20000 $10000 $30000 $150000 $529500

Yearly total $198000 $105500 $80000 $42000 $26000 $78000


Fencing


Bioswales


Access tracks



Slashing


square metre 40000 $050 $10000 $5000 $1000 $500 $500 $3000 $20000

Weed management


square metre 40000 $1000 $50000 $50000 $50000 $40000 $30000 $180000 $400000

Revegetation


square metre 35000 $1000 $60000 $60000 $50000 $5000 $5000 $170000 $350000



square metre 40000 $1000 $45000 $45000 $40000 $10000 $10000 $250000 $400000 $1510000

Yearly total $295000 $280000 $201000 $55500 $45500 $633000



Fencing


Bioswales









Totals




Slashing


square metre 530000 $050 $10000 $10000 $5000 $5000 $5000 $230000 $265000

Weed management


square metre 530000 $100 $20000 $20000 $20000 $10000 $10000 $450000 $530000

Revegetation


square metre 40000 $500 $30000 $30000 $20000 $20000 $20000 $100000 $220000


Totals

Hydromulching


square metre 530000 $200 $60000 $60000 $20000 $20000 $20000 $880000 $1060000



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














Rodney Cox AAILA







Appendix 1









Appendix 2








Attachment 1








Attachment 2








Attachment 3








Attachment 4








Attachment 5








Attachment 6








Attachment 7






Appendix 1


Page 58 of 136





Page 59 of 136






Appendix 2


Page 60 of 136





Page 61 of 136






Attachments 1


Page 62 of 136








Dear Mr White








Yours sincerely







Page 64 of 136





Page 65 of 136






Attachment 2


Page 66 of 136





Page 67 of 136














Page 68 of 136






Page 2 of 3









Yours sincerely



Page 69 of 136






Page 3 of 3

Attachments





Page 70 of 136






Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










1A








1B

Not required

1C


groundwater)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










2A


2B


2C1


Alternates




3A



3B


3C



Approvals

4A



4B


4C








Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










5A



5B


5C




6A


these works

6B


Management Plan



6C1



Management plan

7A


gas)

7B

Not required

7C








Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










8A1 (see 1A1 4)



8A2


8A3



8B

Not required

8C1 (see 1C)


8C2 (see 52)








Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










9A



9B

Not required

9C


Director)



10A




worked on project



10B

Not required

10C


Engineers)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










11A





11B

Not required

11C




Management Plan

12A (see 11A)




12B

Not required

12C (see 11C)









Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










13A



13B

Not required

13C



14A



14B

Not required

14C

Lead Auditor


15A (see 11A)


15B

Not required

15C (see 11C)









Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










Committee

16A




16B

Not required

16C

Lead Auditor


17A




17B

Not required

17C


management)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










LEMP

18A1 (see 1A1 4)


groundwater)



water soils)


18B

Not required

18C1 (see 1A)


18C2 (see 5C)



Plan

19A




19B

Not required

19C

Lead Auditor







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










20A

Douglas Partners



20B

Not required

20C (see 1A)


20C2 (see 5C)



21A (see 1A)

Douglas Partners



21B

Not required

21C (see 1C)



22A (see1A)

Douglas Partners



22B

Not required

22C1 (see 1C)


22C2 (see 5C)








Attachment 3


Page 81 of 136

















CELL 1 (201 AND 202)

CELL 2 (203 AND 204)

CELL 3 (205)




date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

BULK EARTHWORKS

001

B

21-25736

PRELIMINARY

1100

SEP 2016


B REVISED AD 101016

N LEGEND











Page 82 of 136





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





RRA BUNDREFER SK009

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


002

C

21-25736

PRELIMINARY

12000

OCT 2016


C REVISED AD 101016

N LEGEND







PROPERTY BOUNDARY




0


4020 80 100m60

Page 83 of 136





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



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





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







date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



003

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 84 of 136





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













date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



004

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 85 of 136





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













date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



005

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 86 of 136





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


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


CELL DESIGN LEVEL


CELL 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)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



006

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 87 of 136





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


CELL DESIGN LEVEL


CELL DESIGN LEVEL


CELL 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


date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



007

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 88 of 136





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



date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



008

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 89 of 136





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




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


TOP OF WASTE


TOP OF WASTE



RRA PLATFORM

RRA PLATFORM

RRA PLATFORM

RRA PLATFORM

CELL 3

CELL 3CELL 3

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

NORTHERN RRA BUND


009

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 90 of 136





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





date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


020

A

21-25736

PRELIMINARY

12000

SEP 2016


N LEGEND







PROPERTY BOUNDARY




0


4020 80 100m60

Page 91 of 136







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



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



FINAL LANDFORM

DATUM RL -920






NORTHWEST BUND

CELL 1


FINAL LANDFORM


NORTHWEST BUND

CELL 1


NORTHERN RRA BUND

FINAL LANDFORM

RRA PLATFORM

SOUTHERN RRA BUND


date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

021

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 92 of 136







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



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



FINAL LANDFORM

DATUM RL -1030



NORTHEAST BUND

CELL 2


FINAL LANDFORM

CELL 3

CELL 1


FINAL LANDFORM

CELL 2




date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

022

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 93 of 136






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



FINAL LANDFORM

DATUM RL -920


CELL 1


FINAL LANDFORM

CELL 3



date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

023

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 94 of 136





LOT 4DP 242968

LOT 2DP 586093

LOT 2DP 238092

LOT 42DP 738126

PATONS LANE

PATONS LANE



RRAPLATFORM

CELL 3

CELL 2CELL 1



NORTHEASTERNBUND

NORTHWESTERNBUND


NORTHERN RRABUND

SOUTHERN RRA BUND







HAUL ROAD








SPILLWAY

BLAXLAND CREEK












EXISTING DAM 2

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

SURFACE WATER

010

F

21-25736

PRELIMINARY

12000

DEC 2016

E REVISED AD 081216

F REVISED AD 161216

N LEGEND
















DAM




ACCESS ROAD

ROCK CHECK DAM


Page 95 of 136






Attachment 4


Page 96 of 136





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 DAM 3A

RELOCATED DAM 4A


PYLON EXCLUSIONZONE

PYLON EXCLUSIONZONE

PROPOSED DAM 2A

EXISTING DAM 2

BLAXLAND CREEK

SITE BOUNDARY

SITE BOUNDARY






20

40




PROPOSED DAM 3A

RELOCATED DAM 4A


PYLON EXCLUSIONZONE

PYLON EXCLUSIONZONE

PROPOSED DAM 2A

EXISTING DAM 2

BLAXLAND CREEK

SITE BOUNDARY

SITE BOUNDARY






date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

SURFACE WATER

026

C

21-25736

PRELIMINARY

11000

DEC 2016

B REVISED AD 071216

C REVISED AD 081216

N LEGEND





DAM




ACCESS ROAD




20100 40 50m30


Page 97 of 136





















Page 98 of 136

























Page 99 of 136
















NOW 12_136_b

Page 100 of 136












Page 101 of 136






















Page 102 of 136























NOW 12_136_d

Page 103 of 136


















Page 104 of 136













Total RC width







Page 105 of 136















Detention basins


Vegetated Riparian

Zone (VRZ)


RC uses

Cyclewaysand paths


Online

Stormwater outlet

structures and

essential services

Stream

realignment

Any Culvert Bridge

1st 10m

2nd 20m

3rd 30m

4th + 40m


Page 106 of 136






structures






Page 107 of 136
















NOW 12_136_e

Page 108 of 136






Attachment 5


Page 109 of 136






Casuarina glauca







INTRODUCTION



















Eremophila debilis




DUST IMPACTS



Page 110 of 136


















Page 111 of 136










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











Page 112 of 136






GROUNDWATER IMPACTS


REFERENCES


Compendium)









May 2011




19th May 2011

Page 113 of 136






Attachment 6


Page 114 of 136


















Page 115 of 136




















Page 116 of 136


















Page 117 of 136





















Page 118 of 136


















Page 119 of 136


















Page 120 of 136















Page 121 of 136
















Page 122 of 136


















Page 123 of 136














Page 124 of 136








sources









Page 125 of 136

















Page 126 of 136















I Monitoring



Page 127 of 136


















Page 128 of 136



















Page 129 of 136

















Page 130 of 136
















Page 131 of 136















Page 132 of 136







Attachment 7


Page 133 of 136







Rehabilitationpdf

Hi David



Best regardsIrene



Page 134 of 136









Dear Mr White








Dear Mr White




Page 135 of 136





1





Follow us

Page 136 of 136





































Figure 2









years)


j )







Figure 1









































Hours of Operation


Saturday8amto2pm












Personnel














acoustic protection










































simultaneously


Internal slopes)






for landscaping)



17 Construct Dam 6









26 Construct Office



















3 Product Bays


5 Small Dam

6 Road network












1A and 1B






















































440e












440e (cont)








































































































































of Site Cover



















































































































Figure 6








Figure 7







Figure 8

Figure 9














Figure10







Figure 11







Figure 12



















Wallaby Grass

































































































25-30 YearsYear 2














Totals

All Site setup




Annual reporting


Yearly item 30 $50000 $500 $500 $500 $500 $500 $12500 $15000

Monthly reporting


Monthly item 360 $10000 $1200 $1200 $1200 $1200 $1200 $30000 $36000 $119000

Yearly total $12700 $11700 $12700 $6700 $2700 $72500


Fencing


Bioswales


Access tracks






Weed management


square metre 15000 $1000 $30000 $30000 $30000 $20000 $15000 $25000 $150000








Totals

Revegetation


square metre 12000 $1000 $40000 $40000 $20000 $2000 $1000 $17000 $120000



square metre 15000 $1000 $30000 $30000 $30000 $20000 $10000 $30000 $150000 $529500

Yearly total $198000 $105500 $80000 $42000 $26000 $78000


Fencing


Bioswales


Access tracks



Slashing


square metre 40000 $050 $10000 $5000 $1000 $500 $500 $3000 $20000

Weed management


square metre 40000 $1000 $50000 $50000 $50000 $40000 $30000 $180000 $400000

Revegetation


square metre 35000 $1000 $60000 $60000 $50000 $5000 $5000 $170000 $350000



square metre 40000 $1000 $45000 $45000 $40000 $10000 $10000 $250000 $400000 $1510000

Yearly total $295000 $280000 $201000 $55500 $45500 $633000



Fencing


Bioswales









Totals




Slashing


square metre 530000 $050 $10000 $10000 $5000 $5000 $5000 $230000 $265000

Weed management


square metre 530000 $100 $20000 $20000 $20000 $10000 $10000 $450000 $530000

Revegetation


square metre 40000 $500 $30000 $30000 $20000 $20000 $20000 $100000 $220000


Totals

Hydromulching


square metre 530000 $200 $60000 $60000 $20000 $20000 $20000 $880000 $1060000



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














Rodney Cox AAILA







Appendix 1









Appendix 2








Attachment 1








Attachment 2








Attachment 3








Attachment 4








Attachment 5








Attachment 6








Attachment 7






Appendix 1


Page 58 of 136





Page 59 of 136






Appendix 2


0 of 136





Page 61 of 136






Attachments 1


Page 62 of 136








Dear Mr White








Yours sincerely







Page 64 of 136





Page 65 of 136






Attachment 2


Page 66 of 136





Page 67 of 136














Page 68 of 136






Page 2 of 3









Yours sincerely



Page 69 of 136






Page 3 of 3

Attachments





Page 70 of 136






Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










1A








1B

Not required

1C


groundwater)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










2A


2B


2C1


Alternates




3A



3B


3C



Approvals

4A



4B


4C








Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










5A



5B


5C




6A


these works

6B


Management Plan



6C1



Management plan

7A


gas)

7B

Not required

7C








Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










8A1 (see 1A1 4)



8A2


8A3



8B

Not required

8C1 (see 1C)


8C2 (see 52)








Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










9A



9B

Not required

9C


Director)



10A




worked on project



10B

Not required

10C


Engineers)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










11A





11B

Not required

11C




Management Plan

12A (see 11A)




12B

Not required

12C (see 11C)









Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










13A



13B

Not required

13C



14A



14B

Not required

14C

Lead Auditor


15A (see 11A)


15B

Not required

15C (see 11C)









Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










Committee

16A




16B

Not required

16C

Lead Auditor


17A




17B

Not required

17C


management)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










LEMP

18A1 (see 1A1 4)


groundwater)



water soils)


18B

Not required

18C1 (see 1A)


18C2 (see 5C)



Plan

19A




19B

Not required

19C

Lead Auditor







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










20A

Douglas Partners



20B

Not required

20C (see 1A)


20C2 (see 5C)



21A (see 1A)

Douglas Partners



21B

Not required

21C (see 1C)



22A (see1A)

Douglas Partners



22B

Not required

22C1 (see 1C)


22C2 (see 5C)








Attachment 3


Page 81 of 136

















CELL 1 (201 AND 202)

CELL 2 (203 AND 204)

CELL 3 (205)




date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

BULK EARTHWORKS

001

B

21-25736

PRELIMINARY

1100

SEP 2016


B REVISED AD 101016

N LEGEND











Page 82 of 136





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





RRA BUNDREFER SK009

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


002

C

21-25736

PRELIMINARY

12000

OCT 2016


C REVISED AD 101016

N LEGEND







PROPERTY BOUNDARY




0


4020 80 100m60

Page 83 of 136





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



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





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







date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



003

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 84 of 136





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













date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



004

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 85 of 136





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













date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



005

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 86 of 136





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


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


CELL DESIGN LEVEL


CELL 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)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



006

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 87 of 136





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


CELL DESIGN LEVEL


CELL DESIGN LEVEL


CELL 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


date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



007

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 88 of 136





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



date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



008

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 89 of 136





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




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


TOP OF WASTE


TOP OF WASTE



RRA PLATFORM

RRA PLATFORM

RRA PLATFORM

RRA PLATFORM

CELL 3

CELL 3CELL 3

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

NORTHERN RRA BUND


009

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 90 of 136





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





date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


020

A

21-25736

PRELIMINARY

12000

SEP 2016


N LEGEND







PROPERTY BOUNDARY




0


4020 80 100m60

Page 91 of 136







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



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



FINAL LANDFORM

DATUM RL -920






NORTHWEST BUND

CELL 1


FINAL LANDFORM


NORTHWEST BUND

CELL 1


NORTHERN RRA BUND

FINAL LANDFORM

RRA PLATFORM

SOUTHERN RRA BUND


date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

021

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 92 of 136







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



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



FINAL LANDFORM

DATUM RL -1030



NORTHEAST BUND

CELL 2


FINAL LANDFORM

CELL 3

CELL 1


FINAL LANDFORM

CELL 2




date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

022

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 93 of 136






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



FINAL LANDFORM

DATUM RL -920


CELL 1


FINAL LANDFORM

CELL 3



date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

023

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 94 of 136





LOT 4DP 242968

LOT 2DP 586093

LOT 2DP 238092

LOT 42DP 738126

PATONS LANE

PATONS LANE



RRAPLATFORM

CELL 3

CELL 2CELL 1



NORTHEASTERNBUND

NORTHWESTERNBUND


NORTHERN RRABUND

SOUTHERN RRA BUND







HAUL ROAD








SPILLWAY

BLAXLAND CREEK












EXISTING DAM 2

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

SURFACE WATER

010

F

21-25736

PRELIMINARY

12000

DEC 2016

E REVISED AD 081216

F REVISED AD 161216

N LEGEND
















DAM




ACCESS ROAD

ROCK CHECK DAM


Page 95 of 136






Attachment 4


Page 96 of 136





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 DAM 3A

RELOCATED DAM 4A


PYLON EXCLUSIONZONE

PYLON EXCLUSIONZONE

PROPOSED DAM 2A

EXISTING DAM 2

BLAXLAND CREEK

SITE BOUNDARY

SITE BOUNDARY






20

40




PROPOSED DAM 3A

RELOCATED DAM 4A


PYLON EXCLUSIONZONE

PYLON EXCLUSIONZONE

PROPOSED DAM 2A

EXISTING DAM 2

BLAXLAND CREEK

SITE BOUNDARY

SITE BOUNDARY






date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

SURFACE WATER

026

C

21-25736

PRELIMINARY

11000

DEC 2016

B REVISED AD 071216

C REVISED AD 081216

N LEGEND





DAM




ACCESS ROAD




20100 40 50m30


Page 97 of 136





















Page 98 of 136

























Page 99 of 136
















NOW 12_136_b

Page 100 of 136












Page 101 of 136






















Page 102 of 136























NOW 12_136_d

Page 103 of 136


















Page 104 of 136













Total RC width







Page 105 of 136















Detention basins


Vegetated Riparian

Zone (VRZ)


RC uses

Cyclewaysand paths


Online

Stormwater outlet

structures and

essential services

Stream

realignment

Any Culvert Bridge

1st 10m

2nd 20m

3rd 30m

4th + 40m


Page 106 of 136






structures






Page 107 of 136
















NOW 12_136_e

Page 108 of 136






Attachment 5


Page 109 of 136






Casuarina glauca







INTRODUCTION



















Eremophila debilis




DUST IMPACTS



Page 110 of 136


















Page 111 of 136










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











Page 112 of 136






GROUNDWATER IMPACTS


REFERENCES


Compendium)









May 2011




19th May 2011

Page 113 of 136






Attachment 6


Page 114 of 136


















Page 115 of 136




















Page 116 of 136


















Page 117 of 136





















Page 118 of 136


















Page 119 of 136


















Page 120 of 136















Page 121 of 136
















Page 122 of 136


















Page 123 of 136














Page 124 of 136








sources









Page 125 of 136

















Page 126 of 136















I Monitoring



Page 127 of 136


















Page 128 of 136



















Page 129 of 136

















Page 130 of 136
















Page 131 of 136















Page 132 of 136







Attachment 7


Page 133 of 136







Rehabilitationpdf

Hi David



Best regardsIrene



Page 134 of 136









Dear Mr White








Dear Mr White




Page 135 of 136





1





Follow us

Page 136 of 136







Figure 2









years)


j )







Figure 1









































Hours of Operation


Saturday8amto2pm












Personnel














acoustic protection










































simultaneously


Internal slopes)






for landscaping)



17 Construct Dam 6









26 Construct Office



















3 Product Bays


5 Small Dam

6 Road network












1A and 1B






















































440e












440e (cont)








































































































































of Site Cover



















































































































Figure 6








Figure 7







Figure 8

Figure 9














Figure10







Figure 11







Figure 12



















Wallaby Grass

































































































25-30 YearsYear 2














Totals

All Site setup




Annual reporting


Yearly item 30 $50000 $500 $500 $500 $500 $500 $12500 $15000

Monthly reporting


Monthly item 360 $10000 $1200 $1200 $1200 $1200 $1200 $30000 $36000 $119000

Yearly total $12700 $11700 $12700 $6700 $2700 $72500


Fencing


Bioswales


Access tracks






Weed management


square metre 15000 $1000 $30000 $30000 $30000 $20000 $15000 $25000 $150000








Totals

Revegetation


square metre 12000 $1000 $40000 $40000 $20000 $2000 $1000 $17000 $120000



square metre 15000 $1000 $30000 $30000 $30000 $20000 $10000 $30000 $150000 $529500

Yearly total $198000 $105500 $80000 $42000 $26000 $78000


Fencing


Bioswales


Access tracks



Slashing


square metre 40000 $050 $10000 $5000 $1000 $500 $500 $3000 $20000

Weed management


square metre 40000 $1000 $50000 $50000 $50000 $40000 $30000 $180000 $400000

Revegetation


square metre 35000 $1000 $60000 $60000 $50000 $5000 $5000 $170000 $350000



square metre 40000 $1000 $45000 $45000 $40000 $10000 $10000 $250000 $400000 $1510000

Yearly total $295000 $280000 $201000 $55500 $45500 $633000



Fencing


Bioswales









Totals




Slashing


square metre 530000 $050 $10000 $10000 $5000 $5000 $5000 $230000 $265000

Weed management


square metre 530000 $100 $20000 $20000 $20000 $10000 $10000 $450000 $530000

Revegetation


square metre 40000 $500 $30000 $30000 $20000 $20000 $20000 $100000 $220000


Totals

Hydromulching


square metre 530000 $200 $60000 $60000 $20000 $20000 $20000 $880000 $1060000



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














Rodney Cox AAILA







Appendix 1









Appendix 2








Attachment 1








Attachment 2








Attachment 3








Attachment 4








Attachment 5








Attachment 6








Attachment 7






Appendix 1


Page 58 of 136





Page 59 of 136






Appendix 2


Page 60 of 136





Page 61 of 136






Attachments 1


Page 62 of 136








Dear Mr White








Yours sincerely







Page 64 of 136





Page 65 of 136






Attachment 2


Page 66 of 136





Page 67 of 136














Page 68 of 136






Page 2 of 3









Yours sincerely



Page 69 of 136






Page 3 of 3

Attachments





0 of 136






Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










1A








1B

Not required

1C


groundwater)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










2A


2B


2C1


Alternates




3A



3B


3C



Approvals

4A



4B


4C








Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










5A



5B


5C




6A


these works

6B


Management Plan



6C1



Management plan

7A


gas)

7B

Not required

7C








Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










8A1 (see 1A1 4)



8A2


8A3



8B

Not required

8C1 (see 1C)


8C2 (see 52)








Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










9A



9B

Not required

9C


Director)



10A




worked on project



10B

Not required

10C


Engineers)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










11A





11B

Not required

11C




Management Plan

12A (see 11A)




12B

Not required

12C (see 11C)









Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










13A



13B

Not required

13C



14A



14B

Not required

14C

Lead Auditor


15A (see 11A)


15B

Not required

15C (see 11C)









Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










Committee

16A




16B

Not required

16C

Lead Auditor


17A




17B

Not required

17C


management)







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










LEMP

18A1 (see 1A1 4)


groundwater)



water soils)


18B

Not required

18C1 (see 1A)


18C2 (see 5C)



Plan

19A




19B

Not required

19C

Lead Auditor







Audit TaskNumber

Consentschedule and

conditionnumbering

Consent Condition










20A

Douglas Partners



20B

Not required

20C (see 1A)


20C2 (see 5C)



21A (see 1A)

Douglas Partners



21B

Not required

21C (see 1C)



22A (see1A)

Douglas Partners



22B

Not required

22C1 (see 1C)


22C2 (see 5C)








Attachment 3


Page 81 of 136

















CELL 1 (201 AND 202)

CELL 2 (203 AND 204)

CELL 3 (205)




date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

BULK EARTHWORKS

001

B

21-25736

PRELIMINARY

1100

SEP 2016


B REVISED AD 101016

N LEGEND











Page 82 of 136





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





RRA BUNDREFER SK009

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


002

C

21-25736

PRELIMINARY

12000

OCT 2016


C REVISED AD 101016

N LEGEND







PROPERTY BOUNDARY




0


4020 80 100m60

Page 83 of 136





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



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





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







date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



003

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 84 of 136





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













date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



004

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 85 of 136





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













date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



005

C

21-25736

PRELIMINARY

VARIES

OCT 2016


C REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 86 of 136





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


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


CELL DESIGN LEVEL


CELL 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)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



006

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 87 of 136





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


CELL DESIGN LEVEL


CELL DESIGN LEVEL


CELL 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


date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



007

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 88 of 136





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



date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC



008

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 89 of 136





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




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


TOP OF WASTE


TOP OF WASTE



RRA PLATFORM

RRA PLATFORM

RRA PLATFORM

RRA PLATFORM

CELL 3

CELL 3CELL 3

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

NORTHERN RRA BUND


009

B

21-25736

PRELIMINARY

11000

OCT 2016


B REVISED AD 101016




0 5 20 25m1510



20100 40 50m30

HORIZONTAL

VERTICAL

Page 90 of 136





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





date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


020

A

21-25736

PRELIMINARY

12000

SEP 2016


N LEGEND







PROPERTY BOUNDARY




0


4020 80 100m60

Page 91 of 136







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



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



FINAL LANDFORM

DATUM RL -920






NORTHWEST BUND

CELL 1


FINAL LANDFORM


NORTHWEST BUND

CELL 1


NORTHERN RRA BUND

FINAL LANDFORM

RRA PLATFORM

SOUTHERN RRA BUND


date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

021

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 92 of 136







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



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



FINAL LANDFORM

DATUM RL -1030



NORTHEAST BUND

CELL 2


FINAL LANDFORM

CELL 3

CELL 1


FINAL LANDFORM

CELL 2




date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

022

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 93 of 136






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



FINAL LANDFORM

DATUM RL -920


CELL 1


FINAL LANDFORM

CELL 3



date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC


LONG SECTIONS

023

A

21-25736

PRELIMINARY

12000

SEP 2016


N

0


4020 80 100m60

Page 94 of 136





LOT 4DP 242968

LOT 2DP 586093

LOT 2DP 238092

LOT 42DP 738126

PATONS LANE

PATONS LANE



RRAPLATFORM

CELL 3

CELL 2CELL 1



NORTHEASTERNBUND

NORTHWESTERNBUND


NORTHERN RRABUND

SOUTHERN RRA BUND







HAUL ROAD








SPILLWAY

BLAXLAND CREEK












EXISTING DAM 2

date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

SURFACE WATER

010

F

21-25736

PRELIMINARY

12000

DEC 2016

E REVISED AD 081216

F REVISED AD 161216

N LEGEND
















DAM




ACCESS ROAD

ROCK CHECK DAM


Page 95 of 136






Attachment 4


Page 96 of 136





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 DAM 3A

RELOCATED DAM 4A


PYLON EXCLUSIONZONE

PYLON EXCLUSIONZONE

PROPOSED DAM 2A

EXISTING DAM 2

BLAXLAND CREEK

SITE BOUNDARY

SITE BOUNDARY






20

40




PROPOSED DAM 3A

RELOCATED DAM 4A


PYLON EXCLUSIONZONE

PYLON EXCLUSIONZONE

PROPOSED DAM 2A

EXISTING DAM 2

BLAXLAND CREEK

SITE BOUNDARY

SITE BOUNDARY






date

for A1

rev no

job noscale

approved (PD)





SK


T 61 2 9239 7100 F 61 2 9239 7199




PATONS LANE RRC

SURFACE WATER

026

C

21-25736

PRELIMINARY

11000

DEC 2016

B REVISED AD 071216

C REVISED AD 081216

N LEGEND





DAM




ACCESS ROAD




20100 40 50m30


Page 97 of 136





















Page 98 of 136

























Page 99 of 136
















NOW 12_136_b

Page 100 of 136












Page 101 of 136






















Page 102 of 136























NOW 12_136_d

Page 103 of 136


















Page 104 of 136













Total RC width







Page 105 of 136















Detention basins


Vegetated Riparian

Zone (VRZ)


RC uses

Cyclewaysand paths


Online

Stormwater outlet

structures and

essential services

Stream

realignment

Any Culvert Bridge

1st 10m

2nd 20m

3rd 30m

4th + 40m


Page 106 of 136






structures






Page 107 of 136
















NOW 12_136_e

Page 108 of 136






Attachment 5


Page 109 of 136






Casuarina glauca







INTRODUCTION



















Eremophila debilis




DUST IMPACTS



Page 110 of 136


















Page 111 of 136










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











Page 112 of 136






GROUNDWATER IMPACTS


REFERENCES


Compendium)









May 2011




19th May 2011

Page 113 of 136






Attachment 6


Page 114 of 136


















Page 115 of 136




















Page 116 of 136


















Page 117 of 136





















Page 118 of 136


















Page 119 of 136


















Page 120 of 136















Page 121 of 136
















Page 122 of 136


















Page 123 of 136














Page 124 of 136








sources









Page 125 of 136

















Page 126 of 136















I Monitoring



Page 127 of 136


















Page 128 of 136



















Page 129 of 136

















Page 130 of 136
















Page 131 of 136















Page 132 of 136







Attachment 7


Page 133 of 136







Rehabilitationpdf

Hi David



Best regardsIrene



Page 134 of 136









Dear Mr White








Dear Mr White




Page 135 of 136





1





Follow us

Page 136 of 136





bund wall, landscaping rehabilitation plan

Documents