Contamination Assessment

City of Canada Bay Preliminary Site Investigation Parramatta Road Urban Transformation Precincts: Kings Bay, Burwood Road and Homebush/Concord West 17 October 2018 55106_117353 (Rev 0) JBS&G Australia Pty Ltd

City of Canada Bay Preliminary Site Investigation Parramatta Road Urban Transformation Precincts: Kings Bay, Burwood Road and Homebush/Concord West 17 October 2018 55106_117353 (Rev 0) JBS&G Australia Pty Ltd

Table of Contents Abbreviations .......................................................................................................................... iv Executive Summary .................................................................................................................. v 1.

2.

Introduction ................................................................................................................... 1 1.1

Background and Objectives ................................................................................. 1

1.2

Scope of Works .................................................................................................... 1

Site conditions and Surrounding Environment .............................................................. 3 2.1

Site Identification ................................................................................................ 3

2.2

Site Description ................................................................................................... 3

2.3

2.2.1

Stage 1 Kings Bay Precinct ................................................................... 3

2.2.2

Stage 1 Burwood Road Precinct ........................................................... 5

2.2.3

Stage 1 Homebush/Concord West Precinct ......................................... 6

Surrounding Land Use ......................................................................................... 8 2.3.1

Stage 1 Kings Bay Precinct ................................................................... 8

2.3.2

Stage 1 Burwood Precinct .................................................................... 9

2.3.3

Stage 1 Homebush/Concord West Precinct ......................................... 9

2.4

Topography ......................................................................................................... 9

2.5

Geology .............................................................................................................. 10

2.6

Acid Sulfate Soils ............................................................................................... 11

2.7

Hydrology .......................................................................................................... 11

2.8

Hydrogeology .................................................................................................... 12

2.9

EPA Records ....................................................................................................... 13

2.10 Title Details ........................................................................................................ 13 2.11 Heritage ............................................................................................................. 14 2.12 WorkCover Dangerous Goods Search ............................................................... 15 2.13 Integrity Assessment ......................................................................................... 15 3.

Site History ................................................................................................................... 16 3.1

Aerial Photographs ............................................................................................ 16

3.2

Previous Investigation Information ................................................................... 18 3.2.1

Stage 1 Contamination Assessment, 3 King Street, Concord West (UEC 2007) ......................................................................................... 18

3.2.2

Phase 1 and 2 Contamination Assessment, 7 Concord Ave and 202‐ 210 George Street, Concord West (DP 2007) .................................... 18

3.2.3

Site Audit Statement, 176/184 George St, Concord West (2008) ..... 19

3.2.4

Phase 2 Detailed Site Investigation, 2‐4 Rothwell Avenue, Concord West (WSP 2015). .............................................................................. 19

3.2.5

Stage 1 Preliminary Site Contamination Investigation, 3 King Street, Concord West (GEE 2015) .................................................................. 20

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4.

5.

Conceptual Site Model ................................................................................................ 21 4.1

Potential Areas of Environmental Concern (AECs) ............................................ 21

4.2

Potentially Contaminated Media and Migration .............................................. 23

4.3

Potential for Migration ...................................................................................... 24

4.4

Potential Exposure Pathways ............................................................................ 25

4.5

Receptors ........................................................................................................... 25

4.6

Preferential Pathways ....................................................................................... 25

Qualitative Assessment of Risk .................................................................................... 26 5.1

6.

Assessment of Risk ............................................................................................ 26

Conclusions .................................................................................................................. 30 6.1

Conclusions ........................................................................................................ 30

6.2

Recommendations ............................................................................................ 31

Limitations ............................................................................................................................. 32 Figures ...................................................................................................................................... 1

List of Tables Table 2.1: Site Details ............................................................................................................... 3 Table 2.2: Registered Groundwater Monitoring Well Details ............................................... 12 Table 2.3: Registered Groundwater Monitoring Well Details ............................................... 12 Table 2.4: Registered Groundwater Monitoring Well Details ............................................... 13 Table 2.5: Kings Bay Precinct Title Requests .......................................................................... 14 Table 2.6: Burwood Precinct Title Requests .......................................................................... 14 Table 2.7: Homebush/ Concord West Title Requests ............................................................ 14 Table 4.1: AECs & COPCs ........................................................................................................ 21 Table 5.1 Risk Matrix .............................................................................................................. 26 Table 5.2 Summary of Preliminary Potential Contamination Risk ......................................... 26

List of Figures Figure 1 Precinct Locations Figure 2A Kings Bay Precinct Site Layout Figure 2B Burwood Precinct Site Layout Figure 2C Homebush/Concord West Site Layout Figure 3A Kings Bay Precinct Risk Ranking (West) Figure 3B Kings Bay Precinct Risk Ranking (Centre north) Figure 3C Kings Bay Precinct Risk Ranking (North) Figure 3D Kings Bay Precinct Risk Ranking (Centre South) Figure 3E Kings Bay Precinct Risk Ranking (North East)

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Figure 3F Kings Bay Precinct Risk Ranking (East) Figure 4A Burwood Precinct Risk Ranking (West) Figure 4B Burwood Precinct Risk Ranking (East) Figure 5A Homebush/Concord West Risk Ranking (North) Figure 5B Homebush/Concord West Risk Ranking (Centre) Figure 5C Homebush/Concord West Risk Ranking (South)

Appendices Appendix A Lot and DP Summary Table Appendix B Photographic Log – Kings Bay Precinct Appendix C Photographic Log – Burwood Precinct Appendix D Photographic Log – Homebush/Concord West Precinct Appendix E

Groundwater Bore Search Results

Appendix F

NSW EPA Search Reccords

Appendix G Historical Land Titles Appendix D Historical Aerial Photographs

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Abbreviations Term

Definition

ACM

Asbestos Containing Material

AEC

Areas of Environmental Concern

Bgs

Below Ground Surface

COPC

Contaminants of Potential Concern

DP

Deposited Plan

EPA

NSW Environmental Protection Authority

NEPC

National Environmental Pretention Measure

OEH

NSW Office of Environment and Heritage (includes EPA)

PCBs

Polychlorinated biphenyls

PCA

Preliminary Contamination Assessment

PSI

Preliminary Site Investigation

SEPP

State Environmental Planning Policy

TSI

Targeted Site Investigation

UST

Underground Storage Tank

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Executive Summary JBS&G Australia Pty Ltd (JBS&G) was engaged by City of Canada Bay (Council, the client) for the delivery of a Preliminary Site Investigation (PSI) relating to the Parramatta Road Urban Transformation Precincts: Kings Bay Precinct, Burwood Road Precinct and Homebush/Concord West Precinct.

Council is currently progressing the NSW Government’s Parramatta Road Urban Transformation Strategy, together with Burwood and Strathfield councils. Precincts along the Parramatta Road corridor have a long history of industrial use, particularly in the rezoning areas identified by the Strategy as being of priority for rezoning in the near future.

Council has identified the need to assess the potential extent of contamination which could constrain development of sites within the Precincts for Mixed Use and Medium Density Residential uses. It is understood Council requires to make such determinations by mid‐October 2018, which limits the ability to complete detailed site investigations that would satisfy planning requirements for future Development Application (DA).

As such, Council requires completion of this PSI to satisfy State Environmental Planning Policy 55 – Remediation of Land (SEPP 55) requirements for rezoning application. Council has also requested the scope allow for risk‐ranking of sites to identify areas which may require targeted site investigation (TSI) to confirm whether such land is or can be made suitable for rezoning, and to assist in identifying requirements to address contamination as part of future site‐specific DAs. The Brief provided by Council notes some areas within the Homebush/Concord West Precinct have already been assessed for potential contamination and the reports will be reviewed and summarised

by JBS&G within this PSI. These areas are identified on Figure 2. Council also considers some areas within the Precincts have a ‘low risk’ of potential contamination, being low density residential housing, schools or colleges, which are not likely to require consideration for TSI. These areas are also identified on Figure 2.

The objective of the project is to assess the potential for contamination within the Precincts which may not be suitable for rezoning for mixed use and medium‐density residential uses or which may require remediation to make the land suitable for such uses, and complete targeted investigation to confirm such findings where required.

The scope of work was prepared based upon an understanding of the client’s requirements as expressed in the Brief, together with consideration of guidelines made or approved by the NSW Environment Protection Authority (EPA) including the NEPC (2013) National Environment Protection (Assessment of Site Contamination) Measure 1999, as amended 2013 (ASC NEPM). The scope of work also considers Council’s Contaminated Land Policy and SEPP 55 requirements. The scope of works for the PSI included review of selected historical records and aerial photographs, inspection of the Precinct areas, assessment of the environmental setting, qualitative ranking of potential risk of contamination, and preparation of this PSI report including risk‐ranking of Precinct areas.

The qualitative assessment of potential contamination risk considered the environmental setting, historical land use and current land use, as determined during this preliminary investigation. The risk ranking matrix adopted is presented below (from Table 5.1).

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Risk Ranking

Risk Details

Low

Residential and school areas with some minor/shallow fill material and some common hazardous building materials

Low to Moderate

Commercial premises with minor fill material and some common hazardous building materials

Moderate

Reclaimed land (residential or commercial/industrial) and/or commercial land with potential storage of hazardous chemicals

Moderate to High

Mechanical workshops/car yards with the potential for USTs and storage of hazardous substances (e.g. fuels, solvents, degreasers). Where USTs and/or subsurface chemical/waste storage are confirmed, the risk ranking would be High.

High

Confirmed USTs or other below ground chemical/waste storage present.

Based on the information provided in this report, the scope of the investigation, and in accordance with the limitations in Section 7, the following conclusions are made: 

All Precincts are currently a mix of residential and commercial/industrial land uses, with some educational areas in the Kings Bay Precinct;



The commercial/industrial areas within the Kings Bay Precinct have a long history of use as car dealerships and automotive repairs/workshops. Some were constructed on disturbed terrain relating to historical reclamation of low‐lying areas. Residential areas within this precinct were established in the area prior to the 1930s.



The commercial/industrial areas within the Burwood Precinct comprise of a mix of automotive dealerships, car washes and general commercial/convenience stores.

Residential areas within this precinct were established in the area prior to the 1930s.



The commercial/industrial areas within the Homebush/Concord West Precinct have a mixed history of use as storage warehouses, agricultural equipment manufacturing and offices. Some were constructed on disturbed terrain. Residential areas within these precincts were established in the area prior to the 1930s, with some also constructed on disturbed terrain.



A site history review and a limited site inspection of accessible areas identified potential for contamination to exist within each of the Precincts.



Qualitative risk assessment of each of the Precincts resulted in preliminary contamination risk levels for the identified AECs and associated COPC, as shown in Table 5.2 and Figures 3A‐F, 4A‐B and 5A‐C. The risk ranking from Table 5.1 is presented at the end of this summary.



The majority of the residential areas within each Precinct were identified as low risk of contamination with the majority of commercial industrial site areas being classified as moderate to high risk of potential contamination.



Whilst the investigation identified the potential for soil and groundwater impacts to be present within each of the Precincts, the investigation did not identify the potential for gross or widespread contamination that would preclude rezoning of the sites.



Identified potential soil and groundwater impacts are considered representative of common contaminants and potentially contaminating land use activities which can be readily investigated and managed during the DA stage (i.e. including completion of preliminary and detailed site investigations consistent with relevant SEPP 55 requirements) for redevelopment and assessment for site suitability.

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

In the absence of gross or widespread contamination precluding rezoning, the requirements of the DUAP/EPA (1998) Managing Land Contamination: Planning Guidelines for this type of rezoning are considered to have been satisfied, namely that the land can be made suitable and the rezoning can proceed, “provided that measures are in place to the ensure that the potential for contamination and the suitability of the land for any proposed use are assessed once detailed proposals are made” (s.4.1.2 DUAP 1998).

It is recommended that project‐specific preliminary and/or detailed site investigations be undertaken upon submission of DA for redevelopment of any land within the Precinct areas with a low to moderate or higher preliminary contamination risk ranking, to assess the suitability of that land for the use(s) proposed and whether any contamination of the land requires remediation to make the land suitable.

It is also recommended that Hazardous Building Material Surveys (HBMS) be undertaken prior to any demolition and redevelopment works on individual land parcels where there is the potential for hazardous materials to be present, irrespective of the preliminary risk ranking herein.

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Summary of Preliminary Potential Contamination Risk Site Area

Sub‐Area (AEC)

Risk Level

Basis for Preliminary Risk Level

Residential on standard cut/fill land

Low

Residential on standard cut/fill land

Low

Commercial properties on standard cut/fill

Low to Moderate

Industrial mechanical workshops on standard cut/fill

Moderate to High

School on standard cut/fill land

Low

Commercial on standard cut/fill land

Low to Moderate

Industrial mechanical workshops on standard cut/fill

Moderate to High

Industrial sites on standard cut/fill land with confirmed USTs and potential for hazardous chemical storage/use.

Commercial on standard cut/fill land

High

Industrial mechanical workshops on both standard cut/fill and disturbed terrain

Moderate to High

Area 3

Industrial mechanical workshops on standard cut/fill

Moderate to High

Area 4

Commercial on standard cut/fill land

Low to Moderate

Commercial timber storage yard on standard cut/fill land

Moderate

Industrial mechanical workshops on standard cut/fill

Moderate to High

Industrial mechanical workshops on standard cut/fill

Moderate to High

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A low to moderate risk ranking has been applied based on the commercial use of the site and the potential storage or hazardous chemicals A moderate to high risk ranking has been applied to automotive industrial premises based on potential USTs and the potential storage of hazardous chemicals.

A low risk ranking has been applied to School properties built on standard cut/fill with no other historical land use.

A low to moderate risk ranking has been applied to commercial office buildings, restaurants and associated car parks built on standard cut/fill.

A moderate to high risk ranking has been applied to automotive industrial premises based on potential USTs and the potential storage of hazardous chemicals.

A high‐risk ranking has been applied to industrial sites where it has been confirmed through either site inspection or historical reports that USTs are located on the site and there is the potential for the storage of additional hazardous chemicals.

A low to moderate risk ranking has been applied to commercial office buildings, food production warehouses and associated car parks built on standard cut/fill.

A moderate to high risk ranking has been applied to automotive industrial premises based on potential USTs and the potential storage of hazardous chemicals. Additionally, some areas in the north eastern portion of Area 2 fall within an area of disturbed terrain.

A moderate to high risk ranking has been applied to automotive industrial premises based on potential USTs and the potential storage of hazardous chemicals.

A low to moderate risk ranking has been applied to commercial warehouses, offices and associated car parks built on standard cut/fill.

A moderate risk ranking has been applied to the timber storage yard due to the potential use of or leaching of timber treatment products.

A moderate to high risk ranking has been applied to automotive industrial premises based on potential USTs and the potential storage of hazardous chemicals.

A moderate to high risk ranking has been applied to automotive industrial premises based on potential USTs and the potential storage of hazardous chemicals.

Kings Bay Precinct Residential Area 1

Residential Area 2

Lucas Gardens School and Rosebank College Area 1

Area 2

Area 5

Low to Moderate

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Site Area

Sub‐Area (AEC)

Risk Level

Basis for Preliminary Risk Level

Industrial sites on standard cut/fill land with confirmed USTs and potential for hazardous chemical storage/use.

Residential on standard cut/fill land

High

Commercial on standard cut/fill land

Low to Moderate

Industrial mechanical workshops on standard cut/fill

Moderate to High

A high risk ranking has been applied to industrial sites where it has been confirmed through either site inspection or historical reports that USTs are located on the site and there is the potential for the storage of additional hazardous chemicals.

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A low to moderate risk ranking has been applied to commercial warehouses, offices and associated car parks built on standard cut/fill.

A moderate to high risk ranking has been applied to automotive industrial premises based on potential USTs and the potential storage of hazardous chemicals.

Residential on standard cut/fill land

Low

Commercial on standard cut/fill land

Low to Moderate

Industrial substation on standard cut/fill

Moderate to High

Residential Area 2

Residential on standard cut/fill land

Low

Residential Area 3

Residential on standard cut/fill land

Low

Area 1

Industrial mechanical workshops on standard cut/fill

Moderate to High

Area 2

Commercial on standard cut/fill land

Low to Moderate

Area 3

Commercial on standard cut/fill land

Low to Moderate

Area 4

Commercial on standard cut/fill land

Low to Moderate

Area 6

Burwood Precinct Residential Area 1

Homebush/Concord West Precinct Residential Area 1 Residential on standard cut/fill land

Residential Area 2

Low

Low

Residential and educational premises on disturbed terrain

Moderate

Residential on standard cut/fill land

Low

Residential and educational premises on disturbed terrain

Moderate

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A low to moderate risk ranking has been applied to commercial shops, offices and associated car parks built on standard cut/fill.

A moderate to high risk ranking has been applied to the electrical substation based on potential hazardous materials.

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A moderate to high risk ranking has been applied to automotive industrial premises based on potential USTs and the potential storage of hazardous chemicals.

A low to moderate risk ranking has been applied to commercial shops, offices and associated car parks built on standard cut/fill.

A low to moderate risk ranking has been applied to commercial shops, offices and associated car parks built on standard cut/fill.

A low to moderate risk ranking has been applied to the Hotel and associated car parks built on standard cut/fill.

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A moderate risk ranking has been applied to the residential and educational premises due to the presence of disturbed terrain.

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A moderate risk ranking has been applied to the residential and educational premises due to the presence of disturbed terrain.

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Site Area

Sub‐Area (AEC)

Risk Level

Basis for Preliminary Risk Level

Residential Area 3

Residential on standard cut/fill land

Low

Residential and educational premises on disturbed terrain

Moderate

Residential Area 4

Residential on standard cut/fill land

Low

Residential Area 5

Residential on standard cut/fill land

Low

Area 1

Commercial/Industrial warehouse on standard cut/fill

Moderate to High

Area 2

Industrial workshops on disturbed terrain

Moderate to High

Area 3

High density residential on disturbed terrain

Moderate

PSI Area 1*

Industrial workshops on disturbed terrain

Moderate to High

PSI Area 2*

Industrial workshops on disturbed terrain

Moderate to High

PSI Area 3*

High density residential on disturbed terrain

Moderate

PSI Area 4*

Industrial sites on disturbed terrain with confirmed USTs and potential for hazardous chemical storage/use.

High

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A moderate risk ranking has been applied to the residential and educational premises due to the presence of disturbed terrain.

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A moderate to high risk ranking has been applied to the warehouse due to its historical site use for mechanical equipment manufacturing and potential USTs and storage of hazardous chemicals.

A moderate to high risk ranking has been applied to the industrial premises based on potential USTs, storage of hazardous chemicals and disturbed terrain.

A moderate risk ranking has been applied to the high density residential premises due to the presence of disturbed terrain.

A moderate to high risk ranking has been applied to the industrial premises based on potential USTs, storage of hazardous chemicals and disturbed terrain.

A moderate to high risk ranking has been applied to the industrial premises based on potential USTs, storage of hazardous chemicals and disturbed terrain.

A moderate risk ranking has been applied to the high density residential premises due to the presence of disturbed terrain.

A high‐risk ranking has been applied to industrial sites where it has been confirmed through either site inspection or historical reports that USTs are located on the site and there is the potential for the storage of additional hazardous chemicals.

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1.

Introduction

1.1 Background and Objectives JBS&G Australia Pty Ltd (JBS&G) was engaged by City of Canada Bay (Council, the client) for the delivery of a Preliminary Site Investigation (PSI) relating to the Parramatta Road Urban Transformation Precincts. The Precinct locations, Kings Bay Precinct, Burwood Road Precinct and Homebush/Concord West Precinct, are detailed on Figure 1.

Council is currently progressing the NSW Government’s Parramatta Road Urban Transformation Strategy, together with Burwood and Strathfield councils, involving urban design, economic feasibility testing and traffic and transport modelling. Precincts along the Parramatta Road corridor have a long history of industrial use, particularly in the rezoning areas identified by the Strategy as being of priority for rezoning in the near future.

State Environmental Planning Policy No. 55 – Remediation of Land (SEPP 55) and DUAP/EPA (1998) SEPP 55 Planning Guidelines require consideration of contamination issues when rezoning land. If a rezoning allows a change of use that may increase the risk to health or the environment from contamination, then the planning authority must be satisfied that the land is suitable for the proposed use or can be remediated to make it suitable.

Council has identified the need to assess the potential for contamination which could constrain development of sites within the Precincts for Mixed Use and Medium Density Residential uses. It is understood Council requires to make such determinations by mid‐October 2018, which limits the ability to complete detailed site investigations that would satisfy planning requirements for future Development Application (DA).

As such, Council requires completion of this PSI to satisfy State Environmental Planning Policy 55 – Remediation of Land (SEPP 55) requirements for rezoning application. Council has also requested the scope allow for risk‐ranking of sites to identify areas which may require targeted site investigation (TSI) to confirm whether such land is or can be made suitable for rezoning, and to assist in identifying requirements to address contamination as part of future site‐specific DAs. The Brief provided by Council notes some areas within the Homebush/Concord West Precinct have already been assessed for potential contamination and the reports are reviewed and summarised within this PSI. These areas are identified on Figure 2. Council also considers some areas within the Precincts have a ‘low risk’ of potential contamination, being low density residential housing, schools or colleges, which are not likely to require consideration for TSI. These areas are also identified on Figure 2.

The objective of the project is to assess the potential for contamination within the Precincts which may not be suitable for rezoning for mixed use and medium‐density residential uses or which may require remediation to make the land suitable for such uses, and complete targeted investigation to confirm such findings where required.

1.2 Scope of Works The scope of work was prepared based upon an understanding of the client’s requirements as expressed in the Brief, together with consideration of guidelines made or approved by the NSW Environment Protection Authority (EPA) including the NEPC (2013) National Environment Protection (Assessment of Site Contamination) Measure 1999, as amended 2013 (ASC NEPM). The scope of work also considers Council’s Contaminated Land Policy and SEPP 55 requirements. The specific scope of works for the PSI is summarised below: 

Review of all available previous site investigation reports and property documentation available from Council and as may be readily publicly available;

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

Current and historical land title records for a selection of properties within the Precincts, (up to 10 lots selected based on a preliminary assessment of potential risk, based on current land use and historical aerial photography);



Historical aerial photographs covering the Precincts;



Heritage records as available online;



Records of environmental incidents or former environmental licences and notices as held by the EPA;



Environmental setting including geology, acid sulfate soils, groundwater, topography, etc; and;



Licensed groundwater bores present within a 1.5 km radius of each parcel available on the online NSW Natural Resources Atlas;



Site Inspection by a qualified environmental scientist from publicly accessible areas of the site;



Risk ranking of the properties within each of the site areas; and



Preparation of this PSI report.

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2.

Site conditions and Surrounding Environment

2.1

Site Identification

The location of the sites is shown on Figures 1, and the current layout and boundary are shown in Figures 2A to 2C. The site details are summarised in Table 2.1 below.

Table 2.1: Site Details Site

Stage 1 Kings Bay Precinct

Stage 1 Burwood Road Precinct

Stage 1 Homebush/Concord Precinct

Lot / DP Number Various, See table in Appendix A Various, See table in Appendix A Various, See table in Appendix A Street Address

Five Dock, NSW, 2046

Concord, NSW, 2137

Homebush/Concord West, NSW, 2140/2138

Local Government Authority

City of Canada Bay

City of Canada Bay

City of Canada Bay

Site Area

Approximately 235606 m2

Approximately 53525 m2

Approximately 149602 m2

Current Zoning

Mixed Residential, Commercial/Industrial

Mixed Residential, Commercial/Industrial

Mixed Residential, Commercial/Industrial

Geographic Coordinates

E: 326024.1515 N: 6250696.339 E: 324762.6854 N: 6250822.49

E: 322742.2288 N: 6253021.559

Previous Land Use

Mixed Residential, Commercial/Industrial

Mixed Residential, Commercial/Industrial

Mixed Residential, Commercial/Industrial

Mixed Residential, Commercial/Industrial

Mixed Residential, Commercial/Industrial

Current Land Use Mixed Residential, Education, Commercial/Industrial

2.2

Site Description

2.2.1

Stage 1 Kings Bay Precinct

A detailed site inspection was undertaken on 15 August 2018 by an experienced JBS&G Field Scientist. Site observations are detailed below, and a photographic log is provided in Appendix B. To aid in the site description, the Precinct was divided up into areas as shown on Figure 2A attached and detailed below: Lucas Garden School Lucas Garden School was located in north‐western corner of the block also containing Area 1. It was bordered by Walker Street to the west and Queens Road to the north. The school comprised single storey brick buildings surrounded by concrete sealed surfaces and garden beds.

Commercial/Industrial Area 1 Area 1 comprised of mixed commercial/ industrial premises with an Officeworks in the south western portion of the area, a McDonalds and KFC in the southern centre of the area and an active Shell service station with an attached carwash facility in the south west. The land had been altered by cut and fill activity, particularly in the eastern driveway (access way to the southern portion of Area 1). Litter was observed along the driveway. The majority of open surface was concrete or bitumen sealed, with pockets of garden beds and concrete gutters. Underground storage tank (UST) fill points and monitoring wells were observed within the service station site area.

The Canada Bay SES complex was located north of the carwash facility. It comprised demountable sheds with brick stilts on a bituminous sealed surface and was bordered by Regatta Road to the east.

A car workshop was located north of the SES and was bordered by Queens Road to the north.

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Commercial/Industrial Area 2 Area 2 was bordered by Queens Road to the north, William Street to the east, Spencer Street to the south and Regatta Road to the west. The area comprised mixed light to medium commercial premises and mechanical workshops, with open areas either sealed with concrete or landscaped into garden beds. The buildings were generally 2 or 3 storey brick structures. The area generally sloped to the east.

Commercial/Industrial Area 3 Area 3 was bordered by Spencer Street to the north, William Street to the east, Parramatta Road to the south and Regatta Road to the west. Brick commercial office buildings were south facing along Parramatta Road, with bitumen/concrete sealed car parking at the rear.

Commercial/Industrial Area 4 Area 4 was bordered by Queens Road to the north, Rosebank College to the east, Parramatta Road to the south and William Street to the west. Area 4 was utilised for a mixture of food production and car workshops. The roofing of the warehouse in the north western corner of the area was observed to contain potential non‐friable asbestos containing material (ACM) ’Super 6’ sheeting. Some general cut and fill was visible within the carpark/dock of the Angeles Fine Foods Australia property in the north western portion of the site.

Commercial/Industrial Area 5 Area 5 was bordered by Kings Road to the north, William Street to the west and Queens Road to the south. The area contained one residential property (133 Kings Road), with remaining buildings comprising car workshops and associated offices. The workshops and carparks were sealed with concrete or bitumen. The properties sloped to the north west with water assumed to drain into stormwater infrastructure along Kings Road.

Four sealed former fuel bowser points were identified in the southern portion of the carpark at 118 Kings Road, assumed to be associated with a number of underground storage tanks (USTs). What appeared to be the flooring of a former service station shop was observed in the centre of the car park area where the ground surface was sealed with tiles and concrete. Potential non‐friable ACM fragments were observed in fill material stockpiled in the carpark, at the back of 131 Kings Street.

Potential non‐friable ACM sheeting roofing was observed at the eastern end of the warehouse at 118 Kings Road.

The western end of the southern length of Area 5 was characterised by a brick retaining wall along the back of the warehouses, concrete driveways and a concrete public footpath. Th brick wall supported a built‐up garden bed which was observed to contain potential non‐friable ACM impacted fill material. The eastern end of the southern length was characterised by 1 to 2 storey brick warehouses/offices and associated concrete carparks. A steep slope upwards to the east was noted.

Rosebank College The school buildings were 2 to 3 storey brick structures with an approximately 2 m high brick/timber fence around the parameter. The area sloped slightly downward to the west. The open space areas were mostly paved with some small garden beds.

Residential Area 1 The residential area comprised single and double storey brick homes and 2‐3 storey brick town houses. Front yards contained a combination of turf, garden beds and concrete sealed paths/driveways. They were enclosed by a combination of Colorbond, timber picket fencing or brick walls. The area gently sloped downward to the west along Kings Road.

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Residential Area 2 (includes Commercial) The residential area comprised single and double storey homes. The front yards generally comprised turf, garden beds and/or sealed driveways/ footpaths, and a majority had a front yard fence. The area was predominately flat with a gentle downward western slope along Kings Road. Tree coverage on the eastern end of King Street. The southern half of Residential Area 2 has a mixed commercial precinct bordering Queens Road comprising of 1 or 2 storey brick buildings.

Commercial/Industrial Area 6 Area 6 was bordered by Queens Road to the north, Harris Road to the west and Parramatta Road to the south. The eastern length of the area was bound by residential properties and formed the eastern end of the Kings Bay Precinct. Two residential properties were located within the area (8 and 10 Harris Road) while the remainder of the area was utilised for commercial purposes.

The north western corner of Area 6 contained a modern commercial complex of approximately 5 storeys, with an underground carpark and built up garden beds. The majority of the remaining commercial portion of Area 6 was dedicated to car workshops.

The area sloped downwards to the north west and some cut and fill activity was evident at the property boundaries (i.e. carpark levels between properties). An exposed soil profile was observed in the broken concrete seal of the Five Dock Classic building (51‐55 Parramatta Road) and the exposed clay appeared to be natural material. It was considered that cut and fill activity in the area was likely to have been undertaken.

2.2.2

Stage 1 Burwood Road Precinct

A detailed site inspection was undertaken on 17 August 2018 by an experienced JBS&G Environmental Consultant. Site observations are detailed below, and a photographic log is provided in Appendix C. To aid in the site description, the Precinct was divided up into areas as shown on Figure 2B attached and detailed below: Residential Area 1 Residential Area 1 was bordered by Burton Street to the north, Neichs Lane and Burwood Road to the east, Parramatta Road to the south and, Commercial/Industrial Area 1, Frankie Lane and Broughton Street to the west. The area generally sloped downward to the south east with properties generally benched to create flat land. A mixture of 1 and 2 storey brick houses and apartment complexes with gardens and sealed driveways were observed within the area. The ground floor of the apartment complex bordering Parramatta Road was utilised for commercial purposes while the upper floors appeared to be residential premises. An electrical substation was observed at 243 Broughton Street.

Residential Area 2 This area was bordered by Burton Street to the north, Commercial/Industrial Area 4 to the east, Commercial/Industrial Area 2 to the south and Burwood Road to the west, with Neichs Lane intersecting the area. The area generally sloped downward to the south east. Residential properties comprised low level brick apartments and a single storey house. 20 Burton Street also had an underground parking lot.

Residential Area 3 Residential Area 3 was bordered by Burton Street to the north, Loftus Street to the east and Commercial/Industrial Area 4 to the south and west. The entire area comprised brick houses varying in size. A small housing village with three 2 storey buildings was observed in the eastern portion of

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the site. The front yards of the properties were a mixture of turf, garden beds and sealed surfaces.

The nature strip and footpaths were well maintained with scattered trees along Burton Street.

Commercial/Industrial Area 1 Area 1 was bordered by Residential Area 1 to the north and east, Parramatta Road to the south and, Broughton Street to the west. Commercial premises were active in the area, including a car radio retailer to the west which was surrounded by a bituminous sealed car park that sloped downward to the south east. A small coffee shop was observed in the middle of Area 1 with a concrete sealed car park that sloped steeply to the south. The remaining buildings in the northern and eastern portions of Area 1 were associated with car sales centres / office buildings.

Commercial/Industrial Area 2 Area 2 was bordered by Neichs Lane to the North and west, Burwood Road to the east and Parramatta Road to the south. The area sloped downward to the south east. Commercial retail businesses occupied the area including news outlets, massage shops and restaurants. The shops were built to the property boundary along Burwood Road and Parramatta Road, with concrete sealed, fenced in yards off Niechs Lane.

Commercial/Industrial Area 3 Area 3 was bordered by Residential Area 2 to the north, Neichs Lane to the east, Parramatta Road to the south and Burwood Road to the west. The area sloped downward to the south east. Area 3 comprised multi‐storey commercial buildings with retail shops. The shops were built to the property boundary along Burwood Road and Parramatta Road, with concrete sealed car parks off Niechs Lane.

Commercial/Industrial Area 4 Area 4 was bordered by Burton Street and Residential Area 3 to the north, Loftus Street to the east, Parramatta Road to the south, and Neichs Lane and Residential Area 2 to the west. The area generally sloped downward to the south east, while access driveways sloped steeply downward to the south. The area comprised commercial premises with a car workshop, carwash service and Pine Inn Pub along Parramatta Road. Existing features included raised garden beds and building walls bordering the property boundary adjacent to Parramatta Road and Loftus Street. The remaining open space was sealed concrete/bitumen carpark space with cut and fill activities that resulted in flattened/benched land along property boundaries.

2.2.3

Stage 1 Homebush/Concord West Precinct

A detailed site inspection was undertaken on 17 August 2018 by an experienced JBS&G Environmental Consultant. Site observations are detailed below, and a photographic log is provided in Appendix D. To aid in the site description, the Precinct was divided up into areas as shown on Figure 2C attached and detailed below. It is noted some areas in this Precinct have already been subject of PSIs, and these are described below separately as PSI Areas.

Residential Area 1 Area 1 is bordered by Victoria Avenue on the north, King Street on the east, Commercial/Industrial Area 1 and PSI Area 2 on the south and Homebush Bay Drive on the west. George Street intersects Area 1 and the Victoria Avenue Community Precinct occupies the western area. Residential houses are either 1 or 2 storeys and comprise of brick construction with concrete driveways, and landscape front gardens. The Victoria Avenue Community Precinct is a two storey, metal and brick constructed facility with landscaped features and concrete sealed pathways. Surrounding the precinct is are trees and shrubs with a bitumen sealed single dual way road parallel to Homebush Bay Drive on the west.

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Residential Area 2 Area 2 was intersected by George Street and bordered by Commercial/Industrial Area 3 and Residential Area 3 on the north, King Street on the east, Victoria Avenue on the south, Homebush Bay Drive on the west and Commercial/Industrial Area 2 on the north‐west. Residential houses were either 1 or 2 storeys and comprise of brick construction with concrete driveways, and landscape front gardens. A Sydney Water asset was located at the south west portion of the site comprising of brick construction, concrete sealed driveway and grassed surroundings.

Residential Area 3 Area 3 sloped to the west and was bordered by Liberty Grove residential housing to the north, King Street to the east, Residential Area 2 to the south, Commercial/Industrial Area 3 to the south‐west and PSI Area 4 to the west.

Residential houses are either 1 or 2 storeys and comprise of brick or fibro sheet construction, with concrete driveways, and landscape front gardens.

Residential Area 4 Area 4 sloped gently to the north west and was bordered by Liberty Grove residential housing to the north, rail corridor to the east, Residential Area 5 to the south, and King Street to the west.

Residential houses are either 1 or 2 storeys and comprise of brick or fibro sheet construction, with concrete driveways, and landscape front gardens.

Residential Area 5 Area 5 sloped gently to the west and was bordered by Residential Area 4 to the north, rail corridor to the east, Victoria Avenue to the south, and King Street to the west.

Residential houses were either 1 or 2 storeys and comprised of brick or fibro sheet construction, with concrete driveways, and landscape front gardens.

Commercial/Industrial Area 1 Area 1 sloped north‐east and was bordered by Residential Area 1 to the north, the rail corridor to the east, private residential property to the south and George Street to the west. The Westpac Service Centre was the predominant feature, comprising of a single storey office block, carpark, concrete/bitumen sealed pathways and landscaped gardens. The carpark was 3 storeys and located in the southern vicinity. A childcare facility occupied the north in a separate premises with a bitumen sealed carpark, and garden beds surrounding the facility.

Commercial/Industrial Area 2 Area 2 sloped north west and was bordered by PSI Area 4 to the north, George Street to the east, Residential Area 2 to the south and Homebush Bay Drive to the west. A furniture wholesaler was the predominate feature in Area 2 comprising of a 2‐storey commercial building with concrete driveway and sealed footpath with associated garden features. Wood and furniture goods were identified in the loading bay west of the building.

Commercial/Industrial Area 3 Area 3 sloped to the west and was bordered by Residential Area 3 to the north and east, George Street to the south and PSI Area 4 to the west.

The area was occupied by 3 storey residential brick apartments with basement carpark, and heavily landscaped garden features.

PSI Area 1 PSI Area 1 sloped towards the north‐west and was bordered by Powells Creek Reserve to the west, Conway Avenue to the south, George Street to the east and PSI Area 2 to the north.

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Commercial properties are predominant across the area with two residential properties adjacent to George Street. Commercial properties are double storey warehouses of brick/stone construction with sealed pathways. A carpark occupies the area with drainage sloping pre‐existing stormwater infrastructure.

PSI Area 2 PSI Area 2 slopes towards the west and is bordered by Powells Creek Reserve to the west, PSI Area 1 to the south, George Street to the east and Residential Area 1 to the north.

Commercial properties are predominant across the area with paved or concrete surfaces and garden beds in the open spaces. The buildings have been raised to be creating a low point at the George Street corner.

PSI Area 3 PSI Area 3 was entirely occupied by a 1‐2 storey brick factory/warehouse with small concrete‐sealed driveway off King Street and small grassed area in front of the office area at the east extent of Victoria Avenue, with rail corridor immediately to the east.

PSI Area 4 PSI Area 4 has no distinct slope and is bordered by Liberty Grove residential properties to the north, Residential Area 3 and Commercial/Industrial Area 3 to the east, Commercial/Industrial Area 2 to the south and Homebush Bay Drive to the west.

A double storey warehouse of brick construction is the predominant feature in the area; with a poorly sealed bitumen carpark and associated stormwater infrastructure. Garden beds surround the building and property boundary.

2.3

Surrounding Land Use

2.3.1

Stage 1 Kings Bay Precinct

The general surrounding land uses have been identified as follows and are summarised on Figure 2A attached: 

North – North of the site (west to east) changes from residential properties and associated roadways (Bayview Road and Regatta Road), Charles Heath Reserve and the Five Dock Leisure Centre, and further residential (high density) at the eastern end. Barnwell Park Golf Course extends north of the Leisure Centre to Parramatta River at Kings Bay.



East – Directly east of the site is predominantly residential properties with Courland Street beyond and further residential properties. Some commercial exists to the southeast north of Parramatta Road



South – Parramatta Road lies directly south of the site with a mix of commercial/industrial and residential properties along the road and residential properties further beyond.



West – Directly west of the site are residential properties with more residential properties and Taylor Street beyond.

Based on the general observations of surrounding properties, it was considered the potential for contamination to be migrating onto the site from surrounding areas was low to moderate based on the residential and types of nearby commercial uses.

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2.3.2

Stage 1 Burwood Precinct

The surrounding land uses have been identified as follows and are summarised on Figure 2B attached: 

North – Directly north of the site is Burton Street with residential properties beyond.

Broughton Street, Burwood Road and Loftus Street are also located north of the site, running north to south.



East – Directly east of the site is Concord Oval and the West Harbour Rugby Union Football Club.



South – Parramatta Road lies directly south of the site with a mix of commercial and industrial properties along the road and residential properties beyond.



West – Directly west of the site is St Mary’s Catholic Parish, St Mary’s Primary School and St Mary’s Villa Residential Aged Care with residential properties beyond.

Based on the general observations of surrounding properties, it was considered the potential for contamination to be migrating onto the site from surrounding areas was low based on the largely residential and recreational land uses, and given the commercial industrial uses to the south were downgradient of the Precinct.

2.3.3

Stage 1 Homebush/Concord West Precinct

The surrounding land uses have been identified as follows and are summarised on Figure 2C attached: 

North – North of the site is residential properties and associated roadways (Cole Crescent and Charlton Drive).



East – Directly east of the site is the railway line with associated Concord West Train Station, and St Ambrose Catholic Primary School and mixed commercial and residential properties beyond.



South – Rothwell Avenue is located directly south of the site with a mix of low and high density residential with some commercial industrial beyond.



West – Directly west of the northern site area is Homebush Bay Drive with Sydney Olympic Park Beyond. In the south the Precinct is bound to the west by Powells Creek Reserve playing fields and tennis courts, then Powells Creek and Bressington Park beyond.

Based on the general observations of surrounding properties, it was considered the potential for contamination to be migrating onto the site from surrounding areas is low.

2.4

Topography

Kings Bay Precinct Review of the regional topography maps from SIX Maps1 indicated that the Kings Bay Precinct site has an elevation of approximately 10 m above the Australian Height Datum (AHD). Based on the site inspection the overall site sloped inwards toward William Street with additional localised sloping downwards towards Parramatta Road along the western portion and downwards toward Queen street along the northern portion.

1

SIX Maps http://maps.six.nsw.gov.au/ (Accessed 4 September 2018)

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Burwood Road Precinct Review of the regional topography maps from SIX Maps indicated that the Burwood Precinct had an elevation of approximately 10 m above the Australian Height Datum (AHD). Based on the site inspection the site was elevated above Parramatta Road and the entire area sloped gently in a southerly direction.

Homebush/Concord West Precinct Review of the regional topography maps from SIX Maps indicated that the Homebush/Concord West Precinct has an elevation of approximately 10 m above the Australian Height Datum (AHD). Based on the site inspection the Precinct generally sloped west or north west toward Homebush Bay Drive and Powells Creek Reserve.

2.5

Geology

Kings Bay Precinct Based on the Sydney 1:100 000 Geological Map2, the Kings Bay Precinct was located in an area predominantly underlain by Triassic Ashfield Shale of the Wianamatta Group. Typical geological characteristics of this profile are black to dark grey shale. The central northern portion of the site included an area underlain by Quaternary alluvial to estuarine silty to peaty quartz sand, silt and clay sediments with ferroginous and humic cementation in places with common shell layers. These sediments are mapped as extending north beneath the Leisure Centre and southern portion of the Golf Course. The remainder of the golf course, northward towards the bay, is mapped as being underlain by man‐made fill, consistent with possible historical reclamation of low‐lying areas along the Parramatta River.

Based on the Sydney 1:100 000 Soil Landscape series sheet 91303, the landscape in the central/northern area of the site comprises of level plain to hummocky terrain, extensively disturbed by human activity, including complete disturbance, removal or burial of soil. Local relief <10 m, slopes <30%. Landfill includes soil, rock, building and waste materials. Original vegetation completely cleared, replaced with turf or grassland. The soils across this area comprise of turfed fill areas commonly capped with up to 40 cm of sandy loam or up to 60 cm of compacted clay over fill or waste materials. Limitations are dependent on nature of fill material however include mass movement hazard, unconsolidated low wet strength materials, impermeable soil, poor drainage, localised very low fertility and toxic materials.

The landscape across the majority of the site (excluding the central/northern area) comprises gently undulating rises on Wianamatta Group shales and Hawkesbury shale. The local relief to 30 m, slopes are usually <5%. Additionally, the areas comprise of broad rounded crests and ridges with gently inclined slopes and cleared eucalypt woodland and tall open‐forest (wet sclerophyll forests). Soils include shallow to moderately deep (<100 cm) red and brown podzolic soils on crests, upper slopes and well‐drained areas with deep (150‐300 cm) yellow podzolic soils and soloths on lower slopes and in areas of poor drainage. Limitations include moderately reactive highly plastic subsoil, low soil fertility and poor soil drainage.

Burwood Road Precinct Based on the Sydney 1:100 000 Geological Map, the Burwood Road site was located in an area underlain by Triassic Ashfield Shale of the Wianamatta Group. Typical geological characteristics of this profile are black to dark grey shale.

2

Sydney 1:100 000 Geological Map, map sheet 9130, 1st Edition (1983) (Accessed 4 September 2018) Penrith 1:100 000 Soil Landscape Series Sheet 9030 2nd Edition (1990) http://www.environment.nsw.gov.au/eSpade2Webapp

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Based on the Sydney 1:100 000 Soil Landscape series sheet 9130, The landscape across the entire site comprises gently undulating rises on Wianamatta Group shales and Hawkesbury shale. The local relief to 30 m, slopes are usually <5%. Additionally, the areas comprise of broad rounded crests and ridges with gently inclined slopes and cleared eucalypt woodland and tall open‐forest (wet sclerophyll forests). Soils include shallow to moderately deep (<100 cm) red and brown podzolic soils on crests, upper slopes and well‐drained areas with deep (150‐300 cm) yellow podzolic soils and soloths on lower slopes and in areas of poor drainage. Limitations include moderately reactive highly plastic subsoil, low soil fertility and poor soil drainage.

Homebush/Concord West Precinct Based on the Sydney 1:100 000 Geological Map, the Homebush/Concord West site was located in an area underlain by Triassic Ashfield Shale of the Wianamatta Group. Typical geological characteristics of this profile are black to dark grey shale. The northwest of the Precinct, north of Powells Creek Reserve, are likely underlain by either Quaternary sand, silt and clay sediments and/or man‐made fill including dredged estuarine sand, mud, demolition rubble, industrial and household waste.

Based on the Sydney 1:100 000 Soil Landscape series sheet 9130, The landscape across the entire site comprises gently undulating rises on Wianamatta Group shales and Hawkesbury shale. The local relief to 30 m, slopes are usually <5%. Additionally, the areas comprise of broad rounded crests and ridges with gently inclined slopes and cleared eucalypt woodland and tall open‐forest (wet sclerophyll forests). Soils include shallow to moderately deep (<100 cm) red and brown podzolic soils on crests, upper slopes and well‐drained areas with deep (150‐300 cm) yellow podzolic soils and soloths on lower slopes and in areas of poor drainage. Limitations include moderately reactive highly plastic subsoil, low soil fertility and poor soil drainage.

2.6

Acid Sulfate Soils

Review of the Acid Sulfate Soil Risk Map for Prospect/Parramatta (DLWC 19974) indicated that the majority of all three Precincts fall within areas of no known occurrence of acid sulfate soils with the following exceptions:

2.7



An area at the central northern portion of the Kings Bay Precinct which falls within an area of disturbed terrain (Figures 3B and 3C), including filled areas which often occur during reclamation of low lying areas for urban development, where the potential for acid sulfate soils has not been mapped.



The western side of the Homebush/Concord West Precinct which also falls within an area of disturbed terrain as detailed above (Figures 5A to 5C).

Hydrology

No major surface water bodies were located on any of the Precinct site areas. The nearest surface water body to the Kings Bay Precinct is the Paramatta River, at Kings Bay, less than 300 m north of the site. The closest surface water body to the Burwood Precinct is also the Paramatta River, at Exile Bay, which is less than 700 m north east. And the closest surface water body to the Homebush/Concord West Precinct is Powells Creek which is approximately 200 m west of the site, a tributary to the Paramatta River entering into Homebush Bay. Rainfall that falls onto the site is likely to runoff sealed/compacted bare ground surfaces into guttering and stormwater infrastructure observed onsite and in the adjacent sealed roads or infiltrated into soils in unsealed areas. Surface water flow is anticipated to be north toward the Paramatta River from both Kings Bay Precinct and Burwood Precinct and West toward Powells Creek

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Acid Sulphate Soil Risk Map – Prospect/Paramatta River, Edition Two (December 1997) Department of Land and Water Conservation DLWC 1997

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from Homebush/Concord West Precinct, following the local topography, except where flow is constrained by stormwater infrastructure.

2.8

Hydrogeology

Review of the NSW Office of Water’s Groundwater database5 was undertaken and registered groundwater monitoring well data search results are provided in Appendix E and summarised below.

Kings Bay Precinct Review of the NSW Office of Water’s Groundwater database revealed 3 monitoring wells within 300 m of site. No groundwater depths or construction details were recorded for the borehole as detailed in Table 2.2 below.

Table 2.2: Registered Groundwater Monitoring Well Details Well ID

Distance from Site

Construction Details

GW112141

Approximately 300 m south west of the site

No construction details provided.

GW112142

Adjacent (west) of Site Area 5

No construction details provided.

GW112143

On the south eastern corner of the No construction details provided. site

Burwood Precinct Review of the NSW Office of Water’s Groundwater database revealed 11 monitoring wells within 500 m of site. Groundwater depths and construction details are summarised in Table 2.3 below.

Table 2.3: Registered Groundwater Monitoring Well Details Well ID

Distance from Site

Construction Details

GW114577

<100 m south east of the site

No construction details provided.

GW112634 & GW112635 & GW112636

<50 to <100 m, to the south west across Parramatta Rd

Well depth of 6 m, fill material from ground to 1 m bgs, firm brown clay from 1 to 2 m bgs, weathered siltstone from 2 to 3 m and weathered shale from 3 to > 6 mbgs. Water bearing zone from 3 to 5 m bgs.

GW105170

<100 m, to the south west across Parramatta Rd

No construction details provided.

GW105171

<100 m, to the south west across Parramatta Rd

Well depth of 6 m, dark brown, red, moist clay from ground to 1.7 m bgs, weathered shale from 1.7 to 5.3 m bgs, weathered dark grey shale from 5.3 to > 8.2 mbgs. Water bearing zone from 3 to 5 m bgs.

GW105172 & GW105173 & GW112139

<300 m, to the south west across Parramatta Rd

No construction details provided.

GW112140

<300 m, to the north of the site

No construction details provided.

GW102215

<500 m, to the north of the site

Well depth >15 m bga, fill material from 0 to 15 m bgs. No water bearing zones specified

5

Office of Water’s Groundwater Monitoring Overview Map http://allwaterdata.water.nsw.gov.au/water.stm (Accessed 6 April 2017)

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Homebush/Concord West Review of the NSW Office of Water’s Groundwater database revealed 5 monitoring wells within 500 m of site. No groundwater depths or construction details were recorded for the borehole as detailed in Table 2.4 below.

Table 2.4: Registered Groundwater Monitoring Well Details Well ID

Distance from Site

Construction Details

GW111674, GW11167, GW111672, GW1148, GW114858

<500 m to the south of the site

No construction details provided.

Based on information provided in the Phase 2 Detailed Site Investigation report for 2‐4 Rothwell Avenue, adjacent Powells Creek reserve, undertaken by WSP (WSP 2015) (summarised in Section 3.2.4 below), groundwater bores within 350 to 400 m north west of the site encountered groundwater at approximately 1.8 m bgs.

2.9

EPA Records

A search of the EPA’s public register under the Protection of the Environment Operations Act 1997 was undertaken (Appendix F). The search identified, for the Precincts, there were: 

No prevention, clean‐up or prohibition notices relating to Environment Protection Licences (EPLs).

A licence to generate or store waste at the commercial premises at 27‐29 George Street, Concord West, operated by Westinghouse Brakes, was surrendered in 2004.

A search was also undertaken through the EPA’s Public Contaminated Land Register (Appendix F).

The search identified that there have been no notices issued under the Contaminated Land Management Act 1997 (CLM Act) for the Precincts.

No properties within the three Precinct areas have been notified to the EPA as potentially containing significant contamination under S60 of the CLM Act (as of 5 September 2018).

A STA bus depot southeast of the Burwood Precinct has been notified to EPA, who have noted the site as formerly being regulated under the CLM Act. Notices relating to this site were repealed by EPA in early 2010 following a Site Audit in 2009. Based on the EPA records impacts at the bus depot are not likely to be migrating from the depot nor toward the Precinct.

2.10

Title Details

To gain an understanding of potential land use, current and historical land title records were obtained for a selection of representative properties. The results are summarised below. Copies of title documentation and a summary table are included in Appendix G. Current details regarding ownership and/or occupation of land parcels within the site are also provided in Appendix G. Kings Bay Precinct Based on a review of selected historical title documentation, various site uses as summarised in Table 2.5 below.

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Table 2.5: Kings Bay Precinct Title Requests Address

Lot and DP

General Use

7 Regatta Rd, Five Dock

Lot 13, DP826063 Initially covered by 4 areas the sites were owned from 1888 a builder and Railway servants. The sites were later owned by an accountant, a fireman and Railway employees. The site is currently owned by Drummoyne and Concord Council.

57 Queens Rd, Five Lot 1, DP180829 The site was owned in 1928 by Richard Hughes Limited and is currently owned Dock

by G and J Drivas Pty Limited 51 Parramatta Rd, Five Dock

Lot 17, DP718237 The site was owned from 1908 by a bag Merchant, later by a solicitor, a tyre retreater and currently by Majors Bay Holdings Pty Ltd

Lot 92, 95 Queens Rd, Five DP1047100 Dock 11‐15 Spencer St, Five Dock

Lot 102, DP839777

Initially covered by 3 areas the sites were owned from married women and Gentlemen as well as a milk vendor, an iron moulder and a storeman. The current owner is Salvatore Papa and Giuseppina Daniella Papa, bakers.

Initially covered by owned in 1886 by a tanner and later by a plumber, followed by an accountant and draughtsman. Later (1967) owned by the Board of Fire Commissioners of NSW. The site is currently owned by Quay Group Pty Ltd.

Burwood Precinct Based on a review of selected historical title documentation, various site uses as summarised in Table 2.6 below.

Table 2.6: Burwood Precinct Title Requests Address

Lot and DP

13 Paramatta Rd, Concord

Lot 1, DP839095 The site was owned from 1921 by a company director, a general merchant, a jam manufacturer, a builder and a Motor Trader.

55 Paramatta Rd, Concord 6 Burwood Rd, Concord

Lot 14, DP1221579

General Use

The site was owned in 1927 by a furrier and later by a timber merchant, an engineer, a car dealer and currently by Natchris Pty Ltd

Lot B, DP376150 The site was owned from 1922 by an importer, and later a taxi driver, a store

keeper, a restaurant proprietor and currently by private individuals.

Homebush/Concord West Precinct Based on a review of selected historical title documentation, various site uses as summarised in Table 2.7 below.

Table 2.7: Homebush/ Concord West Title Requests Address

Lot and DP

1 Kings St, Concord Lot 101, West DP791908 Lot 149, 202‐210 George St, DP979563 Concord West

2.11

General Use Owned from 1915 by Massey Harris Company Limited (manufacturer of agricultural equipment) and later by the Commonwealth of Australia and currently by Parangool (Concord West) Pty Ltd. The site was owned from 1912 by a widow and later by a civil servant, Butler & Norman Ltd (glass bottles), the Adelaide Steamship Company Ltd and currently owned by Bucaneve Pty Ltd

Heritage

A search of the Australian Heritage Trust database and the NSW Heritage Inventory did not reveal any Heritage listed items at the site.

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2.12

WorkCover Dangerous Goods Search

A WorkCover Dangerous Goods search for individual allotments was not conducted given the short project timeframe, the project objectives and authorisation requirements.

It is noted from limited site inspections completed for this PSI that some properties are likely to currently store dangerous goods, such as fuel in USTs at the service station and council depot in the Kings Bay Precinct, and other properties may have formerly stored or still do store dangerous goods.

Future investigations at specific DA stage will need to confirm dangerous goods storage where such is suspected.

2.13

Integrity Assessment

The information obtained from the historical sources reviewed has been found to be in general agreement. It is therefore considered that the information provided in this historical assessment has an acceptable level of accuracy.

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3.

Site History

3.1

Aerial Photographs

Historical aerial photographs dating from 1930 to 2016 were provided by the Land and Property Information Division of the Department of Finances, Services and Innovation were reviewed for this assessment. The aerial photograph review identified the following features in relation to the history of the 3 site areas and are provided in Appendix H and summarised below: Kings Bay Precinct 

1930: The general layout of the site was already established with Paramatta Rd, Queens Road, Kings Road, Harris Road, William Street and Regatta Road already established. A number of the residential properties in the northern and eastern portions of the site had also been established as well as a number along Parramatta Road and Queens Street (Area 2 and 3) which are no longer residential. The large warehouse on the south eastern corner of Queens Rd and William Street had already been constructed as well as a few smaller warehouses on the corner of Parramatta Road and William Street as well as along Queens Road (within Area 2). The surrounding areas to the east, north and west were substantially residential housing with associated roadways. The area to the north of the central portion of the site appeared to comprise vacant waterside land (now known as Barnwell Park – Golf Course) with the water much closer than current aerial images.



1943: The site and surrounding area appeared similar to the previous aerial photograph with the addition of a number of warehouses, one on the south western corner of the site and a number along paramatta Road. Rosebank College has also been established between Queens Road and Paramatta Road. The waterside land still appeared vacant with the addition of a warehouse directly north of the site on the western side of Harris Road.



1951: The site and surrounding area appeared similar to the previous aerial photograph with the construction of the warehouse on the north eastern corner of Queens Road and Williams Street (Area 5), and an extension to the warehouse in the south western corner of the site, and a number of additional commercial warehouses on the north western corner of Paramatta Road and William Street. The waterside land appeared similar to the previous aerial photograph and an extension of the warehouse directly north of the site on the western side of Harris Road had been completed.



1961: The site appeared similar to the previous aerial with further construction on the warehouse on the north eastern corner of Queens Road and Williams Street (Area 5).

Development of Barnwell Park to the north of the site was visible with the water body now much further to the north.



1970: the site and surrounding area appeared similar to the previous aerial photograph with further development to the Barnwell Park Golf Course to the north of the site.



1982: the site and surrounding area appear similar to the previous aerial photograph.



1991: the site and surrounding area appeared similar to the previous aerial photograph with the construction of the Five Dock Leisure Centre and associated carpark to the north of the site within Barnwell Golf Course.



2016: The site and surrounding area appeared similar to the previous aerial photograph with the removal of the commercial warehouses to the north of the site along Harris Road and the construction of townhouses.

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Burwood Precinct 

1930: The general site layout and surrounding roads had been established with Paramatta Road, Loftus Street, Burton Street, Burwood Road, Neichs Lane and Broughton Street already constructed. A small area of what looks to have been undeveloped land was located on the eastern portion of the site (within Residential Area 3 and Area 4). Residential and commercial properties adjacent the site had also already been established with vacant land to the east of the site where Concord Oval is now located.



1943: The site and surround area appeared similar to the previous aerial photograph with just the development of the previously vacant eastern portion of the site with additional residential dwellings and commercial warehouse along Loftus Street (Residential Area 3 and Area 4).



1951: The site and surrounding site areas appear similar to the previous aerial photograph.



1961: The site and surrounding site areas appeared similar to the previous aerial photograph with the addition of a commercial warehouse at the western end of the site on Parramatta Road (within Area 1).



1970: The site and surrounding site areas appear similar to the previous aerial photograph with just the addition of a large number of vehicles parked adjacent the commercial properties (i.e. car yards).



1982: The site and surrounding area appeared similar to the previous aerial photograph.



1991: The site and surrounding area appeared similar to the previous aerial photograph with the exception of the removal of a number of residential dwellings along Burton Street (Residential Area 1) and the construction of Sydney Student Living, a high density residential apartment. Additionally, a large warehouse had also replaced a smaller warehouse and associated carpark along Paramatta Road (within Area 1). The Concord Oval Grandstand had also been constructed just to the east of the site.



2016: The site appeared similar the previous aerial photograph with just the removal of a commercial warehouse on Paramatta Road (within Residential Area 1) and replacement with a mixed commercial/high density residential apartment block.

Homebush/Concord West Precinct 

1930: The site was a mix of residential development in the north eastern portion with vacant land along the southern and western portions. King Street, Station Avenue, Victoria Avenue and George Street have been established in their approximate current locations. The surrounding land use was a mix of residential to the east and vacant to the south, west and north.



1943: Significant development had occurred across the site with the construction of the large warehouse on the eastern side of George Street and clearing of the area where a few of the smaller warehouses along the western side of George Street are soon to be constructed. Additionally, the warehouse on the south western corner of George and Station Avenue has been constructed. A mix of commercial industrial and residential developments were also underway to the south of the site and the construction of Powell’s Creek to the west of the site.



1951: The site and surrounding areas appear similar to the previous aerial photographs.



1961: The aerial photograph supplied for this year did not cover the site area.

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

1970: The site and surrounding areas appear similar to the previous aerial photograph with the addition of the warehouse at the north western end of Station Avenue.



1982: The site and surrounding areas appear similar to the previous aerial photographs.



1991: The site appeared similar to the previous aerial photograph, however significant development of the surrounding area to the west of the site had been undertaken.

Homebush Bay Drive had been constructed as well as Bicentennial Park and associated roadways, field and water features as well as Bressington Park west of the southern portion of the site.



2016: The site appeared similar to the previous aerial photograph with the addition of the Victoria Avenue Public School and Community Centre on the south western corner of Victoria Avenue. The surrounding area also appeared similar to the 1991 aerial photograph.

3.2

Previous Investigation Information

A summary of Council supplied historical environmental investigation reports completed for a number of sites within the Homebush/Concord West site are provided below. No previous environmental investigation reports were obtained for other Precincts.

3.2.1

Stage 1 Contamination Assessment, 3 King Street, Concord West (UEC 20076)

Urban Environmental Consultants (UEC) was commissioned by Bajco Pty Ltd to undertake a Stage 1 Contamination Assessment of the property located at 3 King Street, West Concord (see Figure 5A and 5B, PSI Area 3). The Stage 1 assessment was undertaken to determine potential contamination issues associated with the future redevelopment of the site.

The site inspection identified that the main building structure across the site comprised of brick with concrete floor and corrugated asbestos roof. The building covered 90% of the site with grass in the front yard and concrete across the back yard.

It was concluded that based on the historical evaluation of site usage, the subject site had been used for electrical manufacture (transformers) which have potential for contaminating activities. A Stage 2 detailed investigation was recommended for the site to confirm if any of the historical activities had resulted in contamination and that contamination issues however were not considered to preclude the redevelopment of the site.

3.2.2

Phase 1 and 2 Contamination Assessment, 7 Concord Ave and 202‐210 George Street, Concord West (DP 20077)

Douglas Partners Pty Ltd (DP) was commissioned by Fred Hosking Pty Ltd to prepare a combined Phase 1 & 2 Contamination Assessment for the site located at 7 Concord Avenue & 202‐ 210 George Street, Concord West (see Figure 5A, PSI Area 4).

At the time of the investigations, the site was being used for printing of stationery. The factory building with offices and surrounding car‐parking and strip gardens occupied the southern two‐ thirds of Lot 1 DP 219742. The northern portion of this Lot was vacant land. A UST was located at the south of this Lot. The footprint of a former bowser was located approximately 40m to the east of the UST. An above‐ground storage tank (AST) was located at the south‐west corner of the building and contained heating oil. A roofed store for dangerous goods was located inside the factory building.

A factory building with offices occupied the eastern two‐thirds of Lots 147 to 151 DP 979563. Car‐ parking was located at the west of the property. An UST and bowser were located at the north‐

6

Stage 1 Contamination Assessment, 3 King Street, Concord West, Bajco Pty Ltd, Urban Environmental Solutions, March 2007 (UES 2007).

Phase 1 and 2 Contamination Assessment, 7 Concord Ave and 202‐210 George Street, Concord West, Fred Hosking Pty Ltd, Douglas Partners, November 2007 (DP 2007).

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eastern corner of the building. A roofed store was located at the northwestern corner of this property.

A review of the available site information indicated that the site was undeveloped up until circa 1950. Field investigations revealed that the site has undergone significant filling to level the site prior to construction of each of the factory buildings.

Council records and site observations identified USTs and a roofed package store, inside the factory building, used for the storage of chemicals since 1991, and perhaps earlier.

Chemicals to have been stored in this facility include Isopropanol, ‘Flexol PI’, ethanol, paint, acrylic thinners, solvents and petroleum products. The potential sources of contamination identified are: the use of fill to form/level the site; leaks from USTs and bowsers; spills of chemicals; spills from the AST; general littering and dumping; previous site uses (including chemical storage); and previous neighbouring land uses (including chemical storage).

Free groundwater was observed whilst augering at numerous test bores. Groundwater levels were noted to be at depths ranging from approximately 0.75m bgl to 2.5 m bgl. The direction of groundwater flow is influenced by what appears to be an old creek channel.

Concentrations of heavy metals, petroleum hydrocarbons and polycyclic aromatic hydrocarbons (PAHs) were detected in the filling/soil samples above the health and ecological criteria at several locations. Asbestos (fibro fragments) was also detected in one sample and at the surface.

It was concluded that remedial action requirements would need to be based on the type of development, and will typically comprise “chasing out” the contamination and validation by a qualified environmental consultant.

It was recommended that prior to remedial action, step‐out sampling should be undertaken to better define the extent of the contamination. Clarification on remedial action requirements would need to be undertaken by an environmental consultant once firm development plans were available.

3.2.3

Site Audit Statement, 176/184 George St, Concord West (2008)

A SAS was prepared for 176/184 George Street and 6 Rothwell Avenue, Concord West by EPA accredited Site Auditor Mr Frank Mohen (See Figure 5B, within PSI Area 2) in 2008. The SAS referred to a number of reports prepared for the site, including a Stage 2 Detailed Investigation (BCF 20008), a Remediation Action Pan (RAP) (PJR 20009), a proposed work plan for underground storage tanks (PJR undated10) and an Assessment, Validation and Remediation of Land report (PJR 200211). These reports were not made available to JBS&G for review.

The SAS concluded that the site was suitable for commercial/industrial land use. Conditions were noted on the SAS which stated that care should be taken if excavations are carried out on the site adjacent to the area that was leased from City of Canada Bay. If any odours or suspect material was noted, an environmental consultant should be engaged to assess the area.

3.2.4

Phase 2 Detailed Site Investigation, 2‐4 Rothwell Avenue, Concord West (WSP 201512).

WSP | Parsons Brinkerhoff (WSP) was engaged by George Concord Pty Ltd to conduct a Phase 2 Detailed Site Investigation (DSI) for 2, 2A and 4 Rothwell Avenue, Concord West NSW (see Figure 5C, within ‘PSI Area 1’).

8

Stage 2 Detailed Investigation, 176/184 George Street, Concord West, BC Furr Environmental Services Pty Ltd, July 2000 (BCF 2000).

Remedial Action Plan, 176/184 George Street, Concord West, Peter J Ramsay & Associates, November 2000 (PJR 2000).

10 Proposed Work Plan, 176/184 George Street, Concord West, Peter J Ramsay & Associates, Undated (PJR undated).

11 Assessment, Validation and Remediation of Land, 176/184 George Street, Concord West, Peter J Ramsay & Associates, July 2002 (PJR 2002).

12 Phase 2 Detailed Site Investigation, 2‐4 Rothwell Avenue, Concord West, George Concord Pty Ltd, WSP, November 2015 (WSP 2015).

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The DSI was recommended following WSPs initial Phase I Preliminary Site Assessment where several AECs were identified. The investigation was carried out in support of a DA for high density residential use. The Site comprised three separate properties occupied with small industrial warehouses and associated offices with minor grassed areas.

The lithology across the site was fairly consistent and generally comprised gravelly sandy silt fill to 0.3mbgl and silty clay fill to depths from between 0.3mbgl and 2.0mbgl. Underlying clay was encountered from approximately 0.75mbgl to 3.0mbgl with shale between 1.8 and 2.9mbgl.

Laboratory analysis of soil samples from 16 boreholes confirmed that most results met the health investigation levels with the exception of one sample with PCBs marginally exceeding criteria (by 0.4 mg/kg). Based on the findings of the DSI, WSP concluded that the site was suitable for the proposed high density residential land use.

3.2.5

Stage 1 Preliminary Site Contamination Investigation, 3 King Street, Concord West (GEE 201513)

Geo‐Environmental Engineering (GEE) was commissioned by Ghazi Al Ali Architect on behalf of Yang Lan to undertake a Preliminary Site Contamination Investigation at 3 King Street, Concord West (see Figure 5A and 5B, PSI Area 3).

The investigation was undertaken to support a Development Application with Canada Bay Council for the construction of a five level, mixed use (commercial and residential) development.

Based on the low permeability of the soil and bedrock profile in the local area, it was concluded by GEE that any contamination identified by a Stage 2 DSI would be restricted to near surface soils and therefore easily managed using conventional remedial works such as containment on site or excavation and disposal at a landfill.

13

Stage 1 Preliminary Site Contamination Investigation, 3 King Street, Concord West, Yang Lan, Geo=Environmental Engineering, December 2015 (GEE 2015).

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4.

Conceptual Site Model

NEPC (2013) identifies a conceptual site model (CSM) as a representation of site related information regarding contamination sources, receptors and exposure pathways between those sources and receptors. The development of a CSM is an essential part of all site assessments.

NEPC (2013) identified the essential elements of a CSM as including: 

Known and potential sources of contamination and contaminants of concern including the mechanism(s) of contamination;



Potentially affected media (soil, sediment and ambient air);



Potential receptors; and



Potential and complete exposure pathways.

4.1

Potential Areas of Environmental Concern (AECs)

The identified areas of environmental concern (AECs) and associated contaminants of potential concern (COPCs) for the three Precinct Areas are presented in Table 4.1 below.

Table 4.1: AECs & COPCs AECs

COPCs

Kings Bay Precinct Residential Area 2 (excludes Commercial land in south and northwest of Residential 2)

Schools – Rosebank College and Lucas Garden School

Household incinerator waste

PAHs and heavy metals

Hazardous building materials associated with existing and former site structures

Asbestos and lead based paint.

General fill of unknown origin resultant from former site development activities

Heavy metals, PAHs, OCPs, PCBs, TRH, BTEX, and asbestos.

Hazardous building materials associated with existing and former site structures

Asbestos and lead based paint.

Commercial/industrial General fill of unknown origin resultant from premises within Area 1, former site development activities

Heavy metals, PAHs, OCPs, PCBs, TRH, BTEX, and asbestos.

Surface soils potentially impacted by storage Heavy metals, PAHs, TRH, BTEX, VOCs and and use of fuels and chemicals associated with VHCs. the industrial site use.

Commercial /Industrial warehouses within Areas 2 and 4, and within Residential Area 2.

USTs and associated backfill sands (Service Station)

Heavy metals, PAHs, TRH, BTEX, VOCs and VHCs.

Reclaimed land around former estuary or Creek lines

ASS and PASS, heavy metals, PAHs, OCPs, PCBs, TRH, BTEX, and asbestos.

Surface soils potentially impacted by storage Heavy metals, PAHs, TRH, BTEX, VOCs and VHCs and use of fuels and chemicals associated with the industrial site use.

General fill of unknown origin resultant from former site development activities

Commercial/industrial General fill of unknown origin resultant from warehouses/workshops former site development activities within Area 3 Surface soils potentially impacted by storage and use of fuels and chemicals associated with the industrial site use.

Heavy metals, PAHs, OCPs, PCBs, TRH, BTEX, and asbestos.

Heavy metals, PAHs, OCPs, PCBs, TRH, BTEX, and asbestos.

Heavy metals, PAHs, TRH, BTEX, VOCs and VHCs.

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AECs Industrial workshops and service stations within Area 5

COPCs Reclaimed land around former estuary or Creek lines

ASS and PASS, heavy metals, PAHs, OCPs, PCBs, TRH, BTEX, and asbestos.

General fill of unknown origin resultant from former site development activities

Heavy metals, PAHs, OCPs, PCBs, TRH, BTEX, and asbestos.

USTs and associated backfill sands

Heavy metals, PAHs, TRH, BTEX, VOCs and VHCs.

Household incinerator waste

PAHs and heavy metals

Hazardous building materials associated with existing and former site structures

Asbestos and lead based paint.

Burwood Precinct Residential Areas 1, 2 and 3

Commercial / Industrial General fill of unknown origin resultant from Areas 1, 2, 3 and 4 former site development activities

Heavy metals, PAHs, OCPs, PCBs, TRH, BTEX, and asbestos.

Surface soils potentially impacted by storage Heavy metals, PAHs, TRH, BTEX, VOCs and and use of fuels and chemicals associated with VHCs. the industrial site use.

Homebush/Concord West Precinct Residential Areas 1, 2 and 3

Residential Area 4

Reclaimed land around former low‐lying areas ASS and PASS, heavy metals, PAHs, OCPs, PCBs, TRH, BTEX, and asbestos.

Household incinerator waste

PAHs and heavy metals

Hazardous building materials associated with existing and former site structures

Asbestos and lead based paint.

Household incinerator waste

PAHs and heavy metals

Hazardous building materials associated with existing and former site structures

Asbestos and lead based paint.

Commercial / Industrial General fill of unknown origin resultant from Area 1 former site development activities

Heavy metals, PAHs, OCPs, PCBs, TRH, BTEX, and asbestos.

Surface soils potentially impacted by storage Heavy metals, PAHs, TRH, BTEX, VOCs and and use of fuels and chemicals associated with VHCs. the industrial site use.

Area 2 and 3

Reclaimed land around former estuary or Creek lines

ASS and PASS, heavy metals, PAHs, OCPs, PCBs, TRH, BTEX, and asbestos.

General fill of unknown origin resultant from former site development activities

Heavy metals, PAHs, OCPs, PCBs, TRH, BTEX, and asbestos.

Surface soils potentially impacted by storage Heavy metals, PAHs, TRH, BTEX, VOCs and and use of fuels and chemicals associated with VHCs. the industrial site use.

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AECs

COPCs

PSI Area 1, 2 and 4

Reclaimed land around former estuary or Creek lines

ASS and PASS, heavy metals, PAHs, OCPs, PCBs, TRH, BTEX, and asbestos.

General fill of unknown origin resultant from former site development activities

Heavy metals, PAHs, OCPs, PCBs, TRH, BTEX, and asbestos.

Surface soils potentially impacted by storage Heavy metals, PAHs, TRH, BTEX, VOCs and and use of fuels and chemicals associated with VHCs. the industrial site use.

PSI Area 3

General fill of unknown origin resultant from former site development activities

Heavy metals, PAHs, OCPs, PCBs, TRH, BTEX, and asbestos.

Surface soils potentially impacted by storage Heavy metals, PAHs, TRH, BTEX, VOCs and and use of fuels and chemicals associated with VHCs. the industrial site use.

Based on the objectives of the assessment, desktop review and observations made during the site inspection, the identified AECs are considered to have the potential for contamination by the applicable COPCs .

4.2

Potentially Contaminated Media and Migration

Based on the historical review and site observations, potentially contaminated media at the site includes the following: 

Surface soils;



Fill materials;



Natural soils/bedrock;



Surface water;



Groundwater; and



Soil vapours.

Within the commercial/industrial areas of each precinct, the potential use and storage of fuel, oil, lubricants, degreasers and other chemicals associated with current and historical land use activities including car dealerships, car washing facilities and repair/maintenance and supply outlets, have been identified during the review of historical site use. During such use, spillage/leakage and general site activities may have resulted in migration of contaminants through the former building/current building pavements at the site and via surface soils in areas of unpaved surfaces.

Potential ACM fragments were observed on the site surface during the site inspection. As a result, surface soils are considered to be potentially contaminated media.

Given the identified areas of disturbed terrain shown on Figures 3A to 5A, historical filling of these areas, there is the potential for both ASS/PASS and fill material from unknown sources to be located across these areas. Additionally, it is acknowledged that fill material from unknown sources may have been placed across other areas of the site, including from industrial activities occurring in the region at that time. Based on this, the fill material underlying all three Precincts has been identified as a potentially contaminated medium.

Based on the potential leachability of contaminants within surface soils/fill material and the historical use of the site including underground fuel, chemical or waste storage, vertical migration of contamination from the fill material/surface soils and/or leakage from underground storage vessels into the underlying natural soils/bedrock may have occurred. As such, the natural site soils and bedrock are considered to be potentially contaminated media.

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As commercial industrial areas within each of the Precincts have a long history of commercial/industrial land use and given the extensive stormwater infrastructure present, there is the potential that surface water is a potentially contaminated media from contaminants carried from site surfaces or subsurface areas into stormwater infrastructure.

Given the anticipated depth to bedrock (Section 2.8) and the occurrence of fill material, there is a possibility of shallow perched groundwater within either fill materials or occurring across the fill/soil/bedrock interfaces. The anticipated shallow depth to underlying shale bedrock of low permeability may result in the potential for lateral migration of contaminants within subsoil water across the bedrock interface in surface and near‐surface fill material and/or natural soil.

Taking into account the likely depth of groundwater (Section 2.8), the occurrence of identified and suspected petroleum/chemical/waste storage infrastructure at some locations within both Kings Bay and Homebush/Concord West Precincts, and the potential leachability of the identified COPC, it is considered that groundwater is a potentially contaminated medium. As with the natural soils, the potential for contamination of groundwater will depend upon the actual nature, occurrence and characteristics of contamination within the overlying fill material and natural soils.

Given the potential for volatile soil and groundwater contamination across commercial/industrial portions of each precinct area, associated with USTs and the former/current car washing and automotive repair centres, soil vapour is also considered to be a potentially contaminated medium in some areas.

4.3

Potential for Migration

Contaminants generally migrate from site via a combination of windblown dusts, rainwater infiltration, groundwater migration and surface water runoff. The potential for contaminants to migrate is determined by the following factors: 

The nature of the contaminants (solid/liquid and mobility characteristics);



The extent of the contaminants (isolated or widespread);



The location of the contaminants (surface soils or at depth); and



The site topography, geology, hydrology and hydrogeology.

The potential contaminants identified as part of the site history review and previous investigation are generally in either a solid form (e.g. heavy metals, asbestos, etc) and liquid form (e.g. fuel, lubricants, pesticides, etc). Dependent upon concentrations, there is also the potential for impacts from volatile contaminant impacts to occur in a vapour form also in soils and groundwater.

As each of the Precincts are primarily paved with asphaltic concrete or concrete pavements or vegetated with grass cover, the potential for windblown dust migration of contamination from the site is generally low. The potential for contamination migration via surface water movement and infiltration of water and subsequent migration through the soil profile is also considered generally to be low given the extent of impermeable pavements and stormwater control systems where required (e.g. service station forecourt, workshop areas).

Given the potential for perched groundwater along the soil‐rock interface and/or within fill material, migration of contamination via groundwater movement is considered to be a potential migration pathway for contaminants. However, where the site lies within residual silty clay soils with little or no fill, natural soils are anticipated to be relatively impermeable. As such, migration of contamination via groundwater movement is considered to be a potential migration pathway, and will vary. The greatest potential is likely in reclaimed/disturbed terrain areas.

The vapour generation potential associated with volatile and semi‐volatile contaminants (TPH, BTEX, VOCs) is identified as a potential migration pathway, particularly in areas where subsurface

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fuel/chemical/waste storage infrastructure is or was present, and within areas identified to contain fill materials.

4.4

Potential Exposure Pathways

Based on COPC identified in various media, as discussed above, and proposed site development activities, the exposure pathways for the site during and following development works include: 

Inhalation of potential vapours migrating upwards from fill material of unknown origins or impacted surface soils resulting from historical fuel/chemical leaks/spills; and/or



Potential dermal and oral contact to impacted soils as present at shallow depths and/or accessible by future service excavations; and/or



Potential oral and dermal contact to shallow groundwater as accessible by potential future service excavations and/or installed services pits; and/or



Potential contaminant uptake by vegetation within landscaped areas.

4.5

Receptors

Potential receptors of environmental impact present within the site which will need to be addressed with respect to the suitability of the site for the proposed use include: 

Future workers of non‐paved areas (landscapers, residents, construction works) and residents/occupants whom may potentially be exposed to COPC through direct contact with impacted soils and/or inhalation of dusts / fibres associated with impacted soils; and/or



Residents / excavation / construction / maintenance and landscaping workers conducting activities at the site, who may potentially be exposed to COPC through direct contact with impacted soils present within excavations and/or inhalation of dusts from unsealed areas / fibres associated with impacted soils;



Flora species to be established on the vegetated areas of the site; and/or



The Parramatta River which is located hydro‐geologically down gradient of both the Kings Bay Precinct and Burwood Precinct.



Powells Creek which is located hydro‐geologically down gradient of the Homebush/Concord West Precinct.

Where petroleum or other volatile hydrocarbon compound impact is identified, potential inhalation exposure to vapours will need to be considered.

4.6

Preferential Pathways

For the purpose of this assessment, preferential pathways have been identified as natural and/or man‐made pathways that result in the preferential migration of contaminants as either liquids or gasses.

Man‐made preferential pathways are present throughout each of the Precincts, generally associated with fill materials, which are anticipated to have a higher permeability than the underlying natural soil and/or bedrock.

Sub‐surface services are also present throughout each of the Precincts at near surface depths.

Preferential pathways can be formed by the generally higher permeability backfill used to re‐instate these trenches.

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5.

Qualitative Assessment of Risk

5.1

Assessment of Risk

The following section provides an evaluation of the potential for the sites to pose a risk of harm to human health and/or the environment, with respect to land contamination and the project objectives. The qualitative risk assessment provided in Table 5.1 below has been based on the findings of the PSI and guidance presented in enHealth (2012) Environmental Health Risk Assessment: Guidelines for assessing human health risks from environmental hazards and AS/NZS ISO 3100: 2009 Risk Management Principles and Guidelines (AS/NZS 2009).

To assess potential risk levels, consideration has also been given to the potential land uses activities which may result in land contamination, as outlined in SEPP 55; and Table 5.1 below present a preliminary qualitative assessment of potential contamination risk based on the findings of the PSI using the aforementioned methodology.

To aid in the field inspection, areas were assigned Area names (e.g. ‘Residential Area 1 etc.). Some areas however are in fact mixed use and contain both residential and commercial/industrial premises.

Table 5.1 Risk Matrix Risk Ranking

Risk Details

Low

Residential and school areas with some minor/shallow fill material and some common hazardous building materials

Low to Moderate

Commercial premises with minor fill material and some common hazardous building materials

Moderate

Reclaimed land (residential or commercial/industrial) and/or commercial land with potential storage of hazardous chemicals

Moderate to High

Mechanical workshops/car yards with the potential for USTs and storage of hazardous substances (e.g. fuels, solvents, degreasers). Where USTs and/or subsurface chemical/waste storage are confirmed, the risk ranking would be High.

High

Confirmed USTs or other below ground chemical/waste storage present.

Table 5.2 Summary of Preliminary Potential Contamination Risk Site Area

Kings Bay Precinct Residential Area 1

Residential Area 2

Lucas Gardens School and Rosebank College

Sub‐Area (AEC)

Risk Level

Basis for Preliminary Risk Level

Residential on standard cut/fill land

Low

Residential on standard cut/fill land

Low

Commercial properties on standard cut/fill

Low to Moderate

Industrial mechanical workshops on standard cut/fill

Moderate to High

School on standard cut/fill land

Low

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A low to moderate risk ranking has been applied based on the commercial use of the site and the potential storage or hazardous chemicals A moderate to high risk ranking has been applied to automotive industrial premises based on potential USTs and the potential storage of hazardous chemicals.

A low risk ranking has been applied to School properties built on standard cut/fill with no other historical land use.

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Site Area

Sub‐Area (AEC)

Risk Level

Basis for Preliminary Risk Level

Area 1

Commercial on standard cut/fill land

Low to Moderate

Industrial mechanical workshops on standard cut/fill

Moderate to High

Industrial sites on standard cut/fill land with confirmed USTs and potential for hazardous chemical storage/use.

Commercial on standard cut/fill land

High

Industrial mechanical workshops on both standard cut/fill and disturbed terrain

Moderate to High

Area 3

Industrial mechanical workshops on standard cut/fill

Moderate to High

Area 4

Commercial on standard cut/fill land

Low to Moderate

Commercial timber storage yard on standard cut/fill land

Moderate

Industrial mechanical workshops on standard cut/fill

Moderate to High

Industrial mechanical workshops on standard cut/fill

Moderate to High

Industrial sites on standard cut/fill land with confirmed USTs and potential for hazardous chemical storage/use.

Residential on standard cut/fill land

High

Commercial on standard cut/fill land

Low to Moderate

Industrial mechanical workshops on standard cut/fill

Moderate to High

A low to moderate risk ranking has been applied to commercial office buildings, restaurants and associated car parks built on standard cut/fill.

A moderate to high risk ranking has been applied to automotive industrial premises based on potential USTs and the potential storage of hazardous chemicals.

A high‐risk ranking has been applied to industrial sites where it has been confirmed through either site inspection or historical reports that USTs are located on the site and there is the potential for the storage of additional hazardous chemicals.

A low to moderate risk ranking has been applied to commercial office buildings, food production warehouses and associated car parks built on standard cut/fill.

A moderate to high risk ranking has been applied to automotive industrial premises based on potential USTs and the potential storage of hazardous chemicals. Additionally, some areas in the north eastern portion of Area 2 fall within an area of disturbed terrain.

A moderate to high risk ranking has been applied to automotive industrial premises based on potential USTs and the potential storage of hazardous chemicals.

A low to moderate risk ranking has been applied to commercial warehouses, offices and associated car parks built on standard cut/fill.

A moderate risk ranking has been applied to the timber storage yard due to the potential use of or leaching of timber treatment products.

A moderate to high risk ranking has been applied to automotive industrial premises based on potential USTs and the potential storage of hazardous chemicals.

A moderate to high risk ranking has been applied to automotive industrial premises based on potential USTs and the potential storage of hazardous chemicals.

A high risk ranking has been applied to industrial sites where it has been confirmed through either site inspection or historical reports that USTs are located on the site and there is the potential for the storage of additional hazardous chemicals.

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A low to moderate risk ranking has been applied to commercial warehouses, offices and associated car parks built on standard cut/fill.

A moderate to high risk ranking has been applied to automotive industrial premises based on potential USTs and the potential storage of hazardous chemicals.

Residential on standard cut/fill land

Low

Area 2

Area 5

Area 6

Burwood Precinct Residential Area 1

Low to Moderate

Low

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

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Site Area

Sub‐Area (AEC)

Risk Level

Basis for Preliminary Risk Level

Commercial on standard cut/fill land

Low to Moderate

Industrial substation on standard cut/fill

Moderate to High

Residential Area 2

Residential on standard cut/fill land

Low

Residential Area 3

Residential on standard cut/fill land

Low

Area 1

Industrial mechanical workshops on standard cut/fill

Moderate to High

Area 2

Commercial on standard cut/fill land

Low to Moderate

Area 3

Commercial on standard cut/fill land

Low to Moderate

Area 4

Commercial on standard cut/fill land

Low to Moderate

A low to moderate risk ranking has been applied to commercial shops, offices and associated car parks built on standard cut/fill.

A moderate to high risk ranking has been applied to the electrical substation based on potential hazardous materials.

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A moderate to high risk ranking has been applied to automotive industrial premises based on potential USTs and the potential storage of hazardous chemicals.

A low to moderate risk ranking has been applied to commercial shops, offices and associated car parks built on standard cut/fill.

A low to moderate risk ranking has been applied to commercial shops, offices and associated car parks built on standard cut/fill.

A low to moderate risk ranking has been applied to the Hotel and associated car parks built on standard cut/fill.

Homebush/Concord West Precinct Residential Area 1 Residential on standard cut/fill land

Low

Residential and educational premises on disturbed terrain

Moderate

Residential on standard cut/fill land

Low

Residential and educational premises on disturbed terrain

Moderate

Residential on standard cut/fill land

Low

Residential and educational premises on disturbed terrain

Moderate

Residential Area 4

Residential on standard cut/fill land

Low

Residential Area 5

Residential on standard cut/fill land

Low

Area 1

Commercial/Industrial warehouse on standard cut/fill

Moderate to High

Area 2

Industrial workshops on disturbed terrain

Moderate to High

Residential Area 2

Residential Area 3

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A moderate risk ranking has been applied to the residential and educational premises due to the presence of disturbed terrain.

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A moderate risk ranking has been applied to the residential and educational premises due to the presence of disturbed terrain.

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A moderate risk ranking has been applied to the residential and educational premises due to the presence of disturbed terrain.

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A low risk ranking has been applied to residential properties built on standard cut/fill with no other historical land use.

A moderate to high risk ranking has been applied to the warehouse due to its historical site use for mechanical equipment manufacturing and potential USTs and storage of hazardous chemicals.

A moderate to high risk ranking has been applied to the industrial premises based on potential USTs, storage of hazardous chemicals and disturbed terrain.

©JBS&G Australia Pty Ltd | 55106_117353 (Rev 0)

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Site Area

Sub‐Area (AEC)

Risk Level

Basis for Preliminary Risk Level

Area 3

High density residential on disturbed terrain

Moderate

PSI Area 1*

Industrial workshops on disturbed terrain

Moderate to High

PSI Area 2*

Industrial workshops on disturbed terrain

Moderate to High

PSI Area 3*

High density residential on disturbed terrain

Moderate

PSI Area 4*

Industrial sites on disturbed terrain with confirmed USTs and potential for hazardous chemical storage/use.

High

A moderate risk ranking has been applied to the high density residential premises due to the presence of disturbed terrain.

A moderate to high risk ranking has been applied to the industrial premises based on potential USTs, storage of hazardous chemicals and disturbed terrain.

A moderate to high risk ranking has been applied to the industrial premises based on potential USTs, storage of hazardous chemicals and disturbed terrain.

A moderate risk ranking has been applied to the high density residential premises due to the presence of disturbed terrain.

A high‐risk ranking has been applied to industrial sites where it has been confirmed through either site inspection or historical reports that USTs are located on the site and there is the potential for the storage of additional hazardous chemicals.

*Area names and boundaries provided by Council.

Whilst the desktop review and subsequent qualitative risk assessment (Table 5.2 and Figures 3A‐F, 4A‐B and 5A‐C) identified potential for soil and groundwater impacts to be present at and underlying the Precinct Areas, the assessment did not identify the potential for gross or wide spread contamination that would preclude rezoning of the site.

Identified potential soil and groundwater impacts are considered representative of common contaminants and contaminating land use activities which can be readily addressed during future DA stages (i.e. including completion of project‐specific preliminary and detailed site investigations consistent with relevant Council Development Control Plans (DCPs) and SEPP 55 requirements) for redevelopment within the site.

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6.

Conclusions

6.1

Conclusions

Based on the information provided in this report, the scope of the investigation, and in accordance with the limitations in Section 7, the following conclusions are made: 

All three Precincts are currently a mix of residential and commercial/industrial land uses, while Kings Bay also includes two educational facilities;



The commercial/industrial areas within the Kings Bay Precinct have a long history of use as car dealerships and automotive repairs/workshops. Some were constructed on disturbed terrain relating to historical filling of low‐lying land to form the golf course to the north. Residential areas within this precinct were established in the area prior to the 1930s.



The commercial/industrial areas within the Burwood Precinct comprise of a mix of automotive dealerships, car washes and general commercial/convenience stores.

Residential areas within this precinct were established in the area prior to the 1930s.



The commercial/industrial areas within the Homebush/Concord West Precinct have a mixed history of use as storage warehouses, agricultural equipment manufacturing and offices. Some were constructed on disturbed terrain. Residential areas within these precincts were established in the area prior to the 1930s, with some also constructed on disturbed terrain.



A site history review and a limited site inspection of accessible areas identified potential for contamination to exist within each of the Precincts.



Qualitative risk assessment of each of the Precincts resulted in preliminary contamination risk levels for the identified AECs and associated COPC, as shown in Table 5.2 and Figures 3A‐F, 4A‐B and 5A‐C.



The majority of the residential areas within each Precinct were identified as low risk of contamination with the majority of commercial industrial site areas being preliminarily classified as having a moderate to high risk of potential contamination.



Whilst the investigation identified the potential for soil and groundwater impacts to be present within each of the Precincts, the investigation did not identify the potential for gross or widespread contamination that would preclude rezoning of the sites.



Identified potential soil and groundwater impacts are considered representative of common contaminants and potentially contaminating land use activities which can be readily investigated and managed during the DA stage (i.e. including completion of preliminary and detailed site investigations consistent with relevant SEPP 55 requirements) for redevelopment and assessment for site suitability.



In the absence of gross or widespread contamination precluding rezoning, the requirements of the DUAP/EPA (1998) Managing Land Contamination: Planning Guidelines for this type of rezoning are considered to have been satisfied, namely that the land can be made suitable and the rezoning can proceed, “provided that measures are in place to the ensure that the potential for contamination and the suitability of the land for any proposed use are assessed once detailed proposals are made” (s.4.1.2 DUAP 1998).

©JBS&G Australia Pty Ltd | 55106_117353 (Rev 0)

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6.2

Recommendations

It is recommended that project‐specific preliminary and/or detailed site investigations be undertaken upon submission of DA for redevelopment of any land within the Precinct areas with a low to moderate or higher preliminary contamination risk ranking, to assess the suitability of that land for the use(s) proposed and whether any contamination of the land requires remediation to make the land suitable.

It is also recommended that Hazardous Building Material Surveys (HBMS) be undertaken prior to any demolition and redevelopment works on individual land parcels where there is the potential for hazardous materials to be present, irrespective of the preliminary risk ranking herein.

©JBS&G Australia Pty Ltd | 55106_117353 (Rev 0)

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Limitations This report has been prepared for use by the client who has commissioned the works in accordance with the project brief only, and has been based in part on information obtained from the client and other parties.

The advice herein relates only to this project and all results conclusions and recommendations made should be reviewed by a competent person with experience in environmental investigations, before being used for any other purpose.

JBS&G accepts no liability for use or interpretation by any person or body other than the client who commissioned the works. This report should not be reproduced without prior approval by the client, or amended in any way without prior approval by JBS&G, and should not be relied upon by other parties, who should make their own enquires.

Sampling and chemical analysis of environmental media is based on appropriate guidance documents made and approved by the relevant regulatory authorities. Conclusions arising from the review and assessment of environmental data are based on the sampling and analysis considered appropriate based on the regulatory requirements.

Limited sampling and laboratory analyses were undertaken as part of the investigations undertaken, as described herein. Ground conditions between sampling locations and media may vary, and this should be considered when extrapolating between sampling points. Chemical analytes are based on the information detailed in the site history. Further chemicals or categories of chemicals may exist at the site, which were not identified in the site history and which may not be expected at the site.

Changes to the subsurface conditions may occur subsequent to the investigations described herein, through natural processes or through the intentional or accidental addition of contaminants. The conclusions and recommendations reached in this report are based on the information obtained at the time of the investigations.

This report does not provide a complete assessment of the environmental status of the site, and it is limited to the scope defined herein. Should information become available regarding conditions at the site including previously unknown sources of contamination, JBS&G reserves the right to review the report in the context of the additional information.

©JBS&G Australia Pty Ltd | 55106_117353 (Rev 0)

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Figures

©JBS&G Australia Pty Ltd | 55106_117353 (Rev 0)

k ree rs C

Brick mak e

PUTNEY

m

s

s la Ha

HUNTERS HILL

GLADESVILLE Glade s Cr e ek

Cr ee k lls Creek e P ow

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ek

tta R iver

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LANE COVE

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k ree rC

e

EAST RYDE

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La

Ar ch

B uff al o

Tarb an Creek

CONCORD WEST

SYDNEY OLYMPIC PARK

Homebush/ Concord West Precinct

Job No: 55106

CHISWICK reek Saltwater C

DRUMMOYNE

ABBOTSFORD

CONCORD

Client: City of Canada Bay

RUSSELL LEA

BURWOOD

Kings Bay Precinct CROYDON

HABERFIELD ASHFIELD

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0

500

1,000

Parramatta Road Transformation Strategy Within Canada Bay LGA

LILYFIELD

LEICHHARDT

PRECINCT LOCATIONS

FIGURE 1 File Name: 55106_01 Reference: SIXmaps

Z

Coord. Sys. GDA 1994 MGA Zone 56

hit e s Cree k

STRATHFIELD

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Checked By: KL

W

Burwood Precinct

Drawn By: FH

metres

RODD POINT

Ha wth orn e Canal

FIVE DOCK

Date 21/09/2018

Scale 1:40,000

ROZELLE HOMEBUSH

Version: L01

Maple C lose

Walker Street

FIVE DOCK

Street

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Garfield Street

Harris R

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Dawso n Stree t

Alexan

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Rosebank College

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Job No: 55106

Area 3

Wych b

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Street

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Renown

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Elizabeth

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Legend: Site boundaries City of Canada Bay LGA Area Residential School

FIGURE 2A

Gip ps

ne Stre

Moreto n

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Neichs

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Residential 3

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Legend: Site boundaries City of Canada Bay LGA Area Residential

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Job No: 55106 Client: City of Canada Bay Version: L01

Date 21/09/2018

Drawn By: FH

Checked By: KL

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Parramatta Road Transformation Strategy Within Canada Bay LGA BURWOOD PRECINCT SITE LAYOUT

Milton Street

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L RESIDENTIA

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Legend: Site boundaries City of Canada Bay LGA Area PSI available Residential

Street Myall

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FIGURE 2C

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10 1 DP1117

3 DP

Spencer Street

File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\55106_03a.mxd Reference:

dward

King E

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Street

1 DP

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14 DP11967

1 DP172956

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12 DP11967

13 DP826063

Avenu e

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2 DP14016 1 DP14016

2 DP

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Area

4 DP14016

Area 2

3 DP1034085

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12 DP826063

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1 DP1034085

Wa

Residential

Lucas Gardens School

3 DP455682

Road Bayview

Residential

1 DP121457

Commercial

Legend: Site boundaries Lot Boundary Commercial/Industrial Areas School Risk Rating High Moderate to High Moderate Low to Moderate Low

Job No: 55106 Client: City of Canada Bay Version: L01

Date 21/09/2018

Drawn By: FH

Checked By: KL

Z

Scale 1:1,500

0

20

40

metres Coord. Sys. GDA 1994 MGA Zone 56

Parramatta Road Transformation Strategy Within Canada Bay LGA KINGS BAY PRECINCT RISK RANKING (WEST)

FIGURE 3A

SP30687 Area 5 1 DP180829

1 DP540151 18 DP651570

17 3 DP1117

20 3 DP1117

21 3 DP1117

16 3 DP1117

Area 4 A DP332646

Job No: 55106 Client: City of Canada Bay Version: L01

Date 21/09/2018

Drawn By: FH

Checked By: KL

Z

Scale 1:1,500

2 DP591225

B DP332646

William Street

19 2 DP1117

18 2 DP1117

20 2 DP1117

17 2 DP1117

2 DP455571

16 DP455570

1 DP455571

1 DP935576

2 DP1048712

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1 DP779966 1 DP1048712

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C DP339025

3 DP772186 B DP339025

X2 - Disturbed Terrain Risk Rating High Moderate to High Moderate Low to Moderate Low

0

20

40

metres Coord. Sys. GDA 1994 MGA Zone 56

Parramatta Road Transformation Strategy Within Canada Bay LGA KINGS BAY PRECINCT RISK RANKING (CENTRE NORTH)

Short S treet

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Acton Str

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100 DP83274 0

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2 DP224234

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101 DP83977 7

15 DP11967

14 DP11967

13 DP11967

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1 DP172956 1 DP 8266 86 2 DP 4556 75 3 DP 1 DP 4556 1722 75 73

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3 DP455682

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2 DP1034085

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Queens Road

6 DP14016

Regatta

12 DP826063

1 DP1034085

Five D ock Leisure Centre

Barnwell Park

1 DP591225

Charles Heath Reserve

Residential

Legend: Site boundaries Lot Boundary Commercial/Industrial Areas Parks and reserves Acid Sulphate Soils

FIGURE 3B

Legend: Site boundaries Lot Boundary Commercial/Industrial Areas Residential School Parks and reserves Acid Sulphate Soils

1 DP82068

File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\55106_03a.mxd Reference:

SP75496

2 DP151096

1 DP151096

2 DP212464

1 DP212464

20 DP740635 21 DP740635

7 D P11496

6 D P11496

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A DP401689

1 DP73026

40 DP109768 8

4 DP15564

3 4 DP15516 DP15516

5 DP15564 5 DP15516

7 DP15564

6 DP15564 6 DP15516

8 DP15516

9 DP15516

10 DP15516

7 DP15516

8 DP15564

9 DP15564

10 DP15564

11 DP15564

11 DP15516

12 DP15564

12 DP15516

13 DP15564

13 DP15516

14 DP15516

14 DP15564

15 DP15564

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1 DP176163

1 DP872782

1 DP191889

1 DP176343

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2 DP591225

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Area 4

A DP332646

19 2 DP1117

Area 3

20 2 DP1117

1 DP935576 1 DP455571

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Queens Road

1 DP180829

William Street

18 DP651570

Area 2

1 DP540151

20 3 DP1117 17 3 DP1117

21 3 DP1117

16 3 DP1117

15 3 DP1117

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Area 5

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Kings R oad

SP30687

16 DP15564

X2

1 DP167850

Five D ock Leisure Centre

Barnwell Park

2A DP11496

Residential 1

2 D P11496

1 D P11496

Residential

Job No: 55106 Client: City of Canada Bay Version: L01

Date 21/09/2018

Drawn By: FH

Checked By: KL

Z

Scale 1:1,500

0

20

40

metres Coord. Sys. GDA 1994 MGA Zone 56

Rosebank College

Parramatta Road Transformation Strategy Within Canada Bay LGA KINGS BAY PRECINCT RISK RANKING (NORTH)

FIGURE 3C

3 4 DP15516 DP15516

Legend: Site boundaries Lot Boundary Commercial/Industrial Areas Residential School Acid Sulphate Soils X2 - Disturbed Terrain Risk Rating High Moderate to High Moderate Low to Moderate Low

Rosebank College

Job No: 55106 Client: City of Canada Bay

Y DP386093

Parramatta Road

5 DP15516

6 DP15516

7 DP15516

8 DP15516

9 DP15516

10 DP15516

11 DP15516

12 DP15516

10 DP718237

1 DP73026

1 DP176163

X DP 3860 93

1 DP82068

5 DP15564

A DP401689

2 DP591225

40 DP109768 8

Area 4

1 DP591225

A DP332646 B DP332646

41 DP109768 8

1 DP191889

1 DP176343

18 DP651570

1 DP180829

1 DP872782

13 DP15516

14 DP15516

15 DP15516 Queens Road

C DP332646

William Street

19 2 DP1117

18 2 DP1117 Area 3

20 2 DP1117

17 2 DP1117

1 DP935576 1 DP455571

Spencer Street

2 DP455571

Area 5

1 DP540151

20 3 DP1117 17 3 DP1117

16 3 DP1117

15 3 DP1117

4 DP828420 22 3 DP1117 Area 2 21 3 DP1117

X2

Version: L01

Date 21/09/2018

Drawn By: FH

Checked By: KL

Z

Scale 1:1,500

0

20

40

metres

Mixed comm ercial / industrial an d residential

Residential

Parramatta Road Transformation Strategy Within Canada Bay LGA Byron S treet

Lang S tr

Short S treet

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Coord. Sys. GDA 1994 MGA Zone 56

KINGS BAY PRECINCT RISK RANKING (CENTRE SOUTH)

FIGURE 3D File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\55106_03a.mxd Reference:

SP75496

2 DP17927

oad

Kings P ark Roa d

1 DP17927

2 DP151096

1 DP151096

21 DP740635

1 DP212464 2 DP212464

Residential 1

Harris R

7 DP11496 20 DP740635

Residential

Legend: Site boundaries Lot Boundary Commercial/Industrial Areas Residential School Risk Rating High Moderate to High Moderate Low to Moderate Low

3 DP17927 4 DP17927

Residential

1 DP15564

Job No: 55106 Client: City of Canada Bay

1 DP15516

2 DP15564

Kings R oad

2 DP15516

3 DP15564

4 DP15564

3 DP15516

5 DP15516

6 DP15516

4 DP15516

5 DP15564

6 DP15564

7 DP15564

Residential 2

7 DP15516

8 DP15564 8 DP15516

9 DP15516

9 DP15564

10 DP15516

11 DP15516

11 DP15564 10 DP15564

5 DP17927

Version: L01

Date 21/09/2018

Drawn By: FH

Checked By: KL

Z

Scale 1:1,500

0

20

40

metres Coord. Sys. GDA 1994 MGA Zone 56

1 DP320484

File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\55106_03a.mxd Reference:

4 DP421391

d Street

Residential

Courlan

4 DP421391

Parramatta Road Transformation Strategy Within Canada Bay LGA

1 DP788226

Area 6

B DP360990

SP83068

1 DP90833

Rosebank College

A DP360990

Queens Road

KINGS BAY PRECINCT RISK RANKING (NORTH EAST)

FIGURE 3E

1 DP15516

Residential 2

Legend: Site boundaries Lot Boundary Commercial/Industrial Areas Residential School Risk Rating High Moderate to High Moderate Low to Moderate Low

1 DP15564

2 DP15516

3 DP15516

3 DP15564

4 DP15516

5 DP15516

6 DP15516

7 DP15516

8 DP15516

9 DP15516 10 DP718237

10 DP15516

11 DP15516

4 DP15564

Residential

1 DP788226

1 DP320484

1 DP

a tta R oa d

3283 91

d Street Courlan

Residential

4 DP421391

B DP366113

Area 6 P a rra m

Job No: 55106

16 DP718237

15 DP718237

12 DP718237

D DP15167

14 D P718 237

C DP15167

13 DP718237

B DP15167

11 DP718237

Harris

Road

2 DP320484

Byron S treet

B DP360990

A DP360990

Rosebank College

SP83068

1 DP90833

Queens Road

17 D P718 237

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20

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Parramatta Road Transformation Strategy Within Canada Bay LGA KINGS BAY PRECINCT RISK RANKING (EAST)

Mixed comm ercial / industrial an d residential

Residential

Z

Scale 1:1,500

FIGURE 3F

et ne Stre

d Road

Lansdo w

Residential

Burwoo

7 DP10928 A DP383382 B DP383382 A DP376150

Area 2

B DP376150 1 DP435701

13 DP10928

oad

SP73535

Residential 2 15 DP10928

4 DP10928

3 DP10928

2 DP10928

1 DP10928

1 DP782421

23 DP75601

Residential 1

19 DP10928

20 DP10928

24 DP10928

25 DP10928 26 DP10928

27 DP10928

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0

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40

metres Coord. Sys. GDA 1994 MGA Zone 56

Emanue l

Parramatta Road Transformation Strategy Within Canada Bay LGA

Commercial / industrial Esher L ane

Lane

Riley La ne

Residential

Job No: 55106

21 DP10928 Client: City of Canada Bay 22 DP10928 Version: L01 Date 21/09/2018 23 DP10928

Neich P arade

Commercial / industrial

Avenue

A DP373059 B DP373059

1 DP331637 Parrama tta R

Britannia

Ne ichs L a ne

SP72357

Area 1

File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\55106_03a.mxd Reference:

1 DP1088710

20 DP1219785 1 DP9 86651

19 DP1130215

6021 49

17 DP1221579

15 DP1221579 16 DP1221579

1 DP

Street

18 DP63410

14 DP998591

Frankie Lane

12 DP1221579 13 DP1221579 14 DP1221579

St Mary's Primary School

19 DP620861

SP9247

1 DP942510

15 DP59140

ton Str eet

Burton

Brough

St Mary's Residential Aged Care

Residential

Legend: Site boundaries Lot Boundary Commercial/Industrial Areas Residential Risk Rating High Moderate to High Moderate Low to Moderate Low

BURWOOD PRECINCT RISK RANKING (WEST)

FIGURE 4A

d Road Burwoo

us Str ee t

Residential

Lo ft

Residential

Legend: Site boundaries Lot Boundary Commercial/Industrial Areas Residential Parks and reserves Risk Rating High Moderate to High Moderate Low to Moderate Low

SP58094

Waratah Park

X DP413221

Oval

SP2411

23 DP71783

22 DP72323

21 DP63018

2 DP549357

1 DP549357

SP12487

Esher Str eet

Parramat ta

Esher L ane

Road

1 DP329105

Commercial / industrial

Residential

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Con cord

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Wes Harb t ou RUF r C

0

20

40

metres Coord. Sys. GDA 1994 MGA Zone 56

Parramatta Road Transformation Strategy Within Canada Bay LGA

ury Roa d

4

Shaftes b

Area

3339 24

2 DP857558

4 DP

A DP340812

11 DP219999 Y DP413221

1 DP857558

1 DP334189

Webbs Lane

10 DP219999

Residential 3

100 DP11547 40

25 DP10928 26 DP10928 27 DP10928

Street

1 DP1027871

23 DP10928 24 DP10928

B DP344400

C DP340812

21 DP10928 22 DP10928

Burton

B DP340812

Lane

19 DP10928 20 DP10928

28 DP10928

Neichs

Residential 2

15 DP10928

SP73535

BURWOOD PRECINCT RISK RANKING (EAST)

FIGURE 4B

HEi0

103 DP871341 14 B DP2220

13 A DP2220

13 B DP2220

12 A DP2220

12 B DP2220

11 A DP2220

11 B DP2220

10 A DP2220

PSI Area 4

8 A DP2220

Homebush Bicentennial Park

7 A DP2220

10 B DP2220

Residential 3

9 A DP2220

9 B DP2220

6 B DP2220

Area 3 SP60863

1 DP219742

et tre

5 DP778667

3 B DP2220 2 B DP2220

3 DP205215

1 B DP2220

Station Av enue

96 DP71595 95 DP77907 94 DP77907 93 DP60683

Residential 2 2 DP722212

102 DP97956 3

101 DP979563

103 DP979563

104 DP75478

106 DP97956 3

Job No: 55106 Client: City of Canada Bay Version: L01

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metres

1 DP722212

105 DP75477

Coord. Sys. GDA 1994 MGA Zone 56

Parramatta Road Transformation Strategy Within Canada Bay LGA HOMEBUSH/CONCORD WEST RISK RANKING (NORTH)

1 DP199833

91 DP88392 90 89 DP88392 DP60683

113 DP75878 112 DP60683 111 DP60683

110 DP83900

109 DP979563 108 DP979563 3 107 DP97956

3 146 DP97956

145 DP60683

144 DP60683

3 143 DP97956

51

3 142 DP97956

A DP370556

690 P3

B DP370556

1D

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gS Kin

eet George Str

147 DP97956 3

Powells Creek Reserve

4 B DP2220

2 DP205215

149 DP97956 3

148 DP97956 3

5 B DP2220

1 DP205215

150 DP97956 3

Area 2

HEi0 - High Risk 0-1m X2 - Disturbed Terrain Risk Rating High Moderate to High Moderate Low to Moderate Low

7 B DP2220

101 DP58828 0

1 DP72418

Legend: Site boundaries Lot Boundary Commercial/Industrial Areas PSI available Residential Train Line Waterbody area Parks and reserves Acid Sulphate Soils

8 B DP2220

61 DP617358

151 DP979563

Avenue

Residential 4

Homebush Bay Drive

Concord

14 A DP2220

X2

Residential

Homebush Bicentennial Park

Residential

FIGURE 5A

129 DP80911

7786 67 5 DP

rive Bay D Home bush

1 DP15973

1 DP956546

127 DP71278

130 DP75477 Job No: 55106

Version: L01

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0

e re e St org e G

8 DP15973

9 DP15973

20

40

metres

Area 1

Coord. Sys. GDA 1994 MGA Zone 56

Parramatta Road Transformation Strategy Within Canada Bay LGA HOMEBUSH/CONCORD WEST RISK RANKING (CENTRE)

10 DP15973 11 DP15973 12 DP15973

Z

Scale 1:1,500

t

PSI Area 2

ve Powells Creek Reser

Client: City of Canada Bay

4 DP15973

73 59 P1

3 1597

6D

73 59 P1

5 DP

7D

X2

X2 - Disturbed Terrain Risk Rating High Moderate to High Moderate Low to Moderate Low

1 DP455465

3 DP15973

3 DP218758

Legend: Site boundaries Lot Boundary Commercial/Industrial Areas PSI available Residential Train Line Parks and reserves Acid Sulphate Soils

2 DP956546

2 DP15973 Powells Creek Reserve

90 DP60683 89 DP88392 88 DP60683

t King Stree

B DP161197

114 DP82495

128 DP71278

115 DP75798

A DP161197

113 DP75878

125 DP79645

3 116 DP97956

3 117 DP97956

1 DP77619

124 DP60683

132 DP979563

2 DP218758

118 DP60683

1 DP112328

3 119 DP97956

3 120 DP97956

07 135 DP10036

42 DP831375

1 DP783771

138 DP60683

3 139 DP97956

3 140 DP97956

Residential 1

10 DP749976

112 DP60683

Vi ctoria Avenue

111 DP60683

110 DP83900

109 DP979563 108 DP979563 107 DP979563

B DP370556

146 DP979563 145 DP60683 144 DP60683 143 DP979563 142 DP979563 A DP370556

Residential 2 1 DP369051

1 DP226350

File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\55106_03a.mxd Reference:

FIGURE 5B

11 DP15973 PSI Area 2

12 DP15973

1 DP 2 DP

50 2263

50 2263

73 P159 15 D

PSI Area 1

S tre e t orge Ge Job No: 55106

R othw e

X2

X2 - Disturbed Terrain Risk Rating High Moderate to High Moderate Low to Moderate Low

96 5250

96 5250

X DP404807

2 DP

1 DP

Powells Creek Reserve

73 P159 16 D 48 4030 2 DP 21 1199 1 DP

72 3666 D DP

Powells Creek Reserve

Area 1

Legend: Site boundaries Lot Boundary Commercial/Industrial Areas PSI available Train Line Waterbody area Parks and reserves Acid Sulphate Soils

nue ll Ave

Client: City of Canada Bay

41 2153 2 DP

Version: L01

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Drawn By: FH

Checked By: KL

Residential

0

40

metres

41 2153

Parramatta Road Transformation Strategy Within Canada Bay LGA Con

ue Aven way

HOMEBUSH/CONCORD WEST RISK RANKING (SOUTH)

k Cree

File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\55106_03a.mxd Reference:

20

Coord. Sys. GDA 1994 MGA Zone 56

1 DP

ells Pow Bressington Park

Z

Scale 1:1,500

FIGURE 5C

Appendix A Lot and DP Summary Tables

©JBS&G Australia Pty Ltd | 55106_117353 (Rev 0)

Appendix A ‐ Precinct Lot and DP Details Lot and DP Street Address Stage 1 Kings Bay precinct 1 DP320484 10 HARRIS ROAD 5 DP14016 10 REGATTA ROAD 6 DP15516 100 QUEENS ROAD 1 DP15564 101 KINGS ROAD 1 DP151096 102 KINGS ROAD 7 DP15516 102 QUEENS ROAD 2 DP15564 103 KINGS ROAD 8 DP15516 104 QUEENS ROAD 3 DP15564 105 KINGS ROAD 2 DP212464 106 KINGS ROAD 9 DP15516 106 QUEENS ROAD 1 DP212464 106A KINGS ROAD 4 DP15564 107 KINGS ROAD 21 DP740635 108 KINGS ROAD 10 DP15516 108 QUEENS ROAD 20 DP740635 108A KINGS ROAD 5 DP15564 109 KINGS ROAD 7 DP11496 110 KINGS ROAD 11 DP15516 110 QUEENS ROAD 6 DP15564 111 KINGS ROAD 102 DP839777 11‐15 SPENCER STREET 3 DP772186 11‐15 SPENCER STREET 2 DP772186 11‐15 SPENCER STREET 6 DP11496 112 KINGS ROAD 12 DP15516 112 QUEENS ROAD 7 DP15564 113 KINGS ROAD 13 DP15516 114 QUEENS ROAD 8 DP15564 115 KINGS ROAD SP79438 116 KINGS ROAD 15 DP15516 116 QUEENS ROAD 14 DP15516 116 QUEENS ROAD 9 DP15564 117 KINGS ROAD 3 DP11496 118 KINGS ROAD SP30687 118 QUEENS ROAD 10 DP15564 119 KINGS ROAD 6 DP14016 12 REGATTA ROAD 16 3 DP1117 12 SPENCER STREET 15 3 DP1117 12 SPENCER STREET 2A DP11496 120 KINGS ROAD 11 DP15564 121 KINGS ROAD A DP401689 121 PARRAMATTA ROAD 10 DP718237 121 PARRAMATTA ROAD 1 DP121457 121 QUEENS ROAD 2 DP11496 122 KINGS ROAD 12 DP15564 123 KINGS ROAD

Suburb FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046

Area (m²) 377.9750479 424.950457 349.0606433 357.5311098 910.5078436 361.1924922 389.0442678 357.2701395 382.4849704 456.4822627 352.9301828 455.4030897 397.0206614 468.7647954 362.919892 455.5870777 386.7344056 645.3293514 353.0147538 394.9813264 3381.928708 1111.260198 1338.593117 659.9513101 356.7403169 386.5037124 352.087458 386.8524015 1314.842176 397.7698384 344.2064521 392.7167514 649.526676 7946.177209 391.8791307 413.7494212 548.5784519 436.8628904 721.1074107 387.1494771 4095.445825 20881.37333 7466.418751 726.668548 389.440834

Appendix A ‐ Precinct Lot and DP Details Lot and DP 1 DP11496 13 DP15564 14 DP15564 15 DP15564 Y DP386093 X DP386093 1 DP455675 2 DP455675 1 DP172273 3 DP455675 16 DP15564 2 DP591225 1 DP82068 1 DP167850 SP46295 18 2 DP1117 B DP332646 1 DP591225 12 DP826063 101 DP839777 5 2 DP1117 1 DP449548 11 DP11967 7 DP456446 8 DP11967 10 DP11967 9 DP11967 SP56265 10 1 DP1117 20 2 DP1117 19 2 DP1117 A DP332646 1 DP872782 C DP332646 D DP15167 1 DP14016 102 DP212763 C DP418798 6 DP456446 B DP418798 A DP418798 101 DP212763 15 DP11967 3 DP1034085 2 DP1034085 2 DP826686

Street Address 124 KINGS ROAD 125‐127 KINGS ROAD 125‐127 KINGS ROAD 129 KINGS ROAD 129 PARRAMATTA ROAD 129 PARRAMATTA ROAD 1‐3 REGATTA ROAD 1‐3 REGATTA ROAD 1‐3 REGATTA ROAD 1‐3 REGATTA ROAD 131 KINGS ROAD 131 PARRAMATTA ROAD 131 PARRAMATTA ROAD 133 KINGS ROAD 14‐16 SPENCER STREET 147‐153 PARRAMATTA ROAD 147‐153 PARRAMATTA ROAD 147‐153 PARRAMATTA ROAD 15‐17 REGATTA ROAD 17‐19 SPENCER STREET 181‐199 PARRAMATTA ROAD 181‐199 PARRAMATTA ROAD 181‐199 PARRAMATTA ROAD 181‐199 PARRAMATTA ROAD 181‐199 PARRAMATTA ROAD 181‐199 PARRAMATTA ROAD 181‐199 PARRAMATTA ROAD 18‐20 SPENCER STREET 19 REGATTA ROAD 1E SPENCER STREET 1E SPENCER STREET 1E SPENCER STREET 1E SPENCER STREET 1E SPENCER STREET 2 HARRIS ROAD 2 REGATTA ROAD 201 PARRAMATTA ROAD 201 PARRAMATTA ROAD 201 PARRAMATTA ROAD 201 PARRAMATTA ROAD 201 PARRAMATTA ROAD 203 PARRAMATTA ROAD 21 SPENCER STREET 21‐23 REGATTA ROAD 21‐23 REGATTA ROAD 215 PARRAMATTA ROAD

Suburb FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046

Area (m²) 718.0678394 388.9814135 393.622343 358.4992882 1085.961637 3077.46424 113.6916508 117.8633414 375.0055242 132.7609856 357.3381551 1562.330884 5614.588097 542.9101123 950.5707068 661.615518 1317.043142 1286.82575 5195.056955 929.0765853 594.6178163 118.5935691 214.9740745 214.7336285 230.6552038 236.3650467 224.1073848 975.2996992 472.9842087 570.9923767 576.6340565 1573.323099 560.5877286 73.70774392 366.8883708 410.9829241 206.7209611 213.5967765 215.8847543 205.1844199 205.6848908 178.116328 430.4638821 378.8431385 360.8773883 3046.470958

Appendix A ‐ Precinct Lot and DP Details Lot and DP 37 3 DP1117 2 DP224234 3 DP826686 14 DP11967 4 DP826686 SP69274 13 DP11967 1 DP1034085 12 DP11967 8 3 DP1117 17 3 DP1117 18 DP651570 4 DP17927 1 DP826686 7 DP663408 1 DP114841 4 DP421391 5 3 DP1117 1 DP302203 1 DP788226 4 3 DP1117 3 DP455682 13 DP718237 C DP15167 2 DP14016 B DP360990 A DP360990 SP83068 1 DP90833 3 DP17927 17 DP718237 16 DP718237 15 DP718237 41 DP1097688 40 DP1097688 1 DP176343 1 DP73026 1 DP176163 1 DP180829 1 DP191889 B DP15167 3 DP14016 B DP366113 14 DP718237 2 DP17927 1 DP172956

Street Address 22 SPENCER STREET 22 SPENCER STREET 225 PARRAMATTA ROAD 23 SPENCER STREET 235 PARRAMATTA ROAD 24‐26 SPENCER STREET 25 SPENCER STREET 25‐27 REGATTA ROAD 27 SPENCER STREET 28 SPENCER STREET 2‐8 SPENCER STREET 2‐8 SPENCER STREET 3 HARRIS ROAD 3 REGATTA ROAD 30 SPENCER STREET 32 SPENCER STREET 33 QUEENS ROAD 34 SPENCER STREET 34 SPENCER STREET 35‐41 QUEENS ROAD 38 SPENCER STREET 38 SPENCER STREET 4 HARRIS ROAD 4 HARRIS ROAD 4 REGATTA ROAD 43 QUEENS ROAD 43 QUEENS ROAD 45‐57 QUEENS ROAD 45‐57 QUEENS ROAD 5 HARRIS ROAD 51 PARRAMATTA ROAD 51 PARRAMATTA ROAD 51 PARRAMATTA ROAD 57 QUEENS ROAD 57 QUEENS ROAD 57 QUEENS ROAD 57 QUEENS ROAD 57 QUEENS ROAD 57 QUEENS ROAD 57 QUEENS ROAD 6 HARRIS ROAD 6 REGATTA ROAD 65 PARRAMATTA ROAD 65 PARRAMATTA ROAD 7 HARRIS ROAD 7 REGATTA ROAD

Suburb FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046

Area (m²) 110.5512756 358.3401078 3681.99914 443.4249822 4766.355647 776.631131 428.3461034 924.1333973 442.4769499 446.8243566 576.8081435 541.4462765 362.7154751 3138.340208 223.1210117 602.794073 3951.747075 444.2419168 68.64893074 2525.742366 445.288357 90.65058238 1955.117803 352.7569191 417.8081374 1122.913552 1481.112334 3081.381092 921.9515571 362.3053119 2411.990173 494.5076514 477.0510182 183.1081581 187.9875702 850.6559863 920.6450798 878.3787274 7477.094679 950.2453546 345.3541512 424.5816682 678.2351736 2603.741373 364.4888687 356.4707803

Appendix A ‐ Precinct Lot and DP Details Lot and DP Street Address 13 DP826063 7 REGATTA ROAD 23 2 DP1117 7 SPENCER STREET 14 DP663406 7 SPENCER STREET 15 DP663407 7 SPENCER STREET A DP339025 7 SPENCER STREET 1 DP911313 7 SPENCER STREET 1 DP540387 7 SPENCER STREET 15 DP455570 7 SPENCER STREET 1 DP1048712 7 SPENCER STREET 2 DP1048712 7 SPENCER STREET C DP339025 7 SPENCER STREET B DP339025 7 SPENCER STREET 1 DP935576 7 SPENCER STREET 2 DP455571 7 SPENCER STREET 4 DP981133 7 SPENCER STREET 1 DP455571 7 SPENCER STREET 1 DP779966 7 SPENCER STREET 16 DP455570 7 SPENCER STREET 12 DP718237 75 PARRAMATTA ROAD 20 3 DP1117 75 QUEENS ROAD 1 DP540151 75 QUEENS ROAD 11 DP718237 77 PARRAMATTA ROAD 21 3 DP1117 79 QUEENS ROAD 2 DP320484 8 HARRIS ROAD 4 DP14016 8 REGATTA ROAD 22 3 DP1117 81 QUEENS ROAD 4 DP828420 83 QUEENS ROAD 3 DP828420 85 QUEENS ROAD 100 DP832740 89 QUEENS ROAD 1 DP17927 9 HARRIS ROAD 1 DP15516 90 QUEENS ROAD 2 DP15516 92 QUEENS ROAD SP75496 92‐96 KINGS ROAD 3 DP15516 94 QUEENS ROAD 92 DP1047100 95 QUEENS ROAD 4 DP15516 96 QUEENS ROAD 11 DP1135519 97 QUEENS ROAD 2 DP151096 98 KINGS ROAD 5 DP15516 98 QUEENS ROAD 5 DP17927 ROSEBANK COLLEGE, 1 HARRIS ROAD Stage 1 Burwood Precinct 14 DP998591 1 BROUGHTON STREET 2 DP857558 1 LOFTUS STREET 4 DP333924 1 PARRAMATTA ROAD 22 DP72323 10 BURTON STREET B DP383382 10 BURWOOD ROAD

Suburb FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046 FIVE DOCK NSW 2046

Area (m²) 3115.127718 447.1328808 279.2742658 281.6479665 475.4161531 294.7306175 277.8254979 266.98326 222.5026817 270.6063828 460.1217496 487.1551279 438.348924 324.8903452 279.1698545 268.6297989 226.0947484 318.1134146 443.9788609 574.5037603 530.5697497 453.6011547 538.7161975 341.8339086 403.6062191 433.2593628 453.4788315 457.6552126 987.9814094 368.8143567 357.1524818 364.1526803 2102.684196 350.8416119 1618.250914 351.806074 1868.085807 923.6306765 361.8377459 330.7209175

CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137

576.4257344 249.8635507 574.0434429 756.3158067 234.3288806

Appendix A ‐ Precinct Lot and DP Details Lot and DP 21 DP10928 22 DP10928 21 DP63018 B DP344400 A DP383382 19 DP10928 20 DP10928 1 DP839095 2 DP549357 1 DP549357 7 DP10928 SP12487 A DP340812 B DP373059 A DP373059 C DP340812 B DP340812 1 DP602149 27 DP10928 1 DP857558 19 DP620861 13 DP10928 X DP413221 SP73535 28 DP10928 SP58094 15 DP10928 4 DP10928 1 DP331637 SP72357 Y DP413221 11 DP219999 3 DP10928 2 DP10928 25 DP10928 26 DP10928 100 DP1154740 23 DP75601 1 DP10928 1 DP782421 10 DP219999 1 DP435701 21 DP1133637 1 DP1088710 1 DP986651 19 DP1130215

Street Address 11 BURWOOD ROAD 11 BURWOOD ROAD 12 BURTON STREET 12 BURTON STREET 12A BURWOOD ROAD 13 BURWOOD ROAD 13 BURWOOD ROAD 13 PARRAMATTA ROAD 14 BURTON STREET 14A BURTON STREET 14A BURWOOD ROAD 16 BURTON STREET 16 BURTON STREET 16A BURWOOD ROAD 18 BURWOOD ROAD 19 PARRAMATTA ROAD 19 PARRAMATTA ROAD 1A BROUGHTON STREET 1A BURWOOD ROAD 1A LOFTUS STREET 1E BROUGHTON STREET 2 BURWOOD ROAD 2 LOFTUS STREET 20 BURTON STREET 21 PARRAMATTA ROAD 2‐4 BURTON STREET 26 BURTON STREET 28 BURTON STREET 29‐45 PARRAMATTA ROAD 29‐45 PARRAMATTA ROAD 2A LOFTUS STREET 3 LOFTUS STREET 30 BURTON STREET 30 BURTON STREET 3‐5 BURWOOD ROAD 3‐5 BURWOOD ROAD 3‐5 PARRAMATTA ROAD 38 BURTON STREET 38 BURTON STREET 38 BURTON STREET 3A LOFTUS STREET 4 BURWOOD ROAD 42 BURTON STREET 42 BURTON STREET 44 BURTON STREET 46 BURTON STREET

Suburb CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137

Area (m²) 236.2383706 224.0457362 742.3952843 183.371577 196.8621328 243.4240452 238.100476 1432.954474 247.4721236 313.14402 222.6442044 758.0867596 432.4690697 210.3036044 234.3290809 827.8480305 1738.812024 637.8473625 233.585854 307.9545689 136.0221759 234.6683058 273.5290024 1442.882699 485.6368231 1498.517746 483.6866535 451.6327743 34.49178407 3558.964415 244.3994089 304.2374034 456.932778 456.9017699 233.553017 237.1137854 1368.082492 749.3083557 456.737434 773.9191514 319.718869 228.8304997 778.9459533 776.7211791 758.1421263 759.7797658

Appendix A ‐ Precinct Lot and DP Details Lot and DP Street Address 18 DP63410 48 BURTON STREET SP9247 50 BURTON STREET 1 DP942510 52 BURTON STREET 20 DP1219785 53 PARRAMATTA ROAD 15 DP59140 54 BURTON STREET 17 DP1221579 55 PARRAMATTA ROAD 12 DP1221579 57 PARRAMATTA ROAD 13 DP1221579 57 PARRAMATTA ROAD 14 DP1221579 59 PARRAMATTA ROAD 15 DP1221579 59 PARRAMATTA ROAD 16 DP1221579 59 PARRAMATTA ROAD SP2411 6 BURTON STREET B DP376150 6 BURWOOD ROAD 24 DP10928 7 BURWOOD ROAD 1 DP334189 7‐9 PARRAMATTA ROAD 1 DP329105 7‐9 PARRAMATTA ROAD 1 DP1027871 7‐9 PARRAMATTA ROAD 23 DP71783 8 BURTON STREET A DP376150 8 BURWOOD ROAD 23 DP10928 9 BURWOOD ROAD Stage 1 Homebush/Concord West Precinct 101 DP791908 1 KING STREET 105 DP75477 10 KING STREET 2 DP525096 10 ROTHWELL AVENUE 104 DP75478 12 KING STREET 94 DP77907 13 KING STREET 101 DP979563 14 KING STREET 95 DP77907 15 KING STREET 1 DP722212 16 KING STREET 2 DP722212 16A KING STREET 96 DP71595 17 KING STREET 4 DP15973 170 GEORGE STREET 1 DP119921 172 GEORGE STREET 2 DP226350 174 GEORGE STREET 15 DP15973 174 GEORGE STREET 2 DP403048 174 GEORGE STREET 16 DP15973 174 GEORGE STREET 1 DP226350 174 GEORGE STREET 10 DP15973 176‐184 GEORGE STREET 9 DP15973 176‐184 GEORGE STREET 8 DP15973 176‐184 GEORGE STREET 12 DP15973 176‐184 GEORGE STREET 11 DP15973 176‐184 GEORGE STREET 6 DP15973 176Z GEORGE STREET 7 DP15973 176Z GEORGE STREET 3 DP218758 176Z GEORGE STREET

Suburb CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD NSW 2137 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138

Area (m²) 790.1208036 753.789729 747.2128799 2266.883862 544.0208656 507.471965 136.8017686 146.775127 152.6479259 137.7845188 120.5339616 747.5155197 229.3744663 230.4135461 6.487338298 30.08627601 1397.456649 772.9631826 216.5666488 250.8780698 31380.34874 341.3827452 735.4535039 351.5468631 194.2833169 351.9872069 205.3464624 368.3015875 335.7659228 205.7099938 467.4461657 321.3053619 447.7987017 650.9136908 361.7606846 694.4792349 649.330549 414.7209103 427.8766744 538.3850725 514.5746362 431.523802 934.1240948 1099.167723 180.7810971

Appendix A ‐ Precinct Lot and DP Details Lot and DP 3 DP205215 5 DP15973 3 DP15973 2 DP15973 2 B DP2220 1 B DP2220 1 DP15973 B DP161197 A DP161197 132 DP979563 1 DP112328 3 B DP2220 4 B DP2220 130 DP75477 1 DP215341 SP60863 2 DP205215 10 DP749976 151 DP979563 148 DP979563 150 DP979563 147 DP979563 149 DP979563 5 B DP2220 6 B DP2220 1 DP205215 7 B DP2220 101 DP588280 8 B DP2220 61 DP617358 7 A DP2220 9 B DP2220 2 DP215341 8 A DP2220 10 B DP2220 9 A DP2220 129 DP80911 11 B DP2220 10 A DP2220 128 DP71278 12 B DP2220 11 A DP2220 125 DP79645 13 B DP2220 12 A DP2220 124 DP60683

Street Address 18 KING STREET 186 GEORGE STREET 186 GEORGE STREET 188 GEORGE STREET 19 KING STREET 19 KING STREET 190 GEORGE STREET 192 GEORGE STREET 194 GEORGE STREET 196 GEORGE STREET 198 GEORGE STREET 19A KING STREET 19A KING STREET 2 KING STREET 2 ROTHWELL AVENUE 2 STATION AVENUE 20 KING STREET 200 GEORGE STREET 202‐210 GEORGE STREET 202‐210 GEORGE STREET 202‐210 GEORGE STREET 202‐210 GEORGE STREET 202‐210 GEORGE STREET 21 KING STREET 23 KING STREET 24 KING STREET 25 KING STREET 26 KING STREET 27 KING STREET 28 KING STREET 28A KING STREET 29 KING STREET 2A ROTHWELL AVENUE 30 KING STREET 31 KING STREET 32 KING STREET 33 GEORGE STREET 33 KING STREET 34 KING STREET 35 GEORGE STREET 35 KING STREET 36 KING STREET 37 GEORGE STREET 37 KING STREET 38 KING STREET 39 GEORGE STREET

Suburb CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138

Area (m²) 513.7435795 531.5037752 427.6108018 483.8140123 371.3752125 273.6696263 520.1664493 439.2156107 457.4185091 521.6430253 562.65256 456.0155886 517.4232177 345.2169631 2995.727434 2873.528761 650.2666736 613.3301214 1144.3802 940.1342449 1034.907736 913.8747695 1003.645731 554.5081792 536.0261056 678.7557306 552.7408505 496.9083879 539.0043629 492.6829661 846.0986557 546.4691695 1325.450272 775.2433643 550.886204 777.344285 327.5918794 541.6464875 728.4453147 340.3600835 551.9711566 727.4346143 366.0293367 541.4091726 673.4190381 335.304197

Appendix A ‐ Precinct Lot and DP Details Lot and DP 14 B DP2220 1 DP455465 127 DP71278 X DP404807 13 A DP2220 114 DP82495 1 DP77619 103 DP871341 14 A DP2220 115 DP75798 106 DP979563 116 DP979563 103 DP979563 117 DP979563 102 DP979563 118 DP60683 1 DP72418 113 DP75878 88 DP60683 90 DP60683 89 DP88392 91 DP88392 119 DP979563 112 DP60683 120 DP979563 111 DP60683 135 DP1003607 110 DP83900 42 DP831375 1 DP783771 109 DP979563 138 DP60683 108 DP979563 2 DP956546 D DP366672 139 DP979563 107 DP979563 140 DP979563 146 DP979563 5 DP778667 145 DP60683 2 DP218758 144 DP60683 143 DP979563 142 DP979563 1 DP219742

Street Address 39 KING STREET 4 KING STREET 4 KING STREET 4 ROTHWELL AVENUE 40 KING STREET 40 VICTORIA AVENUE 41 GEORGE STREET 41 KING STREET 42 KING STREET 42 VICTORIA AVENUE 43 GEORGE STREET 44 VICTORIA AVENUE 45 GEORGE STREET 46 VICTORIA AVENUE 47 GEORGE STREET 48 VICTORIA AVENUE 49 GEORGE STREET 49 VICTORIA AVENUE 5 KING STREET 5 KING STREET 5 KING STREET 5 KING STREET 50 VICTORIA AVENUE 51 VICTORIA AVENUE 52 VICTORIA AVENUE 53 VICTORIA AVENUE 54 VICTORIA AVENUE 55 VICTORIA AVENUE 56 VICTORIA AVENUE 56A VICTORIA AVENUE 57 VICTORIA AVENUE 58 VICTORIA AVENUE 59 VICTORIA AVENUE 6 KING STREET 6 ROTHWELL AVENUE 60 VICTORIA AVENUE 61 VICTORIA AVENUE 62 VICTORIA AVENUE 63 VICTORIA AVENUE 64A VICTORIA AVENUE 65 VICTORIA AVENUE 66 VICTORIA AVENUE 67 VICTORIA AVENUE 69 VICTORIA AVENUE 69A VICTORIA AVENUE 7 CONCORD AVENUE

Suburb CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138

Area (m²) 546.5088658 117.6278848 344.5247313 1696.860778 657.498434 384.3332402 340.7163231 136.9995681 884.4293436 403.1366837 344.8156834 413.7700452 359.8499977 409.1905821 362.4088975 397.2975847 724.5536995 391.3296679 208.5472842 199.5303372 198.6093152 207.1981795 406.3302697 396.4129984 396.7556884 396.718737 392.2737952 406.1622767 391.8571388 401.3218136 393.83015 392.106129 394.7372108 467.1313153 1579.570951 407.3874113 405.3688614 637.7269668 385.0650267 4555.579485 387.2104058 8993.556264 389.3287533 399.4193143 402.9555048 15057.29642

Appendix A ‐ Precinct Lot and DP Details Lot and DP A DP370556 B DP370556 1 DP369051 1 DP956546 1 DP525096 93 DP60683 1 DP199833 17 2 DP1117 1 DP328391

Street Address 71 VICTORIA AVENUE 73 VICTORIA AVENUE 75A VICTORIA AVENUE 8 KING STREET 8 ROTHWELL AVENUE 9 KING STREET 9 KING STREET 16‐22 PARRAMATTA ROAD 664‐666 PARRAMATTA ROAD

Suburb CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CONCORD WEST NSW 2138 CROYDON NSW 2132 CROYDON NSW 2132

Area (m²) 596.5917599 786.2647658 593.8470919 475.8051509 392.5318011 201.3402734 210.4513742 675.8398561 11.65085204

Appendix B Photographic Log – Kings Bay Precinct

©JBS&G Australia Pty Ltd | 55106_117353 (Rev 0)

Photograph 1 – Residential Area 1, Kings Road

Photograph 2 – Residential Area 1, Kings Road

Photograph 3 – Residential Area 1, Kings Road

Photograph 4 – Residential Area 1, Kings Road

Job No: 55106 Client:

Maryland Development Company Pty Ltd

Version: Rev 0

Date: 15/03/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Kings Bay Precinct, Five Dock, NSW

APPENDIX B

Photograph 5 – Residential Area 2, Kings Road

Photograph 6 – Residential Area 2, Kings Road

Photograph 7 – Residential Area 2, Kings Road

Photograph 8 – Residential Area 2, Kings Road

Job No: 55106 Client:

Maryland Development Company Pty Ltd

Version: Rev 0

Date: 15/03/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Kings Bay Precinct, Five Dock, NSW

APPENDIX B

Photograph 9 – Residential Area 2 (Commercial), Queens Rd

Photograph 10 – Residential Area 2 (Commercial), Queens Rd

Photograph 11 – Residential Area 2 (Commercial), Queens Rd

Photograph 12 – Residential Area 2 (Commercial), Queens Rd

Job No: 55106 Client: City of Canada Bay Version: Rev 0

Date: 15/03/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Kings Bay Precinct, Five Dock, NSW

APPENDIX B

Photograph 13 – Rosebank College, Queens Rd

Photograph 14 – Rosebank College, Queens Rd

Photograph 15 – Rosebank College, Parramatta Rd

Photograph 16 – Rosebank College, Parramatta Rd

Job No: 55106 Client: City of Canada Bay Version: Rev 0

Date: 15/03/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Kings Bay Precinct, Five Dock, NSW

APPENDIX B

Photograph 17 – Area 1, Office Works, Cnr Walker St and Parramatta Rd

Photograph 18 – Area 1, Office Works, Cnr Walker St and Parramatta Rd

Photograph 19 – Area 1, Cnr Walker St and Parramatta Rd

Photograph 20 – Area 1, Cnr Walker St and Parramatta Rd

Job No: 55106 Client: City of Canada Bay Version: Rev 0

Date: 15/03/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Kings Bay Precinct, Five Dock, NSW

APPENDIX B

Photograph 21 – Area 1, Shell Service Station, Parramatta Rd

Photograph 22 – Area 1, Shell Service Station, Parramatta Rd

Photograph 23 – Area 1, Shell Service Station, Parramatta Rd

Photograph 24 – Area 1, McDonald’s Restaurant Parramatta Rd

Job No: 55106 Client: City of Canada Bay Version: Rev 0

Date: 15/03/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Kings Bay Precinct, Five Dock, NSW

APPENDIX B

Photograph 25 – Area 1, KFC, Parramatta Rd

Photograph 26 – Area 1, KFC, Parramatta Rd

Photograph 27 – Area 1, Coles Express Car Wash, Parramatta Rd

Photograph 28 – Area 1, Coles Express Carwash, Parramatta Rd

Job No: 55106 Client: City of Canada Bay Version: Rev 0

Date: 15/03/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Kings Bay Precinct, Five Dock, NSW

APPENDIX B

Photograph 29 – Area 1, Waste Transport Depot, Regatta Rd

Photograph 30 – Area 1, Waste Transport Depot, Regatta Rd

Photograph 31 – Area 1, Waste Transport Depot, Regatta Rd

Photograph 32 – Area 1, Waste Transport Depot, Regatta Rd

Job No: 55106 Client: City of Canada Bay Version: Rev 0

Date: 15/03/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Kings Bay Precinct, Five Dock, NSW

APPENDIX B

Photograph 33 – Area 1, Regatta Rd

Photograph 34 – Area 1, Regatta Rd

Photograph 35 – Lucas Gardens School, Queens Rd

Photograph 36 – Lucas Gardens School, Queens Rd

Job No: 55106 Client: City of Canada Bay Version: Rev 0

Date: 15/03/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Kings Bay Precinct, Five Dock, NSW

APPENDIX B

Photograph 37 – Area 1, Crn Paramatta Rd and Regatta Rd

Photograph 38 – Area 1, Waste Transport Depot, Regatta Rd

Photograph 39 – Area 1, Waste Transport Depot, Regatta Rd

Photograph 40 – Area 1, Waste Transport Depot, Regatta Rd

Job No: 55106 Client: City of Canada Bay Version: Rev 0

Date: 15/03/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Kings Bay Precinct, Five Dock, NSW

APPENDIX B

Photograph 41 – Area 2, Queens Rd

Photograph 42 – Area 2, Queens Rd

Photograph 43 – Area 2, Queens Rd

Photograph 44 – Area 2, Queens Rd

Job No: 55106 Client: City of Canada Bay Version: Rev 0

Date: 15/03/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Kings Bay Precinct, Five Dock, NSW

APPENDIX B

Photograph 45 – Area 2, Queens Rd

Photograph 46 – Area 2, Queens Rd

Photograph 47 – Area 2, Queens Rd

Photograph 48 – Area 2, Queens Rd

Job No: 55106 Client: City of Canada Bay Version: Rev 0

Date: 15/03/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Kings Bay Precinct, Five Dock, NSW

APPENDIX B

Photograph 49 – Area 2, Spencer St

Photograph 50 – Area 2, Spencer St

Photograph 51 – Area 2, Spencer St

Photograph 52 – Area 2, Spencer St

Job No: 55106 Client: City of Canada Bay Version: Rev 0

Date: 15/03/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Kings Bay Precinct, Five Dock, NSW

APPENDIX B

Photograph 53 – Area 3, Paramatta Rd

Photograph 54 – Area 3, Parramatta Rd

Photograph 55 – Area 3, Parramatta Rd

Photograph 56 – Area 3, Parramatta Rd

Job No: 55106 Client: City of Canada Bay Version: Rev 0

Date: 15/03/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Kings Bay Precinct, Five Dock, NSW

APPENDIX B

Appendix C Photographic Log – Burwood Precinct

©JBS&G Australia Pty Ltd | 55106_117353 (Rev 0)

Photograph 1 – Residential Area 1, Burton St

Photograph 2 – Residential Area 1, Burton St

Photograph 3 – Residential Area 1, Burton St

Photograph 4 – Residential Area 1, Burton St

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Burwood Road Precinct , Concord, NSW

APPENDIX C

Photograph 5 – Residential Area 1, Broughton St

Photograph 6 – Residential Area 1 , Broughton St

Photograph 7 – Residential Area 1 , Broughton St

Photograph 8 – Residential Area 1 , Broughton St

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Burwood Road Precinct , Concord, NSW

APPENDIX C

Photograph 9 – Residential Area 1, Parramatta Rd

Photograph 10 – Residential Area 1 , Parramatta Rd

Photograph 11 – Residential Area 1 , Parramatta Rd

Photograph 12 – Residential Area 1 , Burwood Rd

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Burwood Road Precinct , Concord, NSW

APPENDIX C

Photograph 13 – Residential Area 2, Burwood Rd

Photograph 14 – Residential Area 2 , Burwood Rd

Photograph 15 – Residential Area 2 , Burwood Rd

Photograph 16 – Residential Area 2 , Burwood Rd

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Burwood Road Precinct , Concord, NSW

APPENDIX C

Photograph 17 – Residential Area 2, Neichs Ln

Photograph 18 – Residential Area 2, Neichs Ln

Photograph 19 – Residential Area 2, Neichs Ln

Photograph 20 – Residential Area 2, Neichs Ln

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Burwood Road Precinct , Concord, NSW

APPENDIX C

Photograph 21 – Residential Area 3, Loftus St

Photograph 22 – Residential Area 3, Loftus St

Photograph 23 – Residential Area 3, Loftus St

Photograph 24 – Residential Area 3, Loftus St

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Burwood Road Precinct , Concord, NSW

APPENDIX C

Photograph 25 – Area 1, Broughton Street

Photograph 26 – Area 1, Broughton Street

Photograph 27 – Area 1, Parramatta Rd

Photograph 28 – Area 1, Parramatta Rd

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Burwood Road Precinct , Concord, NSW

APPENDIX C

Photograph 29 – Area 1, Parramatta Rd

Photograph 30 – Area 1, Parramatta Rd

Photograph 31 – Area 1, Parramatta Rd

Photograph 32 – Area 1, Parramatta Rd

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Burwood Road Precinct , Concord, NSW

APPENDIX C

Photograph 33 –Area 2, Parramatta Rd

Photograph 34 – Area 2, Parramatta Rd

Photograph 35 – Area 2, Neichs Ln

Photograph 36 – Area 2, Parramatta Rd

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Burwood Road Precinct , Concord, NSW

APPENDIX C

Photograph 37 – Area 2, Nechs Ln

Photograph 38 – Area 2 Nechs Ln

Photograph 39 – Area 2, Nechs Ln

Photograph 40 – Area 3 with Residential Area 2 beyond, Neichs Ln

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Burwood Road Precinct , Concord, NSW

APPENDIX C

Photograph 41 – Area 4, Parramatta Rd

Photograph 42 – Area 4, Parramatta Rd

Photograph 43 – Area 4, Parramatta Rd

Photograph 44 – Area 4, Parramatta Rd

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Burwood Road Precinct , Concord, NSW

APPENDIX C

Photograph 45 – Area 4, Parramatta rd

Photograph 46 – Area 4, Parramatta rd

Photograph 47 – Area 4, Parramatta Rd

Photograph 48 –Area 4, Parramatta rd

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Burwood Road Precinct , Concord, NSW

APPENDIX C

Appendix D Photographic Log – Homebush/Concord West Precinct

©JBS&G Australia Pty Ltd | 55106_117353 (Rev 0)

Photograph 1 – Residential Area 1, Victoria Ave

Photograph 2 – Residential Area 1, Victoria Ave

Photograph 3 – Residential Area 1, Victoria Ave

Photograph 4 – Residential Area 1, Victoria Ave

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Homebush/Concord West Precinct, Homebush, NSW

APPENDIX D

Photograph 5 – Residential Area 1, Victoria Ave

Photograph 6 – Residential Area 1, Victoria Ave

Photograph 7 – Residential Area 1, Victoria Ave

Photograph 8 – Residential Area 1, Victoria Ave

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Homebush/Concord West Precinct, Homebush, NSW

APPENDIX D

Photograph 9 – Residential Area 2, Victoria Ave

Photograph 10 – Residential Area 2, Victoria Ave

Photograph 11 – Residential Area 2, Victoria Ave

Photograph 12 – Residential Area 2, Victoria Ave

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Homebush/Concord West Precinct, Homebush, NSW

APPENDIX D

Photograph 13 – Residential Area 2, Victoria Ave

Photograph 14 – Residential Area 2, Victoria Ave

Photograph 15 – Residential Area 2, Victoria Ave

Photograph 16 – Residential Area 2, Victoria Ave

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Homebush/Concord West Precinct, Homebush, NSW

APPENDIX D

Photograph 17 –Residential Area 2, Victoria Ave

Photograph 18 – Residential Area 2, Victoria Ave

Photograph 19 – Residential Area 2, Victoria Ave

Photograph 20 – Residential Area 2, Cnr Victoria Ave and George St

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Homebush/Concord West Precinct, Homebush, NSW

APPENDIX D

Photograph 21 – Residential Area 3, King St

Photograph 22 – Residential Area 3, King St

Photograph 23 – Residential Area 3, King St

Photograph 24 – Residential Area 3, King St

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Homebush/Concord West Precinct, Homebush, NSW

APPENDIX D

Photograph 25 – Residential Area 4, King St

Photograph 26 – Residential Area 4, King St

Photograph 27 – Residential Area 4, King St

Photograph 28 – Residential Area 4, King St

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Homebush/Concord West Precinct, Homebush, NSW

APPENDIX D

Photograph 29 – Area 1, George St

Photograph 30 – Area 1, George St

Photograph 31 – Area 1, George St

Photograph 32 – Area 1, George St

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Homebush/Concord West Precinct, Homebush, NSW

APPENDIX D

Photograph 33 – Area 2, George Street

Photograph 34 – Area 2, George Street

Photograph 35 – Area 2, George Street

Photograph 36 – Area 2, George Street

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Homebush/Concord West Precinct, Homebush, NSW

APPENDIX D

Photograph 37 – Area 3, Station Ave

Photograph 38 – Area 3, Station Ave

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Homebush/Concord West Precinct, Homebush, NSW

APPENDIX D

Photograph 39 – PSI Area 1, Rothwell Ave

Photograph 40 – PSI Area 1, Rothwell Ave

Photograph 41 – PSI Area 1, Rothwell Ave

Photograph 42 – PSI Area 1, Rothwell Ave

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Homebush/Concord West Precinct, Homebush, NSW

APPENDIX D

Photograph 43 – PSI Area 2, George St

Photograph 44 – PSI Area 2, George St

Photograph 45 – PSI Area 2, George St

Photograph 46 – PSI Area 2, George St

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Homebush/Concord West Precinct, Homebush, NSW

APPENDIX D

Photograph 47 – PSI Area 2, George St

Photograph 48 – PSI Area 2, George St

Photograph 49 – PSI Area 2, George St

Photograph 50 – PSI Area 2, George St

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Homebush/Concord West Precinct, Homebush, NSW

APPENDIX D

Photograph 51 – PSI Area 3, Victoria Ave

Photograph 52 – PSI Area 3, Victoria Ave

Photograph 53 – Concord West Train Station, King St

Photograph 54 – Residential Area 1, King St

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Homebush/Concord West Precinct, Homebush, NSW

APPENDIX D

Photograph 55 – PSI Area 4, Station Ave

Photograph 56 – PSI Area 4, Station Ave

Photograph 57 – PSI Area 4, Station Ave

Photograph 58 – PSI Area 4, Station Ave

Job No: 55106 Client: City of Canada Bay Version: Rev A

Date: 15/09/2018

Drawn By: KL

Checked By: MB

Not to Scale

Coord. Sys n/a

Stage 1 Homebush/Concord West Precinct, Homebush, NSW

APPENDIX D

Appendix E Groundwater Bore Searches

©JBS&G Australia Pty Ltd | 55106_117353 (Rev 0)

Page 1 of 2

NSW Office of Water Work Summary GW102550 Licence: 10BL157703

Licence Status: ACTIVE Authorised Purpose MONITORING BORE (s): Intended Purpose(s): MONITORING BORE

Work Type: Bore Work Status: Construct.Method: Owner Type: Commenced Date: Completion Date: 01/01/1996

Final Depth: 4.00 m Drilled Depth:

Contractor Name: Macquarie Drilling Driller: Assistant Driller: Property: N/A GWMA: GW Zone: -

Standing Water Level: 1.800 Salinity: Yield:

Site Details Site Chosen By: County Form A: Licensed: CUMBERLAND Region: 10 - Sydney South Coast River Basin: - Unknown Area/District: Elevation: 0.00 m (A.H.D.) Elevation Unknown Source: GS Map: -

Parish .

CONCORD

Cadastre Whole Lot //

CMA Map: Grid Zone:

Scale:

Northing: 6253109.0 Easting: 322033.0

Latitude: 33°50'50.3"S Longitude: 151°04'35.2"E

MGA Zone: 0

Coordinate Unknown Source:

Construction Negative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-Centralisers Hole Pipe Component Type From To Outside Inside Interval Details (m) (m) Diameter Diameter (mm) (mm) 1 Hole Hole 0.00 4.00 0 Unknown 1 1 Casing P.V.C. 0.00 0.00 50

Water Bearing Zones From (m)

To (m)

Thickness WBZ Type (m)

S.W.L. (m)

D.D.L. (m)

Yield (L/s)

Hole Depth (m)

Duration Salinity (hr) (mg/L)

Geologists Log Drillers Log

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From To (m) (m)

Thickness Drillers Description (m)

Geological Material

Comments

Remarks 01/01/1996: Form A Remarks: DATA FROM AG APPLICATION ONLY

*** End of GW102550 *** Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be sought in interpreting and using this data.

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NSW Office of Water Work Summary GW102553 Licence: 10BL157703

Licence Status: ACTIVE Authorised Purpose MONITORING BORE (s): Intended Purpose(s): MONITORING BORE

Work Type: Bore Work Status: Construct.Method: Owner Type: Commenced Date: Completion Date: 01/01/1996

Final Depth: 4.00 m Drilled Depth:

Contractor Name: Driller: Assistant Driller: Property: N/A GWMA: GW Zone: -

Standing Water Level: 1.830 Salinity: Yield:

Site Details Site Chosen By: County Form A: Licensed: CUMBERLAND Region: 10 - Sydney South Coast River Basin: - Unknown Area/District: Elevation: 0.00 m (A.H.D.) Elevation Unknown Source: GS Map: -

Parish .

CONCORD

Cadastre Whole Lot //

CMA Map: Grid Zone:

Scale:

Northing: 6253267.0 Easting: 322210.0

Latitude: 33°50'45.3"S Longitude: 151°04'42.2"E

MGA Zone: 0

Coordinate Unknown Source:

Construction Negative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-Centralisers Hole Pipe Component Type From To Outside Inside Interval Details (m) (m) Diameter Diameter (mm) (mm) 1 Hole Hole 0.00 4.00 0 Unknown 1 1 Casing P.V.C. 0.00 0.00 50

Water Bearing Zones From (m)

To (m)

Thickness WBZ Type (m)

S.W.L. (m)

D.D.L. (m)

Yield (L/s)

Hole Depth (m)

Duration Salinity (hr) (mg/L)

Geologists Log Drillers Log

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From To (m) (m)

Thickness Drillers Description (m)

Geological Material

Comments

Remarks 01/01/1996: Form A Remarks: DATA FROM AG APPLICATION ONLY

*** End of GW102553 *** Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be sought in interpreting and using this data.

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

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NSW Office of Water Work Summary GW102554 Licence: 10BL157703

Licence Status: ACTIVE Authorised Purpose MONITORING BORE (s): Intended Purpose(s): MONITORING BORE

Work Type: Bore Work Status: Construct.Method: Owner Type: Commenced Date: Completion Date: 01/01/1996

Final Depth: 4.00 m Drilled Depth:

Contractor Name: Macquarie Drilling Driller: Assistant Driller: Property: N/A GWMA: GW Zone: -

Standing Water Level: 1.830 Salinity: Yield:

Site Details Site Chosen By: County Form A: Licensed: CUMBERLAND Region: 10 - Sydney South Coast River Basin: - Unknown Area/District: Elevation: 0.00 m (A.H.D.) Elevation Unknown Source: GS Map: -

Parish .

CONCORD

Cadastre Whole Lot //

CMA Map: Grid Zone:

Scale:

Northing: 6253239.0 Easting: 322365.0

Latitude: 33°50'46.3"S Longitude: 151°04'48.2"E

MGA Zone: 0

Coordinate Unknown Source:

Construction Negative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-Centralisers Hole Pipe Component Type From To Outside Inside Interval Details (m) (m) Diameter Diameter (mm) (mm) 1 Hole Hole 0.00 4.00 0 Unknown 1 1 Casing P.V.C. 0.00 0.00 50

Water Bearing Zones From (m)

To (m)

Thickness WBZ Type (m)

S.W.L. (m)

D.D.L. (m)

Yield (L/s)

Hole Depth (m)

Duration Salinity (hr) (mg/L)

Geologists Log Drillers Log

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From To (m) (m)

Thickness Drillers Description (m)

Geological Material

Comments

Remarks 01/01/1996: Form A Remarks: DATA FROM AG APPLICATION ONLY

*** End of GW102554 *** Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be sought in interpreting and using this data.

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

4/09/2018

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NSW Office of Water Work Summary GW102555 Licence: 10BL157703

Licence Status: ACTIVE Authorised Purpose MONITORING BORE (s): Intended Purpose(s): MONITORING BORE

Work Type: Bore Work Status: Construct.Method: Owner Type: Commenced Date: Completion Date: 01/01/1996

Final Depth: 4.00 m Drilled Depth:

Contractor Name: Macquarie Drilling Driller: Assistant Driller: Property: N/A GWMA: GW Zone: -

Standing Water Level: 1.830 Salinity: Yield:

Site Details Site Chosen By: County Form A: Licensed: CUMBERLAND Region: 10 - Sydney South Coast River Basin: - Unknown Area/District: Elevation: 0.00 m (A.H.D.) Elevation Unknown Source: GS Map: -

Parish .

CONCORD

Cadastre Whole Lot //

CMA Map: Grid Zone:

Scale:

Northing: 6253143.0 Easting: 322187.0

Latitude: 33°50'49.3"S Longitude: 151°04'41.2"E

MGA Zone: 0

Coordinate Unknown Source:

Construction Negative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-Centralisers Hole Pipe Component Type From To Outside Inside Interval Details (m) (m) Diameter Diameter (mm) (mm) 1 Hole Hole 0.00 4.00 0 Unknown 1 1 Casing P.V.C. 0.00 0.00 50

Water Bearing Zones From (m)

To (m)

Thickness WBZ Type (m)

S.W.L. (m)

D.D.L. (m)

Yield (L/s)

Hole Depth (m)

Duration Salinity (hr) (mg/L)

Geologists Log Drillers Log

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From To (m) (m)

Thickness Drillers Description (m)

Geological Material

Comments

Remarks 01/01/1996: Form A Remarks: DATA FROM AG APPLICATION ONLY

*** End of GW102555 *** Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be sought in interpreting and using this data.

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

4/09/2018

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NSW Office of Water Work Summary GW102556 Licence: 10BL157703

Licence Status: ACTIVE Authorised Purpose MONITORING BORE (s): Intended Purpose(s): MONITORING BORE

Work Type: Bore Work Status: Construct.Method: Owner Type: Commenced Date: Completion Date: 01/01/1996

Final Depth: 4.00 m Drilled Depth:

Contractor Name: Macquarie Drilling Driller: Assistant Driller: Property: N/A GWMA: GW Zone: -

Standing Water Level: 1.830 Salinity: Yield:

Site Details Site Chosen By: County Form A: Licensed: CUMBERLAND Region: 10 - Sydney South Coast River Basin: - Unknown Area/District: Elevation: 0.00 m (A.H.D.) Elevation Unknown Source: GS Map: -

Parish .

CONCORD

Cadastre Whole Lot //

CMA Map: Grid Zone:

Scale:

Northing: 6252900.0 Easting: 322371.0

Latitude: 33°50'57.3"S Longitude: 151°04'48.2"E

MGA Zone: 0

Coordinate Unknown Source:

Construction Negative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-Centralisers Hole Pipe Component Type From To Outside Inside Interval Details (m) (m) Diameter Diameter (mm) (mm) 1 Hole Hole 0.00 4.00 0 Unknown 1 1 Casing P.V.C. 0.00 0.00 50

Water Bearing Zones From (m)

To (m)

Thickness WBZ Type (m)

S.W.L. (m)

D.D.L. (m)

Yield (L/s)

Hole Depth (m)

Duration Salinity (hr) (mg/L)

Geologists Log Drillers Log

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Page 2 of 2

From To (m) (m)

Thickness Drillers Description (m)

Geological Material

Comments

Remarks 01/01/1996: Form A Remarks: DATA FROM AG APPLICATION ONLY

*** End of GW102556 *** Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be sought in interpreting and using this data.

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

4/09/2018

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NSW Office of Water Work Summary GW112144 Licence: 10BL160939

Licence Status: ACTIVE Authorised Purpose MONITORING BORE (s): Intended Purpose(s): MONITORING BORE

Work Type: Bore Work Status: Equipped Construct.Method: Owner Type: Other Govt Commenced Date: Completion Date: 20/11/2002

Final Depth: Drilled Depth:

Contractor Name: Driller: Unkown Unknown Assistant Driller: Property: M4 MOTORWAY EAST OPTION Standing Water Level: VARIOUS PROPERTIES GWMA: Salinity: GW Zone: Yield:

Site Details Site Chosen By: County Form A: CUMBE Licensed: Region: 10 - Sydney South Coast River Basin: - Unknown Area/District: Elevation: 0.00 m (A.H.D.) Elevation Unknown Source: GS Map: -

Parish CUMBE.13

Cadastre 2//590209

CMA Map: Grid Zone:

Scale:

Northing: 6250218.0 Easting: 326839.0

Latitude: 33°52'27.0"S Longitude: 151°07'40.0"E

MGA Zone: 0

Coordinate Unknown Source:

Construction Negative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-Centralisers Hole Pipe Component Type From To Outside Inside Interval Details (m) (m) Diameter Diameter (mm) (mm)

Water Bearing Zones From (m)

To (m)

Thickness WBZ Type (m)

S.W.L. (m)

D.D.L. (m)

Yield (L/s)

Hole Depth (m)

Duration Salinity (hr) (mg/L)

Geologists Log Drillers Log Drillers Description

Geological Material

Comments

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From To (m) (m)

Thickness (m)

Remarks 17/07/2014: Nat Carling, 17-July-2014; Updated work name, status, drill method & drilled depth.

*** End of GW112144 *** Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be sought in interpreting and using this data.

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

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NSW Office of Water Work Summary GW102215 Licence: 10BL157754

Licence Status: CANCELLED Authorised Purpose DEWATERING (GROUNDWATER) (s): Intended Purpose(s): DEWATERING (GROUNDWATER)

Work Type: Bore Work Status: Construct.Method: Owner Type: Private Commenced Date: Completion Date: 12/05/1999

Final Depth: 15.00 m Drilled Depth: 15.00 m

Contractor Name: Driller: Assistant Driller: Property: N/A GWMA: GW Zone: -

Standing Water Level: Salinity: Yield:

Site Details Site Chosen By: County Form A: CUMBE Licensed: CUMBERLAND Region: 10 - Sydney South Coast River Basin: - Unknown Area/District: Elevation: 0.00 m (A.H.D.) Elevation Unknown Source: GS Map: -

Parish CUMBE.13 CONCORD

Cadastre 10//900454 Whole Lot //

CMA Map: Grid Zone:

Scale:

Northing: 6251338.0 Easting: 324765.0

Latitude: 33°51'49.5"S Longitude: 151°06'20.1"E

MGA Zone: 0

Coordinate Unknown Source:

Construction Negative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-Centralisers Hole Pipe Component Type From To Outside Inside Interval Details (m) (m) Diameter Diameter (mm) (mm) 1 Hole Hole 0.00 15.00 250 (Unknown) 1 Annulus (Unknown) 1.00 15.00 Graded 1 1 Casing Steel -0.50 14.50 125 5.50 14.50 125 1 Stainless Steel, , A: 1.00mm 1 1 Opening Screen - Wire Wound

Water Bearing Zones From (m)

To (m)

Thickness WBZ Type (m)

S.W.L. (m)

D.D.L. (m)

Yield (L/s)

Hole Depth (m)

Duration Salinity (hr) (mg/L)

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Geologists Log Drillers Log From To Thickness Drillers Description (m) (m) (m) 0.00 15.00 15.00 Fill

Geological Material

Comments

Fill

Remarks

*** End of GW102215 *** Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be sought in interpreting and using this data.

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

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NSW Office of Water Work Summary GW105171 Licence: 10BL161851

Licence Status: ACTIVE Authorised Purpose MONITORING BORE (s): Intended Purpose(s): MONITORING BORE

Work Type: Bore Work Status: Supply Obtained Construct.Method: Hand Auger Owner Type: Private Commenced Date: Completion Date: 20/11/2002

Final Depth: 8.20 m Drilled Depth: 8.20 m

Contractor Name: Macquarie Drilling Driller: Assistant Driller: Property: MOBIL OIL 460 PARRAMATTA RD BURWOOD 2134 GWMA: GW Zone: -

Standing Water Level: 1.541 Salinity: Yield:

Site Details Site Chosen By: County Form A: CUMBE Licensed: CUMBERLAND

Region: 10 - Sydney South Coast River Basin: 213 - SYDNEY COAST GEORGES RIVER Area/District: Elevation: 0.00 m (A.H.D.) Elevation (Unknown) Source: GS Map: -

Parish CUMBE.013 CONCORD

Cadastre LT 10 DP 718099 Whole Lot 10//718099

CMA Map: 9130-3N Grid Zone:

Scale:

Northing: 6250853.0 Easting: 324092.0

Latitude: 33°52'04.8"S Longitude: 151°05'53.6"E

MGA Zone: 0

Coordinate Unknown Source:

Construction Negative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-Centralisers Hole Pipe Component Type From To Outside Inside Interval Details (m) (m) Diameter Diameter (mm) (mm) 1 Hole Hole 0.00 8.20 0 Hand Auger 1 1 Casing P.V.C. 0.00 0.00 50

Water Bearing Zones From (m)

To (m)

Thickness WBZ Type (m)

S.W.L. (m)

D.D.L. (m)

Yield (L/s)

Hole Depth (m)

Duration Salinity (hr) (mg/L)

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Geologists Log Drillers Log From To Thickness Drillers Description (m) (m) (m) 0.00 1.70 1.70 CLAY, DARK BROWN,RED,MOIST 1.70 5.30 3.60 SHALE WEATHERED,GREY,DRY 5.30 8.20 2.90 SHALE WEATHERED,DARK GREY

Geological Material

Comments

Clay Shale Shale

Remarks

*** End of GW105171 *** Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be sought in interpreting and using this data.

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

4/09/2018

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NSW Office of Water Work Summary GW112139 Licence: 10BL160939

Licence Status: ACTIVE Authorised Purpose MONITORING BORE (s): Intended Purpose(s): MONITORING BORE

Work Type: Bore Work Status: Equipped Construct.Method: Owner Type: Other Govt Commenced Date: Completion Date: 12/12/2002

Final Depth: Drilled Depth:

Contractor Name: Driller: Unkown Unknown Assistant Driller: Property: M4 MOTORWAY EAST OPTION Standing Water Level: VARIOUS PROPERTIES GWMA: Salinity: GW Zone: Yield:

Site Details Site Chosen By: County Form A: CUMBE Licensed: Region: 10 - Sydney South Coast River Basin: - Unknown Area/District: Elevation: 0.00 m (A.H.D.) Elevation Unknown Source: GS Map: -

Parish CUMBE.13

Cadastre 8//170224

CMA Map: Grid Zone:

Scale:

Northing: 6250925.0 Easting: 324194.0

Latitude: 33°52'02.5"S Longitude: 151°05'57.7"E

MGA Zone: 0

Coordinate Unknown Source:

Construction Negative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-Centralisers Hole Pipe Component Type From To Outside Inside Interval Details (m) (m) Diameter Diameter (mm) (mm)

Water Bearing Zones From (m)

To (m)

Thickness WBZ Type (m)

S.W.L. (m)

D.D.L. (m)

Yield (L/s)

Hole Depth (m)

Duration Salinity (hr) (mg/L)

Geologists Log Drillers Log Drillers Description

Geological Material

Comments

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

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Page 2 of 2

From To (m) (m)

Thickness (m)

Remarks 17/07/2014: Nat Carling, 17-July-2014; Updated work name, status, drill method & drilled depth.

*** End of GW112139 *** Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be sought in interpreting and using this data.

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

4/09/2018

Page 1 of 2

NSW Office of Water Work Summary GW112140 Licence: 10BL160939

Licence Status: ACTIVE Authorised Purpose MONITORING BORE (s): Intended Purpose(s): MONITORING BORE

Work Type: Bore Work Status: Equipped Construct.Method: Owner Type: Other Govt Commenced Date: Completion Date: 21/01/2003

Final Depth: Drilled Depth:

Contractor Name: Driller: Unkown Unknown Assistant Driller: Property: M4 MOTORWAY EAST OPTION Standing Water Level: VARIOUS PROPERTIES GWMA: Salinity: GW Zone: Yield:

Site Details Site Chosen By: County Form A: CUMBE Licensed: Region: 10 - Sydney South Coast River Basin: - Unknown Area/District: Elevation: 0.00 m (A.H.D.) Elevation Unknown Source: GS Map: -

Parish CUMBE.13

Cadastre A//338430

CMA Map: Grid Zone:

Scale:

Northing: 6251116.0 Easting: 324820.0

Latitude: 33°51'56.7"S Longitude: 151°06'22.1"E

MGA Zone: 0

Coordinate Unknown Source:

Construction Negative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-Centralisers Hole Pipe Component Type From To Outside Inside Interval Details (m) (m) Diameter Diameter (mm) (mm)

Water Bearing Zones From (m)

To (m)

Thickness WBZ Type (m)

S.W.L. (m)

D.D.L. (m)

Yield (L/s)

Hole Depth (m)

Duration Salinity (hr) (mg/L)

Geologists Log Drillers Log Drillers Description

Geological Material

Comments

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

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Page 2 of 2

From To (m) (m)

Thickness (m)

Remarks 17/07/2014: Nat Carling, 17-July-2014; Updated work name, status, drill method & drilled depth.

*** End of GW112140 *** Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be sought in interpreting and using this data.

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

4/09/2018

Page 1 of 2

NSW Office of Water Work Summary GW112141 Licence: 10BL160939

Licence Status: ACTIVE Authorised Purpose MONITORING BORE (s): Intended Purpose(s): MONITORING BORE

Work Type: Bore Work Status: Equipped Construct.Method: Owner Type: Other Govt Commenced Date: Completion Date: 08/11/2002

Final Depth: Drilled Depth:

Contractor Name: Driller: Unkown Unknown Assistant Driller: Property: M4 MOTORWAY EAST OPTION Standing Water Level: VARIOUS PROPERTIES GWMA: Salinity: GW Zone: Yield:

Site Details Site Chosen By: County Form A: CUMBE Licensed: Region: 10 - Sydney South Coast River Basin: - Unknown Area/District: Elevation: 0.00 m (A.H.D.) Elevation Unknown Source: GS Map: -

Parish CUMBE.13

Cadastre 78//1003839

CMA Map: Grid Zone:

Scale:

Northing: 6250679.0 Easting: 325215.0

Latitude: 33°52'11.1"S Longitude: 151°06'37.2"E

MGA Zone: 0

Coordinate Unknown Source:

Construction Negative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-Centralisers Hole Pipe Component Type From To Outside Inside Interval Details (m) (m) Diameter Diameter (mm) (mm)

Water Bearing Zones From (m)

To (m)

Thickness WBZ Type (m)

S.W.L. (m)

D.D.L. (m)

Yield (L/s)

Hole Depth (m)

Duration Salinity (hr) (mg/L)

Geologists Log Drillers Log Drillers Description

Geological Material

Comments

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

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Page 2 of 2

From To (m) (m)

Thickness (m)

Remarks 17/07/2014: Nat Carling, 17-July-2014; Updated work name, status, drill method & drilled depth.

*** End of GW112141 *** Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be sought in interpreting and using this data.

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

4/09/2018

Page 1 of 2

NSW Office of Water Work Summary GW112142 Licence: 10BL160939

Licence Status: ACTIVE Authorised Purpose MONITORING BORE (s): Intended Purpose(s): MONITORING BORE

Work Type: Bore Work Status: Equipped Construct.Method: Owner Type: Other Govt Commenced Date: Completion Date: 28/11/2002

Final Depth: Drilled Depth:

Contractor Name: Driller: Unkown Unknown Assistant Driller: Property: M4 MOTORWAY EAST OPTION Standing Water Level: VARIOUS PROPERTIES GWMA: Salinity: GW Zone: Yield:

Site Details Site Chosen By: County Form A: CUMBE Licensed: Region: 10 - Sydney South Coast River Basin: - Unknown Area/District: Elevation: 0.00 m (A.H.D.) Elevation Unknown Source: GS Map: -

Parish CUMBE.13

Cadastre 7//2562

CMA Map: Grid Zone:

Scale:

Northing: 6250783.0 Easting: 325949.0

Latitude: 33°52'08.2"S Longitude: 151°07'05.8"E

MGA Zone: 0

Coordinate Unknown Source:

Construction Negative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-Centralisers Hole Pipe Component Type From To Outside Inside Interval Details (m) (m) Diameter Diameter (mm) (mm)

Water Bearing Zones From (m)

To (m)

Thickness WBZ Type (m)

S.W.L. (m)

D.D.L. (m)

Yield (L/s)

Hole Depth (m)

Duration Salinity (hr) (mg/L)

Geologists Log Drillers Log Drillers Description

Geological Material

Comments

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

4/09/2018

Page 2 of 2

From To (m) (m)

Thickness (m)

Remarks 17/07/2014: Nat Carling, 17-July-2014; Updated work name, status, drill method & drilled depth.

*** End of GW112142 *** Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be sought in interpreting and using this data.

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

4/09/2018

Page 1 of 2

NSW Office of Water Work Summary GW112143 Licence: 10BL160939

Licence Status: ACTIVE Authorised Purpose MONITORING BORE (s): Intended Purpose(s): MONITORING BORE

Work Type: Bore Work Status: Equipped Construct.Method: Owner Type: Other Govt Commenced Date: Completion Date: 03/02/2002

Final Depth: Drilled Depth:

Contractor Name: Driller: Unkown Unknown Assistant Driller: Property: M4 MOTORWAY EAST OPTION Standing Water Level: VARIOUS PROPERTIES GWMA: Salinity: GW Zone: Yield:

Site Details Site Chosen By: County Form A: CUMBE Licensed: Region: 10 - Sydney South Coast River Basin: - Unknown Area/District: Elevation: 0.00 m (A.H.D.) Elevation Unknown Source: GS Map: -

Parish CUMBE.13

Cadastre 1//668750

CMA Map: Grid Zone:

Scale:

Northing: 6250502.0 Easting: 326478.0

Latitude: 33°52'17.6"S Longitude: 151°07'26.2"E

MGA Zone: 0

Coordinate Unknown Source:

Construction Negative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-Centralisers Hole Pipe Component Type From To Outside Inside Interval Details (m) (m) Diameter Diameter (mm) (mm)

Water Bearing Zones From (m)

To (m)

Thickness WBZ Type (m)

S.W.L. (m)

D.D.L. (m)

Yield (L/s)

Hole Depth (m)

Duration Salinity (hr) (mg/L)

Geologists Log Drillers Log Drillers Description

Geological Material

Comments

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

4/09/2018

Page 2 of 2

From To (m) (m)

Thickness (m)

Remarks 17/07/2014: Nat Carling, 17-July-2014; Updated work name, status, drill method & drilled depth.

*** End of GW112143 *** Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be sought in interpreting and using this data.

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

4/09/2018

Page 1 of 2

NSW Office of Water Work Summary GW112634 Licence: 10BL603209

Licence Status: ACTIVE Authorised Purpose MONITORING BORE (s): Intended Purpose(s): MONITORING BORE

Work Type: Bore Work Status: Equipped Construct.Method: Auger - Solid Flight Owner Type: Private Commenced Date: Completion Date: 06/08/2009

Final Depth: 6.00 m Drilled Depth: 6.00 m

Contractor Name: Numac Drilling Services Driller: Christopher Mcmullen Assistant Driller: Property: WOOLWORTHS - PETROL Standing Water Level: DIVISION 4-6 GRANTHAM STREET BURWOOD 2134 NSW GWMA: Salinity: GW Zone: Yield:

Site Details Site Chosen By: County Form A: CUMBE Licensed: Region: 10 - Sydney South Coast River Basin: - Unknown Area/District:

GS Map: -

Cadastre 100//1116565

CMA Map: Grid Zone:

Elevation: 0.00 m (A.H.D.) Elevation Unknown Source:

Parish CUMBE.13

Northing: 6250769.0 Easting: 324436.0

MGA Zone: 0

Scale:

Latitude: 33°52'07.7"S Longitude: 151°06'06.9"E

Coordinate Unknown Source:

Construction Negative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-Centralisers Hole Pipe Component Type From To Outside Inside Interval Details (m) (m) Diameter Diameter (mm) (mm) 1 Hole Hole 0.00 6.00 150 Auger - Solid Flight 1 Annulus Waterworn/Rounded 2.50 6.00 Graded 1 1 Casing Pvc Class 18 0.00 3.00 60 50 Seated on Bottom, Other 1 1 Opening Slots - Horizontal 3.00 6.00 60 1 Casing - Machine Slotted, PVC Class 18, Other, SL: 40.0mm, A: 3.80mm

Water Bearing Zones WBZ Type

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Page 2 of 2

From (m)

To (m)

3.00

Thickness (m) 5.00

S.W.L. (m)

D.D.L. (m)

Yield (L/s)

Hole Depth (m)

Duration Salinity (hr) (mg/L)

2.00 Unknown

Geologists Log Drillers Log From To Thickness Drillers Description (m) (m) (m) 0.00 1.00 1.00 FILL 1.00 2.00 1.00 CLAY FIRM BROWN 2.00 3.00 1.00 ROCK WEATHERED/SILTSTONE 3.00 6.00 3.00 SHALE WEATHERED

Geological Material

Comments

Fill Clay Rock Shale

Remarks 22/07/2014: Nat Carling, 22-July-2014; Added status & work name, updated work type.

*** End of GW112634 *** Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be sought in interpreting and using this data.

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

4/09/2018

Page 1 of 2

NSW Office of Water Work Summary GW112635 Licence: 10BL603209

Licence Status: ACTIVE Authorised Purpose MONITORING BORE (s): Intended Purpose(s): MONITORING BORE

Work Type: Bore Work Status: Equipped Construct.Method: Auger - Solid Flight Owner Type: Private Commenced Date: Completion Date: 06/08/2009

Final Depth: 6.00 m Drilled Depth: 6.00 m

Contractor Name: Numac Drilling Services Driller: Christopher Mcmullen Assistant Driller: Property: WOOLWORTHS - PETROL Standing Water Level: DIVISION 4-6 GRANTHAM STREET BURWOOD 2134 NSW GWMA: Salinity: GW Zone: Yield:

Site Details Site Chosen By: County Form A: CUMBE Licensed: Region: 10 - Sydney South Coast River Basin: - Unknown Area/District:

GS Map: -

Cadastre 100//1116565

CMA Map: Grid Zone:

Elevation: 0.00 m (A.H.D.) Elevation Unknown Source:

Parish CUMBE.13

Northing: 6250763.0 Easting: 324408.0

MGA Zone: 0

Scale:

Latitude: 33°52'07.9"S Longitude: 151°06'05.9"E

Coordinate Unknown Source:

Construction Negative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-Centralisers Hole Pipe Component Type From To Outside Inside Interval Details (m) (m) Diameter Diameter (mm) (mm) 1 Hole Hole 0.00 6.00 150 Auger - Solid Flight 1 Annulus Waterworn/Rounded 2.50 6.00 Graded 1 1 Casing Pvc Class 18 0.00 3.00 60 50 Seated on Bottom, Other 1 1 Opening Slots - Horizontal 3.00 6.00 60 1 Casing - Machine Slotted, PVC Class 18, Other, SL: 40.0mm, A: 3.80mm

Water Bearing Zones WBZ Type

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

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Page 2 of 2

From (m)

To (m)

3.00

Thickness (m) 5.00

S.W.L. (m)

D.D.L. (m)

Yield (L/s)

Hole Depth (m)

Duration Salinity (hr) (mg/L)

2.00 Unknown

Geologists Log Drillers Log From To Thickness Drillers Description (m) (m) (m) 0.00 1.00 1.00 FILL 1.00 2.00 1.00 CLAY FIRM/ BROWN 2.00 3.00 1.00 ROCK WEATHERED,SILTSTONE 3.00 6.00 3.00 SHALE WEATHERED

Geological Material

Comments

Fill Clay Rock Shale

Remarks 22/07/2014: Nat Carling, 22-July-2014; Added status & work name, updated work type.

*** End of GW112635 *** Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be sought in interpreting and using this data.

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

4/09/2018

Page 1 of 2

NSW Office of Water Work Summary GW112636 Licence: 10BL603209

Licence Status: ACTIVE Authorised Purpose MONITORING BORE (s): Intended Purpose(s): MONITORING BORE

Work Type: Bore Work Status: Equipped Construct.Method: Auger - Solid Flight Owner Type: Private Commenced Date: Completion Date: 06/08/2009

Final Depth: 6.00 m Drilled Depth: 6.00 m

Contractor Name: Numac Drilling Services Driller: Christopher Mcmullen Assistant Driller: Property: WOOLWORTHS - PETROL Standing Water Level: DIVISION 4-6 GRANTHAM STREET BURWOOD 2134 NSW GWMA: Salinity: GW Zone: Yield:

Site Details Site Chosen By: County Form A: CUMBE Licensed: Region: 10 - Sydney South Coast River Basin: - Unknown Area/District:

GS Map: -

Cadastre 100//1116565

CMA Map: Grid Zone:

Elevation: 0.00 m (A.H.D.) Elevation Unknown Source:

Parish CUMBE.13

Northing: 6250783.0 Easting: 324405.0

MGA Zone: 0

Scale:

Latitude: 33°52'07.2"S Longitude: 151°06'05.7"E

Coordinate Unknown Source:

Construction Negative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-Centralisers Hole Pipe Component Type From To Outside Inside Interval Details (m) (m) Diameter Diameter (mm) (mm) 1 Hole Hole 0.00 6.00 150 Auger - Solid Flight 1 Annulus Waterworn/Rounded 2.50 6.00 Graded 1 1 Casing Pvc Class 18 0.00 3.00 60 50 Seated on Bottom, Other 1 1 Opening Slots - Horizontal 3.00 6.00 60 1 Casing - Machine Slotted, PVC Class 18, SL: 40.0mm, A: 3.80mm

Water Bearing Zones WBZ Type

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

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Page 2 of 2

From (m)

To (m)

3.00

Thickness (m) 5.00

S.W.L. (m)

D.D.L. (m)

Yield (L/s)

Hole Depth (m)

Duration Salinity (hr) (mg/L)

2.00 Unknown

Geologists Log Drillers Log From To Thickness Drillers Description (m) (m) (m) 0.00 1.00 1.00 FILL 1.00 2.00 1.00 CLAY FIRM BROWN 2.00 3.00 1.00 ROCK WEATHERED , SILTSTONE 3.00 6.00 3.00 SHALE WEATHERED

Geological Material

Comments

Fill Clay Rock Shale

Remarks 22/07/2014: Nat Carling, 22-July-2014; Added status & work name, updated work type.

*** End of GW112636 *** Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be sought in interpreting and using this data.

https://realtimedata.waternsw.com.au/wgen/users/341c01c7e3c2471889893313b0c958...

4/09/2018

Appendix F NSW EPA Search Results

©JBS&G Australia Pty Ltd | 55106_117353 (Rev 0)

Appendix G Historical Title Search Results

©JBS&G Australia Pty Ltd | 55106_117353 (Rev 0)

ABN: 36 092 724 251 Ph: 02 9099 7400

Level 14, 135 King Street, Sydney 2000 GPO Box 4103 Sydney NSW 2001 DX 967 Sydney Report

NSW LRS (Formerly LPI)

Sydney Address: 7 Spencer Street, Five Dock Description: - Lot 102 D.P. 839777

As regards the part tinted purple on the attached Cadastre Date of Acquisition and term held 10.05.1903 (1903 to 1926)

Registered Proprietor(s) & Occupations where available William Harper (Plumber)

21.04.1926 (1926 to 1932)

George Steen (Agent) Arthur Frederick Willam Gaulton (Accountant) (Application by Transmission not investigated)

27.04.1932 (1932 to 1940)

Geoffrey William Gaulton Harper (Draughtsman) Frederick Sidney Paskin Harper (Draughtsman) Dudley James Fletcher Harper (Engineer)

27.12.1940 (1940 to 1949)

Arthur Harold Johnson (Cable Joiner) Dorothy Johnson (Married Woman)

09.05.1949 (1949 to 1958) 10.09.1958 (1958 to 1959) 04.10.1959 (1959 to 1967) 15.05.1967 (1967 to 1993)

Reference to Title at Acquisition and sale Vol 786 Fol 104 & Vol 1313 Fol 105 Vol 786 Fol 104 & Vol 1313 Fol 105 Vol 786 Fol 104 & Vol 1313 Fol 105 Now Vol 4595 Fol’s 57 & 58 Vol 4595 Fol’s 57 & 58 Now Vol 5216 Fol 124

Dorothy Johnson (Widow)

Vol 5216 Fol 124

Jack Senior Boyd (Company Director)

Vol 5216 Fol 124

Manufacturers Mutual Insurance Custodian Trustee (Canberra) Limited Now Permanent Custodian Trustee (Canberra) Limited Board of Fire Commissioners of New South Wales Now The Minister Administering the Fire Brigades Act 1989

Vol 5216 Fol 124 Vol 5216 Fol 124 Now 1/772186

As regards the parts tinted green numbered (1) on the attached Cadastre Date of Acquisition and term held 16.12.1886 (1886 to 1932) 05.02.1932 (1932 to 1948) 01.06.1948 (1948 to 1948) 01.06.1948 (1948 to 1949) 03.05.1949 (1949 to 1956) 17.03.1956 (1956 to 1957) 10.12.1957 (1957 to 1993)

Registered Proprietor(s) & Occupations where available

Reference to Title at Acquisition and sale

Harry Sidney Savage (Tanner)

Vol 818 Fol 142

Annie Savage (Widow) Charles Ernest Allder (Labourer) (Application by Transmission not investigated)

Vol 818 Fol 142

Charles Ernest Allder (Labourer)

Vol 818 Fol 142

Harold Francis Savage (Aircraft Fitter)

Vol 818 Fol 142

Charles William McKew (Ironworker)

Vol 818 Fol 142

Frederick Bartholomew Wilkins (Manufacturer)

Vol 818 Fol 142

Board of Fire Commissioners of New South Wales Now The Minister Administering the Fire Brigades Act 1989

Vol 818 Fol 142 Now 1/772186

Email: james.mcdonnell@infotrack.com.au

1

ABN: 36 092 724 251 Ph: 02 9099 7400

Level 14, 135 King Street, Sydney 2000 GPO Box 4103 Sydney NSW 2001 DX 967 Sydney

As regards the part tinted green numbered (2) on the attached Cadastre Date of Acquisition and term held 04.06.1894 (1894 to 1932) 05.02.1932 (1932 to 1948) 01.06.1948 (1948 to 1948) 01.06.1948 (1948 to 1949) 03.05.1949 (1949 to 1956) 17.03.1956 (1956 to 1957) 10.12.1957 (1957 to 1993)

Registered Proprietor(s) & Occupations where available

Reference to Title at Acquisition and sale

Harry Sidney Savage (Tanner)

Vol 1130 Fol 15

Annie Savage (Widow) Charles Ernest Allder (Labourer) (Application by Transmission not investigated)

Vol 1130 Fol 15

Charles Ernest Allder (Labourer)

Vol 1130 Fol 15

Harold Francis Savage (Aircraft Fitter)

Vol 1130 Fol 15

Charles William McKew (Ironworker)

Vol 1130 Fol 15

Frederick Bartholomew Wilkins (Manufacturer)

Vol 1130 Fol 15

Board of Fire Commissioners of New South Wales Now The Minister Administering the Fire Brigades Act 1989

Vol 1130 Fol 15 Now 1/772186

As regards the part tinted orange numbered (1) on the attached Cadastre Date of Acquisition and term held 12.04.1912 (1912 to 1920) 20.07.1920 (1920 to 1946) 16.12.1946 (1946 to 1955) 23.12.1955 (1955 to 1956) 25.07.1956 (1956 to 1957) 20.11.1957 (1957 to 1993)

Registered Proprietor(s) & Occupations where available Alice Horsefield (Married Woman) John Charles Weller (Steel Pipe Bender) Lambert Henry Smith (Labourer) Eileen Smith (Married Woman) Jack Hopwood Mason Sutton (Motor Dealer) Doris Barbara Sutton (Married Woman) Westgate Timber and Mouldings Pty. Limited Board of Fire Commissioners of New South Wales Now The Minister Administering the Fire Brigades Act 1989

Reference to Title at Acquisition and sale Vol 1141 Fol 168 & Vol 986 Fol 155 Vol 1141 Fol 168 & Vol 986 Fol 155 Vol 1141 Fol 168 & Vol 986 Fol 155 Vol 1141 Fol 168 & Vol 986 Fol 155 Vol 1141 Fol 168 & Vol 986 Fol 155 Vol 1141 Fol 168 & Vol 986 Fol 155 Now 1/772186

As regards the part tinted pink on the attached Cadastre Date of Acquisition and term held 19.10.1911 (1911 to 1946) 31.05.1946 (1946 to 1966) 26.01.1966 (1966 to 1967) 20.12.1967 (1967 to 1973) 22.06.1973 (1973 to 1993)

Registered Proprietor(s) & Occupations where available

Reference to Title at Acquisition and sale

Daniel Cuthbert Peterson (Bookkeeper)

Vol 2206 Fol 199

Kate Peterson (Widow) (Application by Transmission not investigated) Barbara Jean Peterson (Single Woman) (Section 94 Application not investigated)

Vol 2206 Fol 199 Vol 2206 Fol 199

Joyce Betty Murphy (Married Woman)

Vol 2206 Fol 199

Board of Fire Commissioners of New South Wales Now The Minister Administering the Fire Brigades Act 1989

Vol 2206 Fol 199 Now 1/772186

Email: james.mcdonnell@infotrack.com.au

2

ABN: 36 092 724 251 Ph: 02 9099 7400

Level 14, 135 King Street, Sydney 2000 GPO Box 4103 Sydney NSW 2001 DX 967 Sydney

As regards the part tinted blue numbered (1) and the part tinted red on the attached Cadastre Date of Acquisition and term held

Registered Proprietor(s) & Occupations where available

07.08.1912 (1912 to 1922)

John George Scoular (Builder)

21.11.1922 (1922 to 1949)

Francis Arthur Tuck (Brigade Officer)

Vol 2949 Fol’s 57 & 58

29.06.1949 (1949 to 1958)

Francis Arthur Thomas Tuck (Motor Driver)

Vol 2949 Fol’s 57 & 58 Now Vol 6210 Fol 228

Frederick Bartholomew Wilkins (Manufacturer)

Vol 6210 Fol 228

24.04.1958 (1958 to 1961) 18.10.1961 (1961 to 1973) 22.06.1973 (1973 to 1993)

James Desmond Murphy (Company Director) Joyce Betty Murphy (Married Woman) Board of Fire Commissioners of New South Wales Now The Minister Administering the Fire Brigades Act 1989

Reference to Title at Acquisition and sale Vol 746 Fol 124 Now Vol 2949 Fol’s 57 & 58

Vol 6210 Fol 228 Vol 6210 Fol 228 Now 1/772186

As regards the parts tinted blue numbered (2) on the attached Cadastre Date of Acquisition and term held

Registered Proprietor(s) & Occupations where available

07.08.1912 (1912 to 1922)

John George Scoular (Builder)

21.11.1922 (1922 to 1955)

Francis Arthur Tuck (Brigade Officer Now Gentleman)

26.10.1955 (1955 to 1955) 26.10.1955 (1955 to 1957) 10.12.1957 (1957 to 1993)

Reference to Title at Acquisition and sale Vol 746 Fol 124 Now Vol 2949 Fol 57 Vol 2949 Fol 57 Now Vol 6289 Fol 44

Florence Frances Aube Johnson (Married Woman) (Section 94 Application not investigated)

Vol 6289 Fol 44

Frederick Bartholomew Wilkins (Brush Manufacturer)

Vol 6289 Fol 44

Board of Fire Commissioners of New South Wales Now The Minister Administering the Fire Brigades Act 1989

Vol 6289 Fol 44 Now 1/772186

Email: james.mcdonnell@infotrack.com.au

3

ABN: 36 092 724 251 Ph: 02 9099 7400

Level 14, 135 King Street, Sydney 2000 GPO Box 4103 Sydney NSW 2001 DX 967 Sydney

As regards the part tinted orange numbered (2) on the attached Cadastre Date of Acquisition and term held

Registered Proprietor(s) & Occupations where available

07.08.1912 (1912 to 1919)

John George Scoular (Builder)

20.06.1919 (1919 to 1932)

Elizabeth Scoular (Widow)

08.03.1932 (1932 to 1936) 19.08.1936 (1936 to 1937) 29.07.1937 (1937 to 1953) 18.11.1953 (1953 to 1955) 25.07.1956 (1956 to 1957) 20.11.1957 (1957 to 1993)

Reference to Title at Acquisition and sale Vol 746 Fol 124 Now Vol 2901 Fol 152 Vol 2901 Fol 152

David Scoular (School Teacher) John George Scoular (Builder) (Application by Transmission not investigated) John George Scoular (Builder) Janet Robertson Forde (Married Woman)

Vol 2901 Fol 152 Vol 2901 Fol 152

Elizabeth Howie Scoular (No Occupation Noted)

Vol 2901 Fol 152

Jack Hopwood Mason Sutton (Clerk) Doris Barbara Sutton (Married Woman)

Vol 2901 Fol 152

Westgate Timber and Mouldings Pty. Limited

Vol 2901 Fol 152

Board of Fire Commissioners of New South Wales Now The Minister Administering the Fire Brigades Act 1989

Vol 2901 Fol 152 Now 1/772186

As regards the part tinted turquoise on the attached Cadastre Registered Proprietor(s) & Occupations where available

Reference to Title at Acquisition and sale

Alice Horsefield (Married Woman)

Vol 1140 Fol 245

John Charles Weller (Steel Pipe Bender)

Vol 1140 Fol 245

August Teudt (Plumber)

Vol 1140 Fol 245

21.08.1950 (1950 to 1960)

Harold Lionel Storum (Bus Driver) Mavis Lillian Storum (Married Woman)

Vol 1140 Fol 245 Now Vol 8066 Fol 37

24.06.1960 (1960 to 1970)

Albert Leo Raymond Peters (Labourer)

Vol 8066 Fol 37

22.06.1970 (1970 to 1993)

Board of Fire Commissioners of New South Wales Now The Minister Administering the Fire Brigades Act 1989

Vol 8066 Fol 37 Now 1/772186

Date of Acquisition and term held 12.04.1912 (1912 to 1920) 20.07.1920 (1920 to 1926) 16.10.1926 (1926 to 1950)

Email: james.mcdonnell@infotrack.com.au

4

ABN: 36 092 724 251 Ph: 02 9099 7400

Level 14, 135 King Street, Sydney 2000 GPO Box 4103 Sydney NSW 2001 DX 967 Sydney

Continued as regards the whole of the subject land Date of Acquisition and term held

Registered Proprietor(s) & Occupations where available

10.03.1993 (1993 to 2002)

Ray Lintott Holdings Pty Limited

12.12.2002 (2002 to Date)

# Quay Group Pty Ltd

Reference to Title at Acquisition and sale 1/772186 Now 102/839777 102/839777

# Denotes Current Registered Proprietor Easements: - NIL Leases:  17.12.1958 (H324109) – Amalgamated Wireless (Australasia) Limited – expired due to effluxion of time 21.02.1962 (part tinted purple)  28.11.1961 (H981627) – Amalgamated Wireless (Australasia) Limited – expired due to effluxion of time 21.04.1965 (part tinted purple)  08.03.1965 (J951852) – Amalgamated Wireless (Australasia) Limited – expired due to effluxion of time 19.05.1967 (part tinted purple)  Numerious Leases were found from 21.06.1995 to 02.03.2010 – that have since expired due to effluxion of time, or have been surrendered – these have not been investigated  30.11.2016 (AK762451) – United Resource Management Pty Limited – expires 16.06.2018

Yours Sincerely James McDonnell 23 August 2018

Email: james.mcdonnell@infotrack.com.au

5

ABN: 36 092 724 251 Ph: 02 9099 7400

Level 14, 135 King Street, Sydney 2000 GPO Box 4103 Sydney NSW 2001 DX 967 Sydney Report

NSW LRS (Formerly LPI)

Sydney Address: 57 Queens Road, Five Dock Description: - Lot 1 D.P. 180829

Registered Proprietor(s) & Occupations where available

Reference to Title at Acquisition and sale

Richard Hughes Limited

Vol 4130 Fol 125

21.02.1974 (1974 to 2002)

J. Gadsden Proprietary Limited

Vol 4130 Fol 125 Now 1/180829

30.04.2002 (2002 to 2002)

Visy Packaging Properties Pty Limited

1/180829

13.08.2002 (2002 to 2002)

Dodaro Investments No. 1 Pty Limited Dodaro Investments No. 2 Pty Limited G & J Drivas Pty Limited

1/180829

03.09.2002 (2002 to Date)

# G & J Drivas Pty Limited

1/180829

Date of Acquisition and term held 12.04.1928 (1928 to 1974)

# Denotes Current Registered Proprietor Easements: - NIL Leases excluding building premises:  30.06.2004 (AA766759) – expired not investigated  29.06.2005 (AB587907) – expired not investigated

Yours Sincerely James McDonnell 14 August 2018

Email: james.mcdonnell@infotrack.com.au

1

ABN: 36 092 724 251 Ph: 02 9099 7400

Level 14, 135 King Street, Sydney 2000 GPO Box 4103 Sydney NSW 2001 DX 967 Sydney Report

NSW LRS (Formerly LPI)

Sydney Address: 95 Queens Road, Five Dock Description: - Lot 92 D.P. 1047100

As regards the part tinted green on the attached Cadastre Date of Acquisition and term held 10.08.1910 (1910 to 1922) 01.03.1922 (1922 to 1947) 27.08.1947 (1947 to 1951) 01.08.1951 (1951 to 1953) 02.11.1953 (1953 to 1956) 11.01.1956 (1956 to 1964) 14.09.1964 (1964 to 1964)

Registered Proprietor(s) & Occupations where available

Reference to Title at Acquisition and sale

Elizabeth Houssenloge (Married Woman)

Vol 2077 Fol 65

Clare Ivan Allum (Gentleman)

Vol 2077 Fol 65

Esme Florence Sherwood (Spinster) (Application by Transmission not investigated) Alice Helena Allum (Widow) (Application under Section 12 of the Trustee Act 1925 not investigated) Leslie David Dow (Omnibus Proprietor) Alice Beatrice Dow (Married Woman) Reginald James Simpson (Storeman) Edna May Simpson (Married Woman) Walter John Charles Forsyth (Solicitor)

29.09.1964 (1964 to 2002)

The Shell Company of Australia Limited

09.09.2002 (2002 to 2004)

Bertino Pty Limited

Vol 2077 Fol 65 Vol 2077 Fol 65 Vol 2077 Fol 65 Vol 2077 Fol 65 Vol 2077 Fol 65 Vol 2077 Fol 65 Now 29/3/1117 29/3/1117 Now 92/1047100

As regards the part tinted purple on the attached Cadastre Date of Acquisition and term held 20.09.1894 (1894 to 1950) 09.11.1950 (1950 to 1952) 31.01.1952 (1952 to 1952) 22.11.1952 (1952 to 1960) 24.06.1960 (1960 to 1964)

Registered Proprietor(s) & Occupations where available

Reference to Title at Acquisition and sale

Eliza Jackson (Married Woman)

Vol 1141 Fol 9

William Clarence Jackson (Milk Vendor) (Application by Transmission not investigated)

Vol 1141 Fol 9

Sydney Harold Jackson (Iron Moulder)

Vol 1141 Fol 9

Sydney Harold Jackson (Iron Moulder) Anne Grace Jackson (Married Woman)

Vol 1141 Fol 9

Dorothy Elizabeth Hope Coleman (Feme Sole)

Vol 1141 Fol 9

08.10.1964 (1964 to 1964)

Walter John Charles Forsyth (Solicitor)

12.10.1964 (1964 to 2002)

The Shell Company of Australia Limited

09.09.2002 (2002 to 2004)

Bertino Pty Limited

Email: james.mcdonnell@infotrack.com.au

1

Vol 1141 Fol 9 Now Vol 9857 Fol 29 Vol 9857 Fol 29 Now 28/3/1117 28/3/1117 Now 92/1047100

ABN: 36 092 724 251 Ph: 02 9099 7400

Level 14, 135 King Street, Sydney 2000 GPO Box 4103 Sydney NSW 2001 DX 967 Sydney

As regards the part tinted pink on the attached Cadastre Date of Acquisition and term held 23.09.1915 (1915 to 1919) 30.09.1919 (1919 to 1934) 27.06.1934 (1934 to 1955)

Thomas William Barnwell (Fitter) Ada Florence Barnwell (Married Woman) Alfred Clarence Everingham (Contractor) Ethel May Everingham (Married Woman) Annie Fowler (Married Woman)

Vol 2609 Fol 124

14.02.1955 (1955 to 1955)

Blanche Helen Duck (Married Woman) Olive Jessie Doig (Married Woman) (Application by Transmission not investigated)

Vol 2609 Fol 124

Ernest Albert Fowler (Labourer)

Vol 2609 Fol 124

Walter John Charles Forsyth (Solicitor)

Vol 2609 Fol 124

14.02.1955 (1955 to 1964) 16.11.1964 (1964 to 1964)

Registered Proprietor(s) & Occupations where available

17.11.1964 (1964 to 2002)

The Shell Company of Australia Limited

09.09.2002 (2002 to 2004)

Bertino Pty Limited

Reference to Title at Acquisition and sale Vol 2609 Fol 124 Vol 2609 Fol 124

Vol 2609 Fol 124 Now 27/3/1117 27/3/1117 Now 92/1047100

As regards the part tinted red on the attached Cadastre Registered Proprietor(s) & Occupations where available

Reference to Title at Acquisition and sale

Douglas Henry Barnwell (Cabinet Maker)

Vol 2556 Fol 206

William Sharratt (Plumber)

Vol 2556 Fol 206

Ethel Matilda Low (Married Woman)

Vol 2556 Fol 206

Alfred Clarence Everingham (Contractor) Ethel May Everingham (Married Woman)

Vol 2556 Fol 206

Marjorie Harwood Fulton Shineberg (Married Woman)

Vol 2556 Fol 206

Frank Albert Cole (Upholsterer) Dorothy Jean Cole (Married Woman)

Vol 2556 Fol 206

03.12.1951 (1951 to 1964)

Jan Telec (Fitter) Edward Telec (Fitter)

Vol 2556 Fol 206 Now Vol 6463 Fol’s 131 & 132

26.03.1964 (1964 to 1973) 07.12.1973 (1973 to 1979)

Dorothy Elizabeth Hope Coleman (Upholsterer) Jozek Skowronek (Upholsterer)

Vol 6463 Fol’s 131 & 132

Kalanga Pty. Limited

Vol 6463 Fol’s 131 & 132

Date of Acquisition and term held 25.02.1915 (1915 to 1915) 16.03.1915 (1915 to 1917) 17.03.1917 (1917 to 1924) 05.08.1924 (1924 to 1949) 07.03.1949 (1949 to 1950) 23.01.1950 (1950 to 1951)

08.08.1979 (1979 to 1983)

G. Stan Pty Limited

23.05.1983 (1983 to 2002)

Raluso Pty. Limited Now T. Stan Pty. Limited

21.11.2002 (2002 to 2004)

Bertino Pty Limited

Email: james.mcdonnell@infotrack.com.au

Vol 6463 Fol’s 131 & 132 Now Vol 13959 Fol 56 Vol 13959 Fol 56 Now 9/3/1117 9/3/1117 Now 92/1047100

2

ABN: 36 092 724 251 Ph: 02 9099 7400

Level 14, 135 King Street, Sydney 2000 GPO Box 4103 Sydney NSW 2001 DX 967 Sydney

As regards the part tinted blue on the attached Cadastre Date of Acquisition and term held 14.08.1915 (1915 to 1920)

Registered Proprietor(s) & Occupations where available

Reference to Title at Acquisition and sale

William Barnwell (Land Owner)

Vol 2597 Fol 174

13.09.1920 (1920 to 1920)

William Thomas Barnwell (Builder) Reginald Thornton (Solicitor) (Application by Transmission not investigated)

Vol 2597 Fol 174

13.09.1920 (1920 to 1964)

Thomas Wilson (Storeman)

Vol 2597 Fol 174 Now Vol 3144 Fol 115

28.04.1964 (1964 to 1964)

Edman Samuel Wilson (Company Director) (Section 94 Application not investigated)

Vol 3144 Fol 115

24.06.1964 (1964 to 1965)

Oswald Wallings Marr

Vol 3144 Fol 115 Now Vol 9907 Fol 191

Dorothy Elizabeth Hope Coleman (Upholsterer) Jozek Skowronek (Upholsterer)

Vol 9907 Fol 191

Kalanga Pty. Limited

Vol 9907 Fol 191

G. Stan Pty Limited

Vol 9907 Fol 191

23.05.1983 (1983 to 2002

Raluso Pty. Limited Now T. Stan Pty. Limited

21.11.2002 (2002 to 2004)

Bertino Pty Limited

Vol 9907 Fol 191 Now 1/224234 1/224234 Now 92/1047100

10.02.1965 (1965 to 1973) 07.12.1973 (1973 to 1979) 08.08.1979 (1979 to 1983)

Continued as regards the whole of Lot 92 D.P. 1047100 Date of Acquisition and term held 05.08.2004 (2004 to 2007) 21.11.2007 (2007 to Date)

Registered Proprietor(s) & Occupations where available

Reference to Title at Acquisition and sale

McMillan Property Holdings Pty Limited

92/1047100

# Salvatore Papa # Giuseppina Daniella Papa

92/1047100

# Denotes Current Registered Proprietors Easements:  23.01.2003 (D.P. 1047100) – Easement for Overhang variable width  15.11.2011 (D.P. 1170663) – Easement for Electricity and Other Purposes 3.74 metre(s) wide and variable width  15.11.2011 (D.P. 1170663) – Right of Carriageway 4 metre(s) wide and variable width Leases excluding building premises:  Numerious Leases were found from 17.07.1990 to 30.08.2002 – that have since expired due to effluxion of time, or have been surrendered – these have not been investigated (parts tinted red and blue on the attached Cadastre)

Yours Sincerely James McDonnell 14 August 2018

Email: james.mcdonnell@infotrack.com.au

3

ABN: 36 092 724 251 Ph: 02 9099 7400

Level 14, 135 King Street, Sydney 2000 GPO Box 4103 Sydney NSW 2001 DX 967 Sydney Report

NSW LRS (Formerly LPI)

Sydney Address: 15-17 Regatta Road, Five Dock Description: - Lot 13 D.P. 826063

As regards the parts tinted green on the attached Cadastre Date of Acquisition and term held

Registered Proprietor(s) & Occupations where available

Reference to Title at Acquisition and sale

10.08.1918 (1918 to 1930)

James Hill (Railway Servant) Alfred Hill (Fireman) Charles James Hill (Railway Employee) Sydney Hill (Railway Employee)

Vol 852 Fol 176 Now Vol 2910 Fol’s 94 to 97

Council Public Road upon approval of D.P. 17028 at NSW L.RS.

Vol 2910 Fol’s 94 to 97

Circa 1930 (1930 to 1950) 01.09.1950 01.09.1950 (1950 to 1980)

Road closed by Government Gazette 01.09.1950 Vol 6251 Fol 234 Now Vol 14037 Fol 167

Dri-Glo Towels Pty. Limited

As regards the part tinted purple on the attached Cadastre Date of Acquisition and term held 10.08.1918 (1918 to 1931) 28.09.1931 (1931 to 1946) 25.05.1946 (1946 to 1980)

Registered Proprietor(s) & Occupations where available James Hill (Railway Servant) Alfred Hill (Fireman) Charles James Hill (Railway Employee) Sydney Hill (Railway Employee) James Hill (Railway Servant) Alfred Hill (Fireman) Mary Matilda Hill (Widow) (Application by Transmission not investigated) Commonwealth Weaving Mills Proprietary Limited Now Dri-Glo Towels Pty. Limited

Reference to Title at Acquisition and sale Vol 852 Fol 176 Now Vol 2910 Fol’s 94 to 97 Vol 2910 Fol’s 94 to 97 Vol 2910 Fol’s 94 to 97 Now Vol 14037 Fol 167

As regards the part tinted pink on the attached Cadastre Date of Acquisition and term held 27.02.1888 (1888 to 1948) 09.06.1948 (1948 to 1948) 09.06.1948 (1948 to 1953) 09.09.1953 (1953 to 1955) 21.07.1955 (1955 to 1980)

Registered Proprietor(s) & Occupations where available

Reference to Title at Acquisition and sale

James Newson (Builder)

Vol 872 Fol l79

William Houison Deane (Biologist)

Vol 872 Fol l79

Cecil Arthur Houison (Charted Accountant)

Vol 872 Fol l79

James Herbert Houison (Clerk) Cecil Arthur Houison (Charted Accountant)

Vol 872 Fol l79

Dri-Glo Towels Pty. Limited

Vol 872 Fol l79 Now Vol 14037 Fol 167

Email: james.mcdonnell@infotrack.com.au

1

ABN: 36 092 724 251 Ph: 02 9099 7400

Level 14, 135 King Street, Sydney 2000 GPO Box 4103 Sydney NSW 2001 DX 967 Sydney

As regards the part tinted blue on the attached Cadastre Date of Acquisition and term held 12.06.1884 (1884 to 1948) 09.06.1948 (1948 to 1948) 09.06.1948 (1948 to 1953) 09.09.1953 (1953 to 1955) 21.07.1955 (1955 to 1980)

Registered Proprietor(s) & Occupations where available

Reference to Title at Acquisition and sale

James Newson (Builder)

Vol 698 Fol 240

William Houison Deane (Biologist)

Vol 698 Fol 240

Cecil Arthur Houison (Charted Accountant)

Vol 698 Fol 240

James Herbert Houison (Clerk) Cecil Arthur Houison (Charted Accountant)

Vol 698 Fol 240

Dri-Glo Towels Pty. Limited

Vol 698 Fol 240 Now Vol 14037 Fol 167

Continued as regards the whole of Lot 13 D.P. 826063 Date of Acquisition and term held

Registered Proprietor(s) & Occupations where available

24.03.1980 (1980 to 1996)

The Commissioner for Main Roads Intervening Name Changes, Now Roads and Traffic Authority of New South Wales

Reference to Title at Acquisition and sale Vol 14037 Fol 167 Now 13/826063

Drummoyne Council

13/826063

# Drummoyne Council # Concord Council

13/826063

02.02.1996 (1996 to 1997) 09.07.1997 (1997 To Date)

# Denotes Current Registered Proprietors Easements:  22.11.1979 (D.P.605020) – Right of Carriageway Leases: - NIL

Yours Sincerely James McDonnell 22 August 2018

Email: james.mcdonnell@infotrack.com.au

2

ABN: 36 092 724 251 Ph: 02 9099 7400

Level 14, 135 King Street, Sydney 2000 GPO Box 4103 Sydney NSW 2001 DX 967 Sydney Report

NSW LRS (Formerly LPI)

Sydney Address: 51 – 55 Parramatta Road, Five Dock Description: - Lot 17 D.P. 718237

Date of Acquisition and term held 07.07.1908 (1908 to 1926) 17.02.1926 (1926 to 1926) 18.03.1926 (1926 to 1952)

Registered Proprietor(s) & Occupations where available

Reference to Title at Acquisition and sale

Frederick George Hales (Bag Merchant)

Vol 1893 Fol 243

Edward George Maddocks Cohen (Solicitor) John James (Painter) (Application by Transmission not investigated) Hawkins & Abberton Limited Now Hawkins & Abberton Pty. Limited

Vol 1893 Fol 243 Vol 1893 Fol 243 Now Vol 4456 Fol 60 Vol 4456 Fol 60 Now Vol 6620 Fol 98

04.03.1952 (1952 to 1953)

John Curtis (Tyre Retreader)

07.10.1953 (1953 to 1998)

John Curtis (Tyre Retreader now Company Director) Now John David Curtis Ronald George Curtis (Tyre Retreader now Company Director)

Vol 6620 Fol 98 Now 17/718237

Joansons Management Pty. Ltd.

17/718237

# Majors Bay Holdings Pty Limited

17/718237

25.03.1998 (1998 to 2016) 17.06.2016 (2016 to Date)

# Denotes Current Registered Proprietor Easements:  04.03.1952 (F741208) – Easement affecting the part of the land within described shown so burdened in the title diagram Leases:  Numerious Leases were found from 24.03.1999 to 01.02.2005 – that have since expired due to effluxion of time, or have been surrendered – these have not been investigated

Yours Sincerely James McDonnell 14 August 2018

Email: james.mcdonnell@infotrack.com.au

1

ABN: 36 092 724 251 Ph: 02 9099 7400

Level 14, 135 King Street, Sydney 2000 GPO Box 4103 Sydney NSW 2001 DX 967 Sydney Report

NSW LRS (Formerly LPI)

Sydney Address: 6 Burwood Road, Concord Description: - Lot B D.P. 376150

Date of Acquisition and term held 14.08.1922 (1922 to 1943) 09.07.1943 (1943 to 1943)

Registered Proprietor(s) & Occupations where available

Reference to Title at Acquisition and sale

Frederick George Nicholls (Importer)

Vol 3372 Fol 22

Frederick Tildesley Nicholls (No Occupation Noted (Application by Transmission not investigated)

Vol 3372 Fol 22

28.07.1943 (1943 to 1949)

Joyce Moss (Married Woman) Fanny Lash (Married Woman)

Vol 3372 Fol 22 Now Vol 5399 Fol’s 146 & 147

07.10.1949 (1949 to 1952)

Gerard Joseph McGovern (Taxi Driver) Dulcie Margaret McGovern (Married Woman)

Vol 5399 Fol’s 146 & 147

16.01.1952 (1952 to 1960)

Ernest Roy Maynard (Chemist) Dorothy Hathaway Maynard (Married Woman)

31.03.1960 (1960 to 1973)

Neville Roy Staines (Storekeeper)

29.06.1973 (1973 to 1976) 26.10.1976 (1976 to 1981) 09.06.1981 (1981 to 1983) 26.09.1983 (1983 to 1985)

Vol 5399 Fol’s 146 & 147 Now Vol 6496 Fol’s 196 & 197 Vol 6496 Fol’s 196 & 197 Now Vol 7979 Fol 190

Stephen Ghitgas (Business Proprietor) Helen Ghitgas (Married Woman) Se Ying Soo (Restaurant Proprietor) San Hoo Soo (Married Woman) Kwong Kei Liu Wai Han Liu

Vol 7979 Fol 190

Wai Han Liu

Vol 7979 Fol 190

24.06.1985 (1985 to 1998)

John Mah

Vol 7979 Fol 190 Now B/376150

19.08.1998 (1998 to Date)

# Tony Lai # Karmen Lai

B/376150

Vol 7979 Fol 190

Vol 7979 Fol 190

# Denotes Current Registered Proprietors Easements:  19.11.1951 (F578284) – Cross Easements for Party Walls Leases excluding building premises:  12.04.1922 (A816751) – Sarah Norman (Married Woman) – surrendered 29.01.1923  17.01.1923 (A906359) – Clara Jane Crank (Married Woman) – expired due to effluxion of time  30.08.1961 (J87343) – Baden Graham (Store Keeper) & Margarite Joy Graham (Store Keeper) – expired due to effluxion of time  16.09.1968 (L272016) – Wallace Henderson Innes (Storekeeper) & Ethel Joyce Innes (Storekeeper) – expired due to effluxion of time

Yours Sincerely James McDonnell 27 August 2018

Email: james.mcdonnell@infotrack.com.au

1

ABN: 36 092 724 251 Ph: 02 9099 7400

Level 14, 135 King Street, Sydney 2000 GPO Box 4103 Sydney NSW 2001 DX 967 Sydney Report

NSW LRS (Formerly LPI)

Sydney Address: 13 Parramatta Road, Concord Description: - Lot 1 D.P. 839095

As regards the part tinted green on the attached cadastre Date of Acquisition and term held

Registered Proprietor(s) & Occupations where available

20.01.1921 (1921 to 1923)

William Booth (Company Director)

28.12.1923 (1923 to 1937) 14.01.1937 (1937 to 1981)

Reference to Title at Acquisition and sale Vol 3150 Fol 169 Now Vol 3262 Fol 4

Ernest Percy Askew (Motor Engineer) John Arnold (Motor Engineer)

Vol 3262 Fol 4

Askew & Arnold Pty. Limited

Vol 3262 Fol 4

As regards the part tinted pink on the attached cadastre Date of Acquisition and term held

Registered Proprietor(s) & Occupations where available

20.01.1921 (1921 to 1924)

William Booth (Company Director)

28.03.1924 (1924 to 1925) 30.07.1925 (1925 to 1928) 17.10.1928 (1928 to 1930)

Reference to Title at Acquisition and sale Vol 3150 Fol 169 Now Vol 3329 Fol 136

Charles Baron Cordukes (General Merchant)

Vol 3329 Fol 136

Wilfred Crane Cooper (Builder)

Vol 3329 Fol 136

Frederick Charles McMartin (Jam Manufacturer) Manuel Alexander Mills (Jam Manufacturer)

Vol 3329 Fol 136

07.05.1930 (1930 to 1937)

Ernest Percy Askew (Ernest Percy Askew) John Arnold (Motor Trader)

14.01.1937 (1937 to 1981)

Askew & Arnold Pty. Limited

Email: james.mcdonnell@infotrack.com.au

1

Vol 3329 Fol 136 Now Vol 4434 Fol’s 229 & 230 Vol 4434 Fol’s 229 & 230 Now Vol 4834 Fol 48

ABN: 36 092 724 251 Ph: 02 9099 7400

Level 14, 135 King Street, Sydney 2000 GPO Box 4103 Sydney NSW 2001 DX 967 Sydney

Continued as regards the whole of the subject land Date of Acquisition and term held

Registered Proprietor(s) & Occupations where available

09.02.1981 (1981 to 1982)

Repco Limited

22.02.1982 (1982 to 1989)

Master Panel Beaters Pty. Ltd

21.07.1989 (1989 to 1999)

J. P. Cordukes (Holdings) Pty Limited

07.12.1999 (1999 to Date)

# Gabriella Bakas # Annette Petalotis

Reference to Title at Acquisition and sale Vol 3262 Fol 4 & Vol 4834 Fol 48 Now Vol 14346 Fol 188 & Vol 4834 Fol 48 Vol 14346 Fol 188 & Vol 4834 Fol 48 Vol 14346 Fol 188 & Vol 4834 Fol 48 Now 1/839095 1/839095

# Denotes Current Registered Proprietors Easements: - NIL Leases:  12.12.1921 (A771658) – Ernest Percy Askew (Motor Mechanic) & John Arnold (Motor Mechanic) of a Right of Way over part of the land – expired due to effluxion of time  24.05.1999 (5846390) – expired due to effluxion of time, or has been surrendered – not investigated  19.06.2003 (9709150) – expired due to effluxion of time, or has been surrendered – not investigated  04.12.2008 (AE368098) – expired due to effluxion of time, or has been surrendered – not investigated  07.11.2013 (AI141330) – Crown Car Wash Pty Limited of 11-13 Parramatta Road, Concord – expires 14.07.2023 – option of renewal 5 years o 11.01.2014 (AI176306) – Sub-Lease to Gabriella Bakas & Annette Petalotis of part – expires 14.07.2018

Yours Sincerely James McDonnell 27 August 2018

Email: james.mcdonnell@infotrack.com.au

2

ABN: 36 092 724 251 Ph: 02 9099 7400

Level 14, 135 King Street, Sydney 2000 GPO Box 4103 Sydney NSW 2001 DX 967 Sydney Report

NSW LRS (Formerly LPI)

Sydney Address: 57 – 59 Parramatta Road, Concord Description: - Lots 12, 13 & 14 D.P. 1221579 (Limited in Stratum)

Date of Acquisition and term held

Registered Proprietor(s) & Occupations where available

07.12.1927 (1927 to 1938)

Richard James Scott Alanson (Furrier)

23.08.1938 (1938 to 1943) 30.04.1943 (1943 to 1943) 20.05.1943 (1943 to 1953) 07.08.1953 (1953 to 1965) 03.02.1965 (1965 to 1975)

Reference to Title at Acquisition and sale Vol 4087 Fol 118 Now Vol 4907 Fol 92

George Thomas Cainan (Timber Merchant) Sabrina Cainan (Married Woman)

Vol 4907 Fol 92

Sabrina Cainan (Widow)

Vol 4907 Fol 92

Malcolm Leon Hopkins (Engineer) Keith Douglas Hopkins (Engineer)

Vol 4907 Fol 92

Hopkins Bros Pty Limited

Vol 4907 Fol 92

Malcolm Leon Hopkins (Company Director)

Vol 4907 Fol 92

08.07.1975 (1975 to 1980)

Paulsa Pty. Limited

Vol 4907 Fol 92 Now Vol 12874 Fol 14

23.04.1980 (1980 to 1987)

Barry George Crosland (Car Dealer) Jessie Ellen Crosland (Married Woman)

Vol 12874 Fol 14

10.04.1987 (1987 to 1994)

Rington Pty Limited

Vol 12874 Fol 14 Now Auto Consol 12874-14

Vodafones Direct Pty Limited

Auto Consol 12874-14

Sam Savvas Sotiris Con Sotiris

Auto Consol 12874-14

Krypton Investments Pty. Limited

Auto Consol 12874-14

Luvamo Pty Limited

Auto Consol 12874-14

Andrew Joseph Agliozzo Caterina Jennifer Agliozzo

Auto Consol 12874-14

Natchris Pty Ltd

Auto Consol 12874-14

26.07.1994 (1994 to 1995) 31.08.1995 (1995 to 1996) 24.07.1996 (1996 to 2002) 16.04.2002 (2002 to 2007) 05.09.2007 (2007 to 2017) 03.07.2017 (2017 to Date)

# Denotes Current Registered Proprietor Easements: - NIL Leases:  30.03.1959 (H321211) – M. D. Whymark Pty. Limited – expired due to effluxion of time 05.11.1964  24.08.1964 (J809402) – Malibu Motors Pty. Limited – expired due to effluxion of time 26.05.1971  27.05.1970 (M277144) – Bilcam Investments Pty. Limited – expired due to effluxion of time 08.07.1975  17.09.1987 (X78628) – Zigg Pty Limited – expires 29.05.1990 – option of renewal 3 years – expired due to effluxion of time – not investigated  Numerious Leases were found from 10.05.1994 to 24.03.2011– that have since expired due to effluxion of time, or have been surrendered – these have not been investigated Yours Sincerely James McDonnell 23 August 2018

Email: james.mcdonnell@infotrack.com.au

1

ABN: 36 092 724 251 Ph: 02 9099 7400

Level 14, 135 King Street, Sydney 2000 GPO Box 4103 Sydney NSW 2001 DX 967 Sydney

Report NSW LRS (Formerly LPI)

Sydney Address: 1 King Street, Concord West Description: - Lot 101 D.P. 791908

As regards the part tinted purple on the zoom in of CMA U0052-94 Date of Acquisition and term held 02.11.1928 (1928 to 1936)

Registered Proprietor(s) & Occupations where available

Reference to Title at Acquisition and sale

Robert James Conway (Speculator)

Vol 4212 Fol 92

18.11.1936 (1936 to 1972)

H. V. McKay Massey Harris Proprietary Limited

30.05.1972 (1972 to 1985)

The Commonwealth of Australia

Vol 4212 Fol 92 Now Vol 4809 Fol 50 Vol 4809 Fol 50 Now Vol 12065 Fol 101

As regards the part tinted green on the zoom in of CMA U0052-94 Date of Acquisition and term held 19.06.1926 (1926 to 1928) 17.09.1928 (1928 to 1936)

Registered Proprietor(s) & Occupations where available

Reference to Title at Acquisition and sale

Edith Campbell Walker (Spinster)

Vol 3877 Fol 229

Robert James Conway (Speculator)

Vol 3877 Fol 229

18.11.1936 (1936 to 1972)

H. V. McKay Massey Harris Proprietary Limited

30.05.1972 (1972 to 1985)

The Commonwealth of Australia

Vol 3877 Fol 229 Now Vol 4809 Fol 50 Vol 4809 Fol 50 Now Vol 12065 Fol 101

As regards the part tinted pink on the zoom in of CMA U0052-94 Date of Acquisition and term held

Registered Proprietor(s) & Occupations where available

30.03.1915 (1915 to 1935)

Massey-Harris Company Limited

25.03.1935 (1935 to 1936) 04.09.1936 (1936 to 1952) 30.05.1972 (1972 to 1985)

The Egg Marketing Board for the Counties of Cumberland and Northumberland and the Shires of Nattai and Wollondilly New South Wales H. V. McKay Massey Harris Proprietary Limited Now Massey-Ferguson (Australia) Limited The Commonwealth of Australia

Email: james.mcdonnell@infotrack.com.au

1

Reference to Title at Acquisition and sale Vol 2563 Fol 171 Now Vol 4390 Fol 128 Vol 4390 Fol 128 Vol 4390 Fol 128 Now Vol 6671 Fol 100 Vol 6671 Fol 100 Now Vol 12065 Fol 101

ABN: 36 092 724 251 Ph: 02 9099 7400

Level 14, 135 King Street, Sydney 2000 GPO Box 4103 Sydney NSW 2001 DX 967 Sydney

Continued as regards the whole of the subject land Date of Acquisition and term held

Registered Proprietor(s) & Occupations where available

29.11.1985 (1985 to 1997)

Australian Telecommunications Commission Intervening Name Changes, Now Telstra Corporation Limited

Reference to Title at Acquisition and sale Vol 12065 Fol 101 Now 101/791908

Cranbrook School

101/791908

The Public Trustee of Queensland

101/791908

APGF Management Limited

101/791908

# Parangool (Concord West) Pty Limited

101/791908

17.04.1997 (1997 to 2007) 10.10.2007 (2007 to 2009) 25.02.2009 (2009 to 2012) 06.06.2012 (2012 to Date)

# Denotes Current Registered Proprietor Easements:  12.11.1962 (J288097) – Easement for Underground Cables 10 feet wide (3.05 meter(s) wide) Leases:  14.08.1979 (R320985) – The Sydney County Council of Substation No. 4342, together with a Right of Way and Easement for Electricity Purposes – expires 06.01.2027 – surrendered 18.11.1999  17.04.1997 (2985227) – expired due to effluxion of time, or has been surrendered – not investigated  18.11.1999 (6250223) – expired due to effluxion of time, or has been surrendered – not investigated  18.09.2007 (AD374179) – Westpac Banking Corporation – commences 02.10.2007 – expires 30.09.2012 – option of renewal 4 years and 8 months with 3 further periods of 5 years o 27.05.2008 (AD978914) – expiry date now 01.10.2012 o 08.12.2008 (AE284095) – Lease of Lease to EnergyAustralia of Substation Premises No. 3011 & 3023, together with a Right of Way and Easement for Electricity Purposes – expires 06.01.2027 option of renewal 5 years with a further period of 5 years  24.10.2007 (AD302058) – expired due to effluxion of time, or has been surrendered – not investigated  07.03.2012 (AG856964) – Westpac Banking Corporation – commences 02.10.0212 – expires 01.10.2022 – option of renewal 5 years with a further period of 5 years

Yours Sincerely James McDonnell 31 August 2018

Email: james.mcdonnell@infotrack.com.au

2

ABN: 36 092 724 251 Ph: 02 9099 7400

Level 14, 135 King Street, Sydney 2000 GPO Box 4103 Sydney NSW 2001 DX 967 Sydney

Report NSW LRS (Formerly LPI)

Sydney Address: 202 George Street, Concord West Description: - Lots 147 to 151 D.P. 979563

Registered Proprietor(s) & Occupations where available

Reference to Title at Acquisition and sale

Lucy Maria Burns (Widow)

Vol 1603 Fol 175

25.09.1925 (1925 to 1933)

Quintin Sloss (Civil Servant) Hazel Lowrey (Hospital Matron) Now Hazel Violet Mathews

Vol 1603 Fol 175

28.03.1933 (1933 to 1949)

Quintin Sloss (Civil Servant)

Vol 1603 Fol 175 Now Vol 4930 Fol 77

Audrey Constance Sloss (Widow) (Application by Transmission not investigated)

Vol 4930 Fol 77

Butler & Norman Pty. Limited

Vol 4930 Fol 77

Abel Lemon & Co. Pty Limited

Vol 4930 Fol 77

The Adelaide Steamship Company Limited

Vol 4930 Fol 77

Chippendale Printing Company Pty. Limited

Vol 4930 Fol 77 Now Auto Consol 4930-77

Fred Hosking Pty Limited

Auto Consol 4930-77

# Bucaneve Pty Ltd

Auto Consol 4930-77

Date of Acquisition and term held 09.10.1912 (1912 to 1925)

04.10.1949 (1949 to 1958) 25.09.1958 (1958 to 1963) 17.07.1963 (1963 to 1984) 20.06.1984 (1984 to 1987) 09.11.1987 (1987 to 2000) 08.12.2000 (2000 to 2009) 11.08.2009 (2009 to Date)

# Denotes Current Registered Proprietor Easements: - NIL Leases:  15.11.1949 (F147818) – Neville Charles McDonald (Council Employee) – surrendered 12.12.1952  29.10.2015 (AJ940278) – Civardi Furniture Pty Limited – expires 16.07.2019 – option of renewal 10 years

Yours Sincerely James McDonnell 31 August 2018

Email: james.mcdonnell@infotrack.com.au

1

Appendix H Historical Aerial Photographs

©JBS&G Australia Pty Ltd | 55106_117353 (Rev 0)

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

Z

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Parramatta Road UTP Assessment City of Canada Bay LGA HISTORICAL AERIAL PHOTOGRAPH1930 KINGS BAY

FIGURE: 1 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

Z

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Parramatta Road UTP Assessment City of Canada Bay LGA HISTORICAL AERIAL PHOTOGRAPH1930 BURWOOD

FIGURE: 2 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

Z

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Parramatta Road UTP Assessment City of Canada Bay LGA

HISTORICAL AERIAL PHOTOGRAPH1930 HOMEBUSH/CONCORD WEST

FIGURE: 3 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

Z

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Parramatta Road UTP Assessment City of Canada Bay LGA HISTORICAL AERIAL PHOTOGRAPH1943 KINGS BAY

FIGURE: 4 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

Z

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Parramatta Road UTP Assessment City of Canada Bay LGA HISTORICAL AERIAL PHOTOGRAPH1943 BURWOOD

FIGURE: 5 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

Z

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Parramatta Road UTP Assessment City of Canada Bay LGA

HISTORICAL AERIAL PHOTOGRAPH1943 HOMEBUSH/CONCORD WEST

FIGURE: 6 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

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Parramatta Road UTP Assessment City of Canada Bay LGA HISTORICAL AERIAL PHOTOGRAPH1951 KINGS BAY

FIGURE: 7 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

Z

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Parramatta Road UTP Assessment City of Canada Bay LGA HISTORICAL AERIAL PHOTOGRAPH1951 BURWOOD

FIGURE: 8 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

Z

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Parramatta Road UTP Assessment City of Canada Bay LGA

HISTORICAL AERIAL PHOTOGRAPH1951 HOMEBUSH/CONCORD WEST

FIGURE: 9 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

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Parramatta Road UTP Assessment City of Canada Bay LGA HISTORICAL AERIAL PHOTOGRAPH1961 KINGS BAY

FIGURE: 10 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

Z

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Parramatta Road UTP Assessment City of Canada Bay LGA HISTORICAL AERIAL PHOTOGRAPH1961 BURWOOD

FIGURE: 11 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

Z

Scale 1:5,000

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Parramatta Road UTP Assessment City of Canada Bay LGA

HISTORICAL AERIAL PHOTOGRAPH1961 HOMEBUSH/CONCORD WEST

FIGURE: 12 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

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Parramatta Road UTP Assessment City of Canada Bay LGA HISTORICAL AERIAL PHOTOGRAPH1970 KINGS BAY

FIGURE: 13 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

Z

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Parramatta Road UTP Assessment City of Canada Bay LGA HISTORICAL AERIAL PHOTOGRAPH1970 BURWOOD

FIGURE: 14 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

Z

Scale 1:5,000

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Parramatta Road UTP Assessment City of Canada Bay LGA

HISTORICAL AERIAL PHOTOGRAPH1970 HOMEBUSH/CONCORD WEST

FIGURE: 15 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

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Parramatta Road UTP Assessment City of Canada Bay LGA HISTORICAL AERIAL PHOTOGRAPH1982 KINGS BAY

FIGURE: 16 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

Z

Scale 1:2,750

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Parramatta Road UTP Assessment City of Canada Bay LGA HISTORICAL AERIAL PHOTOGRAPH1982 BURWOOD

FIGURE: 17 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

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Parramatta Road UTP Assessment City of Canada Bay LGA

HISTORICAL AERIAL PHOTOGRAPH1982 HOMEBUSH/CONCORD WEST

FIGURE: 18 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

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Parramatta Road UTP Assessment City of Canada Bay LGA HISTORICAL AERIAL PHOTOGRAPH1991 KINGS BAY

FIGURE: 19 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

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Parramatta Road UTP Assessment City of Canada Bay LGA HISTORICAL AERIAL PHOTOGRAPH1991 BURWOOD

FIGURE: 20 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

Z

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Parramatta Road UTP Assessment City of Canada Bay LGA

HISTORICAL AERIAL PHOTOGRAPH1991 HOMEBUSH/CONCORD WEST

FIGURE: 21 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

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Parramatta Road UTP Assessment City of Canada Bay LGA HISTORICAL AERIAL PHOTOGRAPH2016 KINGS BAY

FIGURE: 22 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

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Parramatta Road UTP Assessment City of Canada Bay LGA HISTORICAL AERIAL PHOTOGRAPH2016 BURWOOD

FIGURE: 23 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

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Parramatta Road UTP Assessment City of Canada Bay LGA

HISTORICAL AERIAL PHOTOGRAPH2016 HOMEBUSH/CONCORD WEST

FIGURE: 24 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Department of Finance Services and Innovation

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

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Parramatta Road UTP Assessment City of Canada Bay LGA HISTORICAL AERIAL PHOTOGRAPH2018 KINGS BAY

FIGURE: 25 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Imagery - Spookfish (Current 19/09/2018)

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

Z

Scale 1:2,750

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Parramatta Road UTP Assessment City of Canada Bay LGA HISTORICAL AERIAL PHOTOGRAPH2018 BURWOOD

FIGURE: 26 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Imagery - Spookfish (Current 19/09/2018)

Legend: Approximate Site Boundary

Job No: 55106 Client: City of Canada Bay Council Version: Aerials

Date: 19-Sep-2018

Drawn By: FH

Checked By: KL

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HISTORICAL AERIAL PHOTOGRAPH2018 HOMEBUSH/CONCORD WEST

FIGURE: 27 File Name: N:\Projects\City of Canada Bay Council\55106 Parramatta Rd UTP Contamination Assessment\GIS\Maps\Aerials\AERIALS_Canada_Bay.mxd Reference: Imagery - Spookfish (Current 19/09/2018)

© JBS&G This document is and shall remain the property of JBS&G. The document may only be used for the purposes for which it was commissioned and in accordance with the Terms of Engagement for the commission. Unauthorised use of this document in any form whatsoever is prohibited Document Distribution Rev No.

Copies

Recipient

Date

A

1 x Electronic Copy

Belinda Koytz – Sustainability & Health Projects Coordinator, City of Canada Bay

24/09/2018

0

1 x Electronic Copy

Belinda Koytz – Sustainability & Health Projects Coordinator, City of Canada Bay

17/10/2018

Document Status Reviewer

Approved for Issue

Name

Name

Signature

Katie Linz

Matthew Bennet

Matthew Bennett

Draft for Client Reveiw 24/09/2018

Katie Linz

Matthew Bennet

Matthew Bennett

17/10/2018

Rev No.

Author

A 0

Date

©JBS&G Australia Pty Ltd | 55106_117353 (Rev 0)

©JBS&G Australia Pty Ltd | 55106_117353 (Rev 0)