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November 2010

Preliminary Environmental Site Assessment (PESA), 61-65 Roberts Road, Greenacre, NSW.

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Report Number. 107623167

Distribution:

MIRVAC Golder Associates Pty Ltd

Submitted to:MIRVAC Level 26, 60 Margaret Street, Sydney NSW 2000

PESA, 61-65 ROBERTS ROAD, GREENACRE, NSW.

November 2010 Report No. 107623167 i

Table of Contents

1.0 INTRODUCTION ........................................................................................................................................................ 1

1.1 Background .................................................................................................................................................. 1

1.2 Objectives ..................................................................................................................................................... 1

2.0 SCOPE OF WORKS .................................................................................................................................................. 2

2.1 Desktop Reviews .......................................................................................................................................... 2

2.2 Site Inspection .............................................................................................................................................. 2

2.3 Limited Soil Sampling ................................................................................................................................... 2

3.0 SITE DESCRIPTION .................................................................................................................................................. 4

3.1 Site Identification .......................................................................................................................................... 4

3.2 Land Use and Planning Issues ..................................................................................................................... 4

3.2.1 Planning Certificates ............................................................................................................................... 4

3.2.2 NSW DECCW Contaminated Land Record of Notices and Environment Protection Licences ............... 4

3.2.3 Groundwater Bores Search ..................................................................................................................... 4

3.3 Site Layout and Infrastructure ....................................................................................................................... 5

3.3.1 Site Buildings .......................................................................................................................................... 5

3.3.2 Open Area ............................................................................................................................................... 5

3.3.3 Sedimentation Basin ............................................................................................................................... 5

3.3.4 Surrounding Land Use ............................................................................................................................ 5

3.4 Environmental Setting ................................................................................................................................... 6

3.4.1 Geology ................................................................................................................................................... 6

3.4.2 Hydrogeology .......................................................................................................................................... 6

4.0 SITE HISTORY .......................................................................................................................................................... 7

4.1 Historical Aerial Photographs ....................................................................................................................... 7

4.2 Review of Historical Certificates of Title ........................................................................................................ 8

4.3 WorkCover Search Results .......................................................................................................................... 9

4.4 Previous Site Investigations .......................................................................................................................... 9

4.4. Summary of Site History ............................................................................................................................. 10

4.5 Areas and Chemicals of Concern ............................................................................................................... 10

5.0 CURRENT SITE INVESTIGATION .......................................................................................................................... 12

5.1 Sampling Plan ............................................................................................................................................ 12


November 2010 Report No. 107623167 ii

5.2 Field Program ............................................................................................................................................. 12

5.3 Soil Sample Analyses ................................................................................................................................. 13

5.3.1 Soil Investigation Levels ........................................................................................................................ 13

6.0 SAMPLING RESULTS ............................................................................................................................................ 15

6.1 Soil Logging ................................................................................................................................................ 15

6.2 Soil Analytical Results ................................................................................................................................ 15

7.0 DISCUSSION ........................................................................................................................................................... 16

8.0 REFERENCES ......................................................................................................................................................... 17

9.0 LIMITATIONS .......................................................................................................................................................... 18

APPENDICES

APPENDIX A Section 149 Certificates

APPENDIX B Current and Historical Certificates of Title

APPENDIX C Historical Aerial Photographs

APPENDIX D NSW DECCW Contaminated Land Records of Notices and Public Licences Register under Protection of the Environment Operations (POEA)

APPENDIX E Details of Groundwater Bores within 500m

APPENDIX F WorkCover NSW Dangerous Good Records

APPENDIX G Bore Logs Details

APPENDIX H Laboratory Certificates

APPENDIX I Data Validation Certificate


November 2010 Report No. 107623167 iii

TABLES

Table 3.1 Surrounding Land Use

Table 4.1 Historical Aerial Photographs

Table 4.2 Historical Certificates of Titles

Table 4.3 Previous Investigations

Table 5.1 Summary of the Fieldwork

Table 5.2 Soil Sample Analysis

TABLES (Attached)

Table 1 Adopted Investigation Levels – Soil

Table 2a Soil Analytical Results - TPH, BTEX, PAHs and Phenols

Table 2b Soil Analytical Results - Metals, OCP and PCBs

Tables 3 Soil Analytical Results - QAQC.

FIGURES

Figure 1 Site Plan

Figure 2 Site Layout

Figure 3 Sampling Plan Locations

PLATES

Plate 1 Above ground waste oil tank and oil water separator in the northwest corner of the Site.

Plate 2 Former vehicle maintenance block in the northwest corner of the Site.

Plate 3 Southern portion of the Site is a vacant area of land, with some unsealed areas.

Plate 4 Sealed areas (concrete) of the south portion of the Site.

Plate 5 The sedimentation basin located in the south eastern corner of the Site. BH 07 was drilled into the fill material adjacent to the sedimentation basin.

Plate 6 Surface staining was evident in the northern portion of the Site


November 2010 Report No. 107623167 1

1.0 INTRODUCTION At the request of Mirvac, Golder Associates Pty Ltd (Golder) has carried out a Preliminary Environmental Site Assessment (PESA) for a portion of land located on 61-65 Roberts Road, Greenacre, NSW (Figure 1).

1.1 Background It is understood that the purpose of the PESA is to disclose available environmental information to potential purchases of the Site, as Mirvac (as the Site Vendor) is seeking to divest the land for commercial / industrial land use. The land that is subject to the PESA comprises Lot 2 in Deposited Plan 1149259, 61-65 Roberts Road, Greenacre, NSW. (See Figure 1).

1.2 Objectives The objectives of the PESA are to:

Review historical information relevant to the Site to determine the presence of past activities at the Site, which could have resulted in soil and/or groundwater contamination.

Undertake limited soil sampling and analysis to provide a preliminary assessment of soil contamination at the Site.

Provide a PESA report detailing the historical activities and the soil investigation results to provide prospective purchasers of the Site with a preliminary assessment of potential ground contamination conditions of the Site.



2.0 SCOPE OF WORKS The following scope of services was completed to meet the objectives of the PESA:

Limited desktop review of third party documentation pertaining to the Site;

Site inspection; and

Limited soil sampling which involved collecting and analysing soil / fill samples from selected locations across the Site.

2.1 Desktop Reviews

The scope of work for the desktop review comprised a review of historical documentation to assess historical

and current uses of the Site, which could have resulted in soil and/or groundwater contamination.

The following records were obtained and reviewed:

Current and historical Certificates of Title providing a history of ownership and land use;

Selected historical aerial photographs from the Department of Lands to provide evidence of the history of development of the Site and indications of potential sources of contamination;

A search of DECCW databases to identify notices under the Contaminated Land Management Act 1997 and Environment Protection Licenses issued under the Protection of the Environment Operations Act 1997;

Details of groundwater bores within a 500 metre radius of the Site that are registered on the groundwater bore database maintained by the Department of Infrastructure, Planning and Natural Resources (DIPNR);

Published topographical, geological and soil maps of the area;

A search of WorkCover NSW dangerous goods records for the Site, and;

Review of a previous Environmental Site Assessment report (CH2MHill - May 2004, Supplementary Environmental Site Investigation, Telstra Storage Depot, 57-67 Roberts Road Greenacre, New South Wales).

2.2 Site Inspection A ‘walkover’ inspection of the Site was undertaken by Corinne Hoffman and Carolina Olmos of Golder. No access was available to the interior of the buildings on site. Information about the Site was provided by Andrew Paterson of MIRVAC.

2.3 Limited Soil Sampling

The following tasks were undertaken:

Prior to field work:

Development of an appropriate project safety review including a Job Safety Analysis (JSA) and Health, Safety and Environment Plan (HSEP);

Arrangement of the necessary access for the onsite works;

Review of available Site services drawings;

Selection of provisional sampling locations;



Review of provisional locations against services plans obtained by “Dial Before You Dig”, and;

Clearance of proposed sampling locations by a subcontracted specialist cable locator.

Fieldwork:

Drilling of seven (7) boreholes at the selected sampling locations. Boreholes were drilled with non destructive equipment and were extended to a nominal depth of 2 metres below ground level. Soil samples were collected from each borehole at the following indicative depth intervals:

Surface to 0.2m (near surface sampling);

0.5m to 1m;

1.0-1.5 m.

Screening of soil samples in the field via a Photoionisation Detector (PID). The PID is a field screening instrument used to measure the presence of volatile organic compounds.

Laboratory analysis of one soil sample per borehole. Soil samples for analysis were selected in accordance on PID readings, odour and visual appearance. If contamination was apparent in the field, additional samples were taken above and below the potential impacted area in an attempt to vertically delineate the affected area.

Logging of the soils encountered using Golder Associates’ technical procedure for soil logging.

Backfilling of borehole locations with the drilled material. Concrete core holes or intrusions through other hardstand were “made good” with similar materials as required by Mirvac.

Locating of boreholes on a Site sampling plan based on measured proximity to known Site features, using an aerial photograph.

Analytical Plan:

One sample per borehole for the following analytes:

Total petroleum hydrocarbon (TPH),

Benzene, toluene, ethylbenze andxXylenes (BTEX);

Polycyclic aromatic hydrocarbons (PAHs);

Phenols;

Metals and metalloids (arsenic, cadmium, chromium, copper, lead, nickel, zinc and mercury);

Poly chlorinated biphenyl (PCBs);

Asbestos;

Organochlorine pesticides (OCPs);

Laboratory pH.



3.0 SITE DESCRIPTION

3.1 Site Identification The Site is located at 61-65 Roberts Road, Greenacre, NSW, and is described as Lot 2 in DP 1149259. The Site was formerly part of one larger lot known as 57-67 Roberts Road historically described as Lot 1 in DP 819181, which has since been sub-divided. The subject Site (refer Figure 1) is located within the local government area of Strathfield, County of Cumberland and Parish of Bankstown. The property is zoned Industrial in accordance with the Strathfield Planning Scheme Ordinance, as amended by Local Environmental Plan (LEP) 57 gazetted 04/07/1993.The Site is currently owned by Mirvac and it is understood that the Site is proposed to be divested.

3.2 Land Use and Planning Issues 3.2.1 Planning Certificates Planning Certificates for the Site were obtained from Strathfield Council on 18 October 2010 under Section 149 (2) and (5) of the Environmental Planning & Assessment Act 1979.

The Section 149 Certificates (2) for all three land parcels indicate the following with respect to contamination:

Matters prescribed by Sections 59(2) of the Contaminated Land Management Act 1997 as additional matters to be specified in a Planning Certificate:

(a) that the land to which the certificate relates is significantly contaminated land, if the land (or part of the land) is significantly contaminated land at the date when the certificate is issued: NO

(b) that the land to which the certificate relates is the subject to a management order, if it is subject to such an order at the date when the certificate is issued: NO

(c) that the land to which the certificate relates is the subject of an approved voluntary management proposal, if it is the subject of an approved proposal at the date when the certificate is issued: YES / NO

(d) that the land to which this certificate relates is subject to an ongoing maintenance order, if it is subject to such an order at the date when the certificate is issued: NO

(e) that the land to which this certificate relates is the subject of a Site audit statement, if a copy of such statement has been provided at any time to the local authority issuing the certificate: NO.

No additional matters were specified pursuant to Section 149(5)

Copies of the Council Section 149 (2) and (5) certificates are presented in Appendix A.

3.2.2 NSW DECCW Contaminated Land Record of Notices and Environment Protection Licences

A search of the NSW Department of Environment, Climate Change and Water (DECCW) on-line record was undertaken on 12 October 2010 for notices issued under the CLM Act 1997. The search indicated that DECCW holds no records relating to contamination at the Site. A summary of the search results from Bankstown and Strathfield Council are provided in Appendix D.

No Environmental Protection Licences (EPLs) are in force for the Site under Section 55 of the Protection of the Environment Operations Act 1997.

3.2.3 Groundwater Bores Search The search of the groundwater bore database maintained by the Department of Infrastructure, Planning and Natural Resources (DIPNR) indicated that there were no registered groundwater bores with a 500 metre radius of the Site. A summary of the search results from DIPNR website are provided in Appendix E.



3.3 Site Layout and Infrastructure The current site layout and infrastructure are described in the following based on visual observations during the Site Inspection and fieldwork. Please refer to Figure 2.

3.3.1 Site Buildings The Site contains 3 large buildings (vacant warehouse units), comprised of a steel frame, common brick wall, corrugated exterior wall, cladding concrete floors, roller doors. The insides of the building were not accessible for inspection.

A former vehicle maintenance building was identified in the north western corner of the Site. Although the inside of the building was not inspected, experience on other former Telstra depot Sites, has indicated that triple interceptor traps are common in maintenance buildings. An oil water separator and above ground storage waste oil tank were also indentified adjacent to the maintenance buildings. Three other small demountable huts are also present on the Site. Refer Figure 2 and Plates 1 and 2.

3.3.2 Open Area The southern portion of the Site is a vacant area of land, with some unsealed areas and other areas paved with concrete. The difference in ground level between the Site and the neighbouring land to the east indicates that the Site may have been filled.

A weighbridge appears to have been present along the western boundary of the Site. In addition, stormwater pits were located across the open area. All the mentioned features are illustrated in photos as Plates 3 and 4.

Some staining was evident in the northern portion of the Site (refer Figure 2 and Plate 6). This staining may have been caused by leaks from trucks or hydraulic equipment (forklifts etc) which had been used on the Site during the time it was occupied by the transport company.

A former “Fumigation Area” was identified by a paint border at the Site. It is understood that shipping containers were sprayed with fumigants following importation or exportation.

3.3.3 Sedimentation Basin There is a large sedimentation basin located in the south eastern corner of the Site. It is understood that this structure has been present on the Site since 1997 (See Historical Aerial photos - Table 4.1). The basin has concrete walls and was largely filled with sediment and water at the time of the inspection.

3.3.4 Surrounding Land Use The Site is located within an industrial and commercial area. Surrounding land use includes:

Table 3.1: Surrounding Land Use

Direction from Site boundary

Land Use

North Fire Brigade property and Industrial Units.

East Demolition Contactor: H. Hassarati & Co. Pty Ltd. Small Goods, Manufacturing: MQF Ltd Pty

South Finemores Pty Ltd, commercial storage warehousing

West Industrial properties undergoing redevelopment (formerly part of Telstra owned land) and Roberts Road beyond which are residential premises



3.4 Environmental Setting 3.4.1 Geology The Site is located within the Blacktown Soil Landscape Grouping (according to The Sydney 1:100,000 Soil Landscape Series Sheet 9130 Sydney 1989). These soils are comprised of red and brown podzolics1 on crest, upper slopes and well drained areas and yellow podzolic and soloths2 in poorly drained areas. Some limitation are, highly plastic subsoil, low soil fertility and poor soil drainage.

Information on the general geology of the Site has been obtained from Sydney 1:100,000 Geological Series Sheet 9130 Penrith, 1991. This indicates the Site is underlain by Middle Triassic sediments, from the Wiannammata Group. This typically comprises shale, carbonaceous claystone, laminate and medium grained quartz sandstone.

3.4.2 Hydrogeology Review of the Botany Bay Topographic Map 1:25.000 Land and Property Information Third Edition 9130-3S, indicates the nearest surface watercourse (Cooks Creek) to be located 700m to the southeast, which is the inferred direction of groundwater flow. The Site is relatively flat with a designated surface water drainage system. Depth of the groundwater is estimated at between 5 to 10 metres below ground level.

1 Podzols: GSG classification, Acid sandy soils with strongly differentiated horizons including a bleached horizon above a coffee colored pan and colored subsoil. 2 Soloths: GSG classification, Acid soils with strong texture contrast between pale topsoil and clay subsoil with blocky or columnar structure.



4.0 SITE HISTORY The history of Site land use is summarised below. Information reviewed to compile the history of land use includes:

Historic Aerial photographs;

Historic Certificates of Title;

WorkCover New South Wales search of the Site’s dangerous Good File; and

Review of Previous Investigations;

CH2MHill (May 2004) Supplementary Environmental Site Investigation, Telstra Storage Depot, 57-67 Roberts Road Greenacre, New South Wales – Text only, no site plans, borelogs, laboratory certificates or results were made available.

4.1 Historical Aerial Photographs Historical aerial photographs of the Site taken in 1959, 1965, 1982, 1997, 1999 and 2002 were obtained from the NSW Department of Lands and Golder archives, and reviewed to assess the history of development of the Site. The review of the aerial photographs indicated the following:

Table 4.1: Historical Aerial Photographs

Date Comment

1959

Site: The Site was vacant land with little vegetation. Five roads around the Site (Amarina Avenue, Grevillea Street, Oleander Street, Girraween Street and Elouera Road) are unformed. Two single lot residential blocks were located within the Site (one to the north and one to the south); this was evident from what appear to be fences that surround them. Some ground disturbance was visible around the houses, possibly due to redevelopment (levelling). Surrounding area: The Site was surrounded by vacant land. The Enfield Rail Yard was evident at the eastern area. The rail yards included a number of work areas, rail tracks and carriages are also visible. Single lot residential development was starting to emerge.

1965

Site: The Site appeared generally the same as in the image from 1959, with the following changes: the single residential lot to the south was no longer present, and there appeared to be some ground disturbance in the south west corner. Surrounding area: A number of large sheds (possibly warehouses) were present to the south and west of the Site. The immediate vicinity was as per the previous photo (1959). The rail yard remained and residential development to the west and south had continued.

1982

Site: The Site had changed considerably since the previous photograph. The main changes included: two new buildings (possibly warehouses) were now present, the larger building to the west had two driveways, suggesting it may be separated internally. A smaller warehouse was present on the central east of the Site. Concrete pavement was evident around the large building; in contrast with the grassland cover surrounding the smaller building. Disturbed ground was visible to the south the smaller building. Surrounding area: Around the Site there were new buildings at the south west. Open storage areas existed near to the new buildings. Rail yards were present at the east section. The land between Site and the Rail yard was not developed. It appeared that turning bays in the rail yard had been removed.



Date Comment

1997

Site: Main changes since the previous image included: concrete pavement had replaced grassed area visible in the previous image (to the north and south of the smaller building). A number of trucks, vehicles and large containers appeared on Site. Some unidentifiable items were present around the Site perimeter fence. An open storage area existed on the southern part of the Site. A rectangular structure existed in the east corner, which is consistent with the existing stormwater detention basin. Surrounding area: The scale of the image provided limited detail of the surrounding area, however what was visible appeared generally consistent with the previous photo. A new industrial warehouse (Finemores) was present at the south west of the Site.

1999

Site: The Site appeared consistent with previous image (1997) Surrounding area: The surrounding area was generally consistent with the previous image, realignment of rail and track within the Enfield Rail Yard appeared to have taken place.

2002 Site: The Site appeared similar to observations made during our Site visit on October 2010. Surrounding area: Surrounding land uses were generally consistent with the previous image.

2010 Site: The two main building remain on Site. Surrounding area: (based on Google Earth Map as at October 2010) Four main buildings have been demolished in the south-west corner of this area.

4.2 Review of Historical Certificates of Title

Our review of Historic Certificates of Title summary providing a history of ownership and land use is provided in Table 4.2.

Table 4.2: Historical Certificate of Titles

Lot and DP Created Owner Comments

6847/112 (Historic Title)

10/08/1954 Commonwealth of Australia

A portion of the area covered by the Title was leased to Sydney County Council for the purposes of an electricity substation. We are unable to identify the location of the substation based on the information provided.

A significant portion of the land was transferred to Australia Telecommunications Commission (now Telstra).


17/07/1989 Telecommunications Corporation (now Telstra)

A portion of the area covered by the Title was leased to Sydney County Council for the purposes of an electricity substation. We are unable to identify the location of the substation based on the information provided.

Folio cancelled. New Folios were created for Lots 1 & 2 in DP819181.



Lot and DP Created Owner Comments


20/08/1992

Australian Telecommunications Corporation (now Telstra)

The Site was leased to Telstra Corporation. A number of easements for service utilities

were identified. Folio cancelled. New Folios were created

for Lots 1, 2 & 3 in DP1149259.

25/1/1994 Property transfer The title provides no additional information.

2004 Walker Corporation Property leased to Telstra – 5 year lease.

2/1149259 (Current Title)

31/03/2010 Mirvac Projects Pty Ltd

The Site was leased to Telstra Corporation A number of easements for service utilities

were identified.

Copies of the historic and current Title search results are provided in Appendix B.

4.3 WorkCover Search Results A search of WorkCover NSW dangerous good records for the Site was undertaken on 18 October 2010. The search indicated the following:

Mac Transport company applied for a Dangerous Good Licence in 2007, to store Calcium hypochlorite hydrated (known commonly as Pool Chlorine) approx. 20,000 kilograms, and; Liquid Petroleum Gases (knows as LPG) approx. 100 litres.

TNT applied for a Dangerous Good Licence in 2004, to store Liquid Petroleum Gases (knows as LPG) approx. 750 kilograms.

A copy of the search results are provided in Appendix F.

4.4 Previous Site Investigations As part of this PESA Golder has reviewed a Supplementary Environmental Site Investigation (CH2MHill) , which refers to a number of other previous investigations at the Site.

A summary of the findings of the previous investigations is presented in Table 4.3.

Table 4.3: Previous Investigations*

Previous Investigations

Source of Investigation

Nature and Purpose of Investigation

Summary of Findings

ASA (Dec. 1999) Phase 1 and 2 – ESA Greenacre Stores Depot, 57 -67 Roberts Road Greenacre, on behalf of Telstra Corporation Limited.

To determine the current environmental condition of the soil and groundwater of the Site.

Recommended remedial removal of the isolated elevated concentration of hydrocarbons at the sampling location near at UST as a cautionary measure.



Previous Investigations

Source of Investigation

Nature and Purpose of Investigation

Summary of Findings

Otek (Mar. 2003) Remedial Action Plan, Telstra Storage Depot, Greenacre, NSW, on behalf of Telstra Corporation Limited

Prepare the Remedial Action Plan for the Site

Noted the presence of the above ground storage tank (AST) with an oil/water separator and in-ground sumps, which were not mentioned in any of the previous reports.

CH2MHill (May 2004) Supplementary Environmental Site Investigation, Telstra Storage Depot, 57-67 Roberts Road Greenacre, New South Wales on behalf of Walker Corporation Pty Ltd.

Review existing reports to determine the suitability of previously proposed remedial requirements. In addition, undertaken further Site investigations works where necessary.

Based on the results of previous investigations and this supplementary investigation, the Site was considered suitable for redevelopment to commercial/industrial use. However, proposed demolition and groundwork beneath the former waste oil facility should comprise adequate contingency plans to address the potential for limited soil contamination.

*Source: CH2MHill (May 2004) Supplementary Environmental Site Investigation, Telstra Storage Depot, 57-67 Roberts Road Greenacre, New South Wales.

4.4. Summary of Site History Prior to 1961 the Site partly comprised farmland with a residential property. After 1961 a large pitched warehouse was identified on-site. By 1965 additional warehousing had been constructed. In 1969 the Australian Telecommunications Commission (now Telstra) took ownership of the Site, which operated as a Telstra storage depot and TNT handling centre until in 2004 Walker Corporation purchased the Site, then Mirvac subsequently acquired the site from Walker Corporation and now the Site is vacant.

4.5 Areas and Chemicals of Concern Based on the review of the current and historical activities at the Site the areas of potential environmental concern include:

AST/Waste Oil Store located within the northwest corner of the Site;

Fill materials which are present across the Site;

Sedimentation Basin (south-east corner); and

Storage of Chlorine (by Mac Transport).

The chemicals of potential concern (COPC), based on Site reconnaissance and knowledge of contaminants

associated, include the following:

Petroleum hydrocarbons (measured as total petroleum hydrocarbons).



Metals and metalloids (including arsenic, cadium, chromium, copper, nickel, lead, zinc and mercury);

Organochlorine pesticides (OCPs) and polychlorinated biphenyls (PCBs); and

Asbestos associated with imported fill (If any suspicious material encountered during field observation).



5.0 CURRENT SITE INVESTIGATION

5.1 Sampling Plan Seven (7) boreholes were drilled in the target areas selected for investigation. Boreholes were drilled with a non destructive digging equipment and were extended to a nominal depth of 2 metres below ground level (wherever was possible). Soil samples were collected from each borehole at the following depth intervals:

Surface to 0.2m (near surface sampling);

0.5m to 1m;

1.0-1.5 m.

Soil samples were screened in the field by the use of a Photoionisation Detector (PID). The PID is a field screening instrument used to measure the presence of volatile organic compounds.

5.2 Field Program Details of the soil investigation are summarised in the following table. The locations of soil bores are

presented on Figure 3.

Table 5.1: Summary of the Fieldwork

Activity / Item Details

Date of Field Activities 22nd October 2010.

Service Location Dags Location Services were engaged to identify underground services prior to any intrusive works commencing. “Dial Before You Dig” underground utility location service and cable location enquiry was completed to identify underground services prior to any intrusive works commencing.

Drilling All drilling locations were drilled using an air knifing rig, a non-destructive drilling (NDD) technique.

Concrete coring was required at three locations (BH03, BH06 and BH07). Coring and drilling was conducted by Terratest.

Bores Drilled and Target Depth

Seven soil boreholes (BH01, BH02, BH03, BH04, BH05, BH06 and BH07) were drilled to a depth of minimum 1.1 metres below ground surface (mbgs) (BH06) to maximum 2.0 mbgs (BH01, BH02 and BH04).

The locations of the soil bores are presented on Figure 3.

Soil Logging Soil samples were collected and logged in accordance with Golder Associates’ standard methods and quality control procedures.

Sampling Methodology During air knifing, soil samples were collected from the borehole using a hand auger. Samples collected from 0.2mbgl, 0.5mbgl, 1.0mbgl and 2mbgl where possible. Dedicated disposable nitrile gloves were used when handling the soil samples. All samples were placed in clean, laboratory-supplied acid washed, solvent rinsed glass jars.

Quality Control One (1) field duplicate sample, one (1) rinsate blank and one (1) trip blank sample were collected and submitted for analysis for the purposes of quality control.

Soil Screening Soil samples were screened for the presence of volatile organic compounds using a photo ionisation detector (PID) that was calibrated to a known concentration of iso-butylene calibration gas and adjusted to measure the benzene equivalent concentration.

Sample Preservation Samples were stored on ice, in an esky whilst on-Site and in transit to the



Activity / Item Details

laboratory.

Decontamination Procedures

The hand auger was decontaminated between samples with Decon 90 solution and rinsed with potable water. Drilling equipment coming into contact with soils was decontaminated between soil-bores with a high-pressure water-jet and potable water.

Disposal of Soil Cuttings Soil cuttings were backfilled into the boreholes. Concrete core holes or intrusions were made good with similar materials.

5.3 Soil Sample Analyses All soil samples (including field quality control samples) were submitted to Australia Laboratory Services

Environmental Pty Ltd (ALS) for analysis.

The following table summarises details of the soil sample analysis undertaken.

Table 5.2: Soil Sample Analysis

Sample Analysis

Primary Samples

All 7 primary soil samples were analysed for: Total Petroleum Hydrocarbon (TPH),Benzene Toluene Ethyl

Benzene Xylene (BTEX);

PAHs and Phenols; Metals and metalloids (arsenic, cadmium, chromium, copper, lead,

nickel, zinc and mercury). OCPs and PCBs.

In addition, two (2) surface soil samples collected were selected to be analysed for the presence of asbestos fibres in soil

Quality Control / Quality Assurance Samples (QAQC)

One (1) intra-laboratory field duplicate soil sample was collected and analysed for:

TPH, BTEX;

PAHs and phenols; Metals and metalloids (arsenic, cadmium, chromium, copper, lead,


A trip blank and rinsate blank were collected the day of sampling and were analysed for:

TPH, BTEX (Trip Blank for TPH C6-C9 only);

PAHs and phenols; Metals and metalloids (arsenic, cadmium, chromium, copper, lead,


5.3.1 Soil Investigation Levels

Based on the continued use of the Site for commercial/ industrial land use, the investigation levels (ILs) used

to evaluate the soil analytical results are as follows:



NEPM 1999- The National Environmental Protection Measure Health Based Investigation Levels (National Environmental Protection Council, 1999) (NEPM HILs) have been developed for a range of land use categories. For each land use type, appropriate generic exposure scenarios and relevant generic exposure factors have been considered in developing a range of investigation levels. Based on the current and future land use, Golder considers the NEPM HIL Level F (commercial/ industrial) an appropriate investigation level for the on-Site soil.

NSW EPA 1994- The NSW Environment Protection Authority (EPA) Guidelines for Assessing Service Station Sites (1994) Threshold Concentrations for Sensitive Land Use – Soils (Threshold Concentrations). The NEPM HILs do not provide reliable trigger values for TPH and BTEX compounds. Considering the ongoing commercial/industrial intended future land use, the NSW EPA 1994 guidelines has been used as ILs for these compounds.

Adopted ILs for soils are summarised in Table 1 attached.



6.0 SAMPLING RESULTS

6.1 Soil Logging Soil descriptions for the lithology encountered during drilling are presented in the bore logs in Appendix G.

In general material encountered was Fill consisting of sandstone and gravel until 0.5m approx. where

changed to sandy clay, maximum depth reached was 2m.

6.2 Soil Analytical Results No elevated PID readings (from 1.2ppm to maximum 35.6 ppm), or significant hydrocarbon odours or

staining were recorded during drilling investigations. Soil analytical results are presented in the laboratory

certificates in Appendix H and summarised in Tables 2 to 3 attached.

Laboratory specific elements of data validation that have been checked and assessed for this project are

further discussed in Appendix I. On the basis of the validation procedure employed, the overall quality of the

soil analytical data is considered to be of an acceptable standard for interpretive use.

Review of the analytical results indicates that there were concentrations of contaminants of potential concern

(COPCs) detected above the laboratory’s limit of reporting (LOR) which are summarised below:

TPH C15-C28 and C29-C36 were detected above the LOR at concentrations of 220 mg/kg and 470 mg/kg respectively in soil borehole sample BH05 at a depth of 0.2 to 0.3 mbgl.

Total PAH concentration in soil borehole BH05 at a depth of 0.2 to 0.3 mbgl was reported to be 0.5 mg/kg. This was due to reported detection of pyrene at 0.5 mg/kg.

Arsenic was detected above the LOR in five of the seven soil samples with the highest concentration being 35 mg/kg detected in soil borehole sample BH07 at a depth of 1.5 to 1.7 mg/kg.

Chromium was detected above the LOR in all the seven soil samples with the highest concentration being 30 mg/kg detected in QC100 (Field Duplicate) of BH05 at a depth of 0.2 to 0.3 mbgl.

Copper was detected above the LOR in all the seven soil samples with the highest concentration being 31 mg/kg which was detected QC100 (Field Duplicate) of BH05 at a depth of 0.2 to 0.3 mbgl.

Lead was detected above the LOR in all the seven soil samples with the highest concentration being 30 mg/kg which was detected QC100 (Field Duplicate) of BH05 at a depth of 0.2 to 0.3 mbgl.

Nickel was detected above the LOR in all the seven soil samples with the highest concentration being 13 mg/kg which was detected in soil borehole sample BH06 at a depth of 1.0 to 1.1 mbgl.

Zinc was detected above the LOR in all the seven soil samples with the highest concentration being 84 mg/kg which was detected in soil borehole sample BH06 at a depth of 1.0 to 1.1 mbgl.

However, the concentrations of the COPCs were below the adopted investigation levels (ILs) for all samples. There were no exceedances of adopted health-based soil investigations levels for a continued commercial/ industrial land use exposure scenario.

There were no detections of asbestos fibres in soil in the two surface soil samples submitted from the unsealed portions of the Site.



7.0 DISCUSSION A PESA with a limited soil investigation has been completed at the property known as 61-65 Roberts Road, Greenacre. The investigation was limited to assessment of surface soils and did not investigate the potential for groundwater contamination from on- or off-site activities.

The PESA has consolidated the historical Site information, identified potential sources of environmental concern based on past and present activities undertaken at the Site and provided characterisation of the fill across parts of the Site.

The Site has predominantly been used as a Telecommunication Depot since Site development, then subsequently used for storage/ transport of goods by transportation companies. The identified areas of environmental concern that were identified include:

An AST/Waste Oil Store located within the northwest corner of the Site;

Soil/fill of unknown origin present across the Site

Large sedimentation basin located in the south eastern corner of the Site

The investigation generally targeted the potential areas of environmental concern, with the results indicating

that the soil/fill material had not been impacted by past uses of the Site. The soil analytical results at the

locations sampled for this limited investigation are below the thresholds requiring further investigation for

continued industrial/commercial use and are consistent with acceptable levels for ongoing commercial /

industrial use. These results do not trigger a “duty to report” to the Department of Environment Climate

Change and Water under the Contaminated Land Management Act 1997.

Surface staining and a slight detection of total petroleum hydrocarbons within one sample (BH05) may be associated with surface spill s or leaks of fuel or oil from vehicles used for transportation of goods to and from the Site.

There were no investigations of the sedimentation basin conducted as part of the PESA.



8.0 REFERENCES

Botany Bay Topographic Map 1:25.000 Land and Property Information Third Edition 9130-3S.

CH2MHill, May 2004, Supplementary Environmental Site Investigation, Telstra Storage Depot, 57-67 Roberts Road Greenacre, New South Wales.

Geological Survey of NSW, 1991, Sydney 1:100,000 Scale Geological Series Sheet 9130 Edition 1

National Environment Protection (Assessment of Site Contamination) Measure (NEPC 1999), Schedule B (1) Guideline on Soil and Groundwater Investigation Levels.

New South Wales Environment Protection Authority (NSW EPA), November 1997, Guidelines for Consultants Reporting on Contaminated Sites.

New South Wales Environment Protection Authority (NSW EPA), December 1994, Guidelines for Assessing Service Station Sites.

New South Wales Environment Protection Authority (NSW EPA), September 1995, Sampling Design Guidelines.

Soil Conservation Service of New South Wales. and Murphy, C. L. and Chapman, G. A. Soil conservation Service of N.S.W. soil landscape series. Sheet 9130, Sydney 1989.



9.0 LIMITATIONS This Document has been prepared for the particular purpose outlined in Golder’s proposal and no responsibility is accepted for the use of this Document, in whole or in part, in other contexts or for any other purpose.

The scope and the period of Golder’s Services are as described in Golder’s proposal, and are subject to restrictions and limitations. Golder did not perform a complete assessment of all possible conditions or circumstances that may exist at the Site referenced in the Document. If a service is not expressly indicated, do not assume it has been provided. If a matter is not addressed, do not assume that any determination has been made by Golder in regards to it.

Conditions may exist which were not detected given the limited nature of the enquiry Golder was retained to undertake with respect to the Site. Variations in conditions may occur between assessment locations, and there may be special conditions pertaining to the Site which have not been revealed by the investigation and which have not therefore been taken into account in the Document. Accordingly, additional studies and actions may be required.

In addition, it is recognised that the passage of time affects the information and assessment provided in this Document. Golder’s opinions are based upon information that existed at the time the information is collected. It is understood that the Services provided allowed Golder to form no more than an opinion of the actual conditions of the Site at the time the Site was visited and cannot be used to assess the effect of any subsequent changes in the quality of the Site, or its surroundings, or any laws or regulations.

Any assessments, designs, and advice provided in this Document are based on the conditions indicated from published sources and the investigation described. No warranty is included, either express or implied, that the actual conditions will conform exactly to the assessments contained in this Document.

Where data supplied by the client or other external sources, including previous Site investigation data, have been used, it has been assumed that the information is correct unless otherwise stated. No responsibility is accepted by Golder for incomplete or inaccurate data supplied by others.

Golder may have retained subconsultants affiliated with Golder to provide Services for the benefit of Golder. To the maximum extent allowed by law, the Client acknowledges and agrees it will not have any direct legal recourse to, and waives any claim, demand, or cause of action against, Golder’s affiliated companies, and their employees, officers and directors. Rather, Golder accepts full responsibility for the services provided by its subconsultants, including Golder's affiliated companies, and their employees, officers and directors. Golder acknowledges and agrees it is legally liable for the Services provided by the Golder's affiliated companies, and their employees, officers and directors.

This Document is provided for sole use by the Client and is confidential to it and its professional advisers. No responsibility whatsoever for the contents of this Document will be accepted to any person other than the Client. Any use which a third party makes of this Document, or any reliance on or decisions to be made based on it, is the responsibility of such third parties. Golder accepts no responsibility for damages, if any, suffered by any third party as a result of decisions made or actions based on this Document.


November 2010 Report No. 107623167

Report Signature Page

GOLDER ASSOCIATES PTY LTD

Carolina Olmos Colm Molloy Environmental Engineer Principal Environmental Scientist

CO/CH/co

A.B.N. 64 006 107 857

Golder, Golder Associates and the GA globe design are trademarks of Golder Associates Corporation.

j:\env\2010\107623167_mirvac_preliminary site asessment_greenacre\project doc\reporting\107623167-001-r-reva-final report-a.docx



APPENDIX A Section 149 Certificates



APPENDIX B Current and Historical Certificates of Title

Searchlink hereby certifies that the information contained in this document has been provided electronically by the Registrar General.

Information provided through Tri-Search an approved LPINSW Information Broker

LAND AND PROPERTY INFORMATION NEW SOUTH WALES - HISTORICAL SEARCH ----------------------------------------------------------------- SEARCH DATE ----------- 28/10/2010 2:16PM FOLIO: 2/1149259 ------ First Title(s): OLD SYSTEM Prior Title(s): 1/819181 Recorded Number Type of Instrument C.T. Issue -------- ------ ------------------ ---------- 31/3/2010 DP1149259 DEPOSITED PLAN FOLIO CREATED CT NOT ISSUED 1/4/2010 AF368121 WITHDRAWN - DETERMINATION OF LEASE 1/4/2010 AF373699 WITHDRAWN - VARIATION OF LEASE 1/4/2010 AF407971 DEPARTMENTAL DEALING EDITION 1 13/4/2010 AF426922 WITHDRAWAL OF CAVEAT 13/4/2010 AF427487 WITHDRAWAL OF CAVEAT 13/4/2010 AF422662 DETERMINATION OF LEASE 13/4/2010 AF422663 VARIATION OF LEASE EDITION 2 *** END OF SEARCH ***

Page 1 of 2Search results

28/10/2010http://www2.trisearch.com.au/searchlinkLTO.nsf/Search+Results/32A80DEFE742DB...

SYD6011 107623167 PRINTED ON 28/10/2010

*ANY ENTRIES PRECEDED BY AN ASTERISK DO NOT APPEAR ON THE CURRENT EDITION OF THE CERTIFICATE OF TITLE.

WARNING: THE INFORMATION APPEARING UNDER NOTATIONS HAS NOT BEEN FORMALLY RECORDED IN THE REGISTER.

Account Record Only

Date Thursday 28 October 2010 14:16User Name GolderClient Reference SYD6011 107623167 COFolio Identifier 2/1149259Result Information The requested document was found.Cost (includes $1.22 GST) $13.37


28/10/2010http://www2.trisearch.com.au/searchlinkLTO.nsf/Search+Results/32A80DEFE742DB...

Searchlink hereby certifies that the information contained in this document has been provided electronically by the Registrar General in accordance with Section 96B(2) of the Real Property Act.


LAND AND PROPERTY INFORMATION NEW SOUTH WALES - TITLE SEARCH ------------------------------------------------------------ FOLIO: 2/1149259 ------ SEARCH DATE TIME EDITION NO DATE ----------- ---- ---------- ---- 28/10/2010 2:13 PM 2 13/4/2010 LAND ---- LOT 2 IN DEPOSITED PLAN 1149259 AT GREENACRE LOCAL GOVERNMENT AREA STRATHFIELD PARISH OF BANKSTOWN COUNTY OF CUMBERLAND TITLE DIAGRAM DP1149259 FIRST SCHEDULE -------------- MIRVAC PROJECTS PTY LIMITED SECOND SCHEDULE (36 NOTIFICATIONS) --------------- 1 THE LAND ABOVE DESCRIBED IS LIMITED IN STRATUM IN THE MANNER DESCRIBED IN THE TITLE DIAGRAM 2 DP819181 EASEMENT TO DRAIN WATER OVER EXISTING LINE OF PIPES & DRAINAGE PITS AFFECTING THE PART(S) SHOWN SO BURDENED IN THE TITLE DIAGRAM 3 DP819181 EASEMENT TO DRAIN SEWAGE OVER EXISTING LINE OF PIPES & DRAINAGE PITS AFFECTING THE PART(S) SHOWN SO BURDENED IN THE TITLE DIAGRAM 4 DP819181 EASEMENT FOR ELECTRICITY PURPOSES OVER EXISTING LINE OF CABLES AFFECTING THE PART(S) SHOWN SO BURDENED IN THE TITLE DIAGRAM 5 DP819181 EASEMENT FOR WATER SUPPLY (FIRE SERVICE) OVER EXISTING LINE OF PIPES AFFECTING THE PART(S) SHOWN SO BURDENED IN THE TITLE DIAGRAM 6 DP819181 EASEMENT FOR UNDERGROUND SPRINKLER STORAGE TANK AFFECTING THE PART(S) SHOWN SO BURDENED IN THE TITLE DIAGRAM 7 DP819181 EASEMENT FOR PUMP HOUSE (FIRE AND SPRINKLER SERVICE) AFFECTING THE PART(S) SHOWN SO BURDENED IN THE TITLE DIAGRAM 8 DP819181 EASEMENT FOR WATER SUPPLY (SPRINKLER SERVICE) OVER EXISTING LINE OF PIPES AFFECTING THE PART(S) SHOWN SO BURDENED IN THE TITLE DIAGRAM 9 DP819181 EASEMENT FOR WATER SUPPLY (FIRE SERVICE) 1 METRE(S) WIDE AFFECTING THE PART(S) SHOWN SO BURDENED IN THE TITLE DIAGRAM 10 DP819181 EASEMENT FOR TELECOMMUNICATIONS SERVICES OVER EXISTING LINE OF CABLES & PITS AFFECTING THE PART(S) SHOWN SO BURDENED IN THE TITLE DIAGRAM


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END OF PAGE 1 - CONTINUED OVER SYD6011 107623167 PRINTED ON 28/10/2010

*ANY ENTRIES PRECEDED BY AN ASTERISK DO NOT APPEAR ON THE CURRENT EDITION OF THE CERTIFICATE OF TITLE. WARNING: THE INFORMATION APPEARING UNDER NOTATIONS HAS NOT BEEN FORMALLY RECORDED IN THE REGISTER.

LAND AND PROPERTY INFORMATION NEW SOUTH WALES - TITLE SEARCH ------------------------------------------------------------ FOLIO: 2/1149259 PAGE 2 ------ SECOND SCHEDULE (36 NOTIFICATIONS) (CONTINUED) --------------- 11 DP819181 RESTRICTION(S) ON THE USE OF LAND 12 DP642469 EASEMENT TO DRAIN WATER 2 METRE(S) WIDE REFERRED TO AND NUMBERED (2) IN THE S.88B INSTRUMENT APPURTENANT TO THE LAND ABOVE DESCRIBED 13 DP642469 EASEMENT TO DRAIN WATER 2 METRE(S) WIDE REFERRED TO AND NUMBERED (4) IN THE S.88B INSTRUMENT APPURTENANT TO THE LAND ABOVE DESCRIBED 14 Z528062 EASEMENT FOR STORMWATER DRAINAGE APPURTENANT TO THE LAND ABOVE DESCRIBED AFFECTING THE LAND SHOWN SO BURDENED IN THE TITLE DIAGRAM 15 DP819181 EASEMENT TO DRAIN WATER OVER EXISTING LINE OF PIPES & DRAINAGE PITS APPURTENANT TO THE LAND ABOVE DESCRIBED 16 DP819181 EASEMENT TO DRAIN SEWAGE OVER EXISTING LINE OF PIPES & SEWER PITS APPURTENANT TO THE LAND ABOVE DESCRIBED 17 DP819181 EASEMENT TO DRAIN WATER 2 METRE(S) WIDE APPURTENANT TO THE LAND ABOVE DESCRIBED 18 DP819181 EASEMENT FOR ELECTRICITY PURPOSES 2 METRE(S) WIDE APPURTENANT TO THE LAND ABOVE DESCRIBED 19 DP819181 EASEMENT FOR ELECTRICITY OVER EXISTING LINE OF CABLES APPURTENANT TO THE LAND ABOVE DESCRIBED 20 DP819181 EASEMENT FOR ELECTRICITY PURPOSES AND SWITCH ROOM 1 WIDE AND VARIABLE APPURTENANT TO THE LAND ABOVE DESCRIBED 21 DP819181 EASEMENT FOR TELECOMMUNICATIONS SERVICES OVER EXISTING LINE OF CABLES & PITS APPURTENANT TO THE LAND ABOVE DESCRIBED 22 I942038 RIGHT OF CARRIAGEWAY VARIABLE WIDTH APPURTENANT TO THE LAND ABOVE DESCRIBED AFFECTING PART OF THE LAND SHOWN IN PLAN WITH I942038 23 AA339923 LEASE TO TELSTRA CORPORATION LIMITED OF THE PART SHOWN HATCHED IN PLAN (PAGE 23) WITH AA339922. COMMENCING 15/1/2009. EXPIRES: 14/1/2014. OPTION TO PURCHASE. AF422662 SURRENDERED AS REGARDS THE PART DESIGNATED (X) IN PLAN WITH AF422662 AF422663 VARIATION OF LEASE AA339923 24 AA339924 LEASE TO TELSTRA CORPORATION LIMITED OF THE PART SHOWN HATCHED IN PLAN (PAGE 23) WITH AA339922. COMMENCING 15/1/2014. EXPIRES: 14/1/2019. OPTION TO



PURCHASE. AF422662 SURRENDERED AS REGARDS THE PART DESIGNATED (X) IN PLAN WITH AF422662 AF422663 VARIATION OF LEASE AA339924 25 AA339925 LEASE TO TELSTRA CORPORATION LIMITED OF THE PART SHOWN HATCHED IN PLAN (PAGE 23) WITH AA339922. COMMENCING 15/1/2019. EXPIRES: 14/1/2024. OPTION TO END OF PAGE 2 - CONTINUED OVER SYD6011 107623167 PRINTED ON 28/10/2010

*ANY ENTRIES PRECEDED BY AN ASTERISK DO NOT APPEAR ON THE CURRENT EDITION OF THE CERTIFICATE OF TITLE. WARNING: THE INFORMATION APPEARING UNDER NOTATIONS HAS NOT BEEN FORMALLY RECORDED IN THE REGISTER.

LAND AND PROPERTY INFORMATION NEW SOUTH WALES - TITLE SEARCH ------------------------------------------------------------ FOLIO: 2/1149259 PAGE 3 ------ SECOND SCHEDULE (36 NOTIFICATIONS) (CONTINUED) --------------- PURCHASE. AF422662 SURRENDERED AS REGARDS THE PART DESIGNATED (X) IN PLAN WITH AF422662 AF422663 VARIATION OF LEASE AA339925 26 AA339926 LEASE TO TELSTRA CORPORATION LIMITED OF THE PART SHOWN HATCHED IN PLAN (PAGE 23) WITH AA339922. COMMENCING 15/1/2024. EXPIRES: 14/1/2029. OPTION TO PURCHASE. AF422662 SURRENDERED AS REGARDS THE PART DESIGNATED (X) IN PLAN WITH AF422662 AF422663 VARIATION OF LEASE AA339926 27 DP1149259 RIGHT OF CARRIAGEWAY 13.6 METRE(S) WIDE AND VARIABLE AFFECTING THE PART(S) SHOWN SO BURDENED IN THE TITLE DIAGRAM 28 DP1149259 RIGHT OF CARRIAGEWAY 13.6 METRE(S) WIDE AND VARIABLE APPURTENANT TO THE LAND ABOVE DESCRIBED 29 DP1149259 EASEMENT FOR SERVICES 13.6 METRE(S) WIDE AND VARIABLE AFFECTING THE PART(S) SHOWN SO BURDENED IN THE TITLE DIAGRAM 30 DP1149259 EASEMENT FOR SERVICES 13.6 METRE(S) WIDE AND VARIABLE APPURTENANT TO THE LAND ABOVE DESCRIBED 31 DP1149259 EASEMENT FOR ELECTRICITY PURPOSES OVER EXISTING LINE OF CABLES APPURTENANT TO THE LAND ABOVE DESCRIBED 32 DP1149259 EASEMENT TO DRAIN WATER 2 & 3 METRE(S) WIDE AND VARIABLE AFFECTING THE PART(S) SHOWN SO BURDENED IN THE TITLE DIAGRAM 33 DP1149259 EASEMENT TO DRAIN WATER 2 & 3 METRE(S) WIDE AND VARIABLE APPURTENANT TO THE LAND ABOVE DESCRIBED 34 DP1149259 EASEMENT FOR SUPPORT 3 METRE(S) WIDE LIMITED IN HEIGHT AFFECTING THE PART(S) SHOWN SO BURDENED IN THE TITLE DIAGRAM 35 DP1149259 EASEMENT TO DRAIN WATER 3 METRE(S) WIDE LIMITED IN



HEIGHT AFFECTING THE PART(S) SHOWN SO BURDENED IN THE TITLE DIAGRAM 36 DP1149259 EASEMENT FOR ACCESS 5 METRE(S) WIDE AFFECTING THE PART(S) SHOWN SO BURDENED IN THE TITLE DIAGRAM NOTATIONS --------- DP1142828 NOTE: PLAN OF SURVEY INFORMATION ONLY UNREGISTERED DEALINGS: DP1156465. *** END OF SEARCH *** SYD6011 107623167 PRINTED ON 28/10/2010



Account Record Only

Date Thursday 28 October 2010 14:13User Name GolderClient Reference SYD6011 107623167 COFolio Identifier 2/1149259Result Information The requested document was found.Cost (includes $1.22 GST) $13.37



Req:E919306 /Doc:CT 6847-112 /Rev:4-Mar-2009 /Sts:OK.OK /Prt:28-Oct-2010 14:18 /Pgs:ALL /Seq:1 of 2Ref:syd6011 107623167 /Src:T

Req:E919306 /Doc:CT 6847-112 /Rev:4-Mar-2009 /Sts:OK.OK /Prt:28-Oct-2010 14:18 /Pgs:ALL /Seq:2 of 2Ref:syd6011 107623167 /Src:T



LAND AND PROPERTY INFORMATION NEW SOUTH WALES - HISTORICAL SEARCH

-----------------------------------------------------------------

SEARCH DATE

-----------

8/11/2010 10:54AM

FOLIO: 1/819181

------

First Title(s): OLD SYSTEM

Prior Title(s): 1/796913

Recorded Number Type of Instrument C.T. Issue

-------- ------ ------------------ ----------

20/8/1992 DP819181 DEPOSITED PLAN FOLIO CREATED

EDITION 1

25/1/1994 I942038 TRANSFER

1/2/1994 I978277 REQUEST

1/2/1994 I978276 CHANGE OF NAME EDITION 2

1/3/2004 AA339921 TRANSFER

1/3/2004 AA339922 LEASE

1/3/2004 AA339923 LEASE

1/3/2004 AA339924 LEASE

1/3/2004 AA339925 LEASE

1/3/2004 AA339926 LEASE

1/3/2004 AA339927 MORTGAGE EDITION 3

19/1/2007 AC880503 DISCHARGE OF MORTGAGE

19/1/2007 AC880504 TRANSFER EDITION 4

10/2/2010 AF306023 CAVEAT

4/3/2010 AF352196 CAVEAT

25/3/2010 DP1142828 DEPOSITED PLAN

31/3/2010 DP1149259 DEPOSITED PLAN FOLIO CANCELLED

*** END OF SEARCH ***


8/11/2010http://www2.trisearch.com.au/searchlinkLTO.nsf/Search+Results/492F5C3305094D48...

107623167 po syd6 PRINTED ON 8/11/2010



Account Record Only

Date Monday 8 November 2010 10:54User Name GolderClient Reference 107623167 po syd6011Folio Identifier 1/819181Result Information The requested document was found.Cost (includes $1.22 GST) $13.37


8/11/2010http://www2.trisearch.com.au/searchlinkLTO.nsf/Search+Results/492F5C3305094D48...



LAND AND PROPERTY INFORMATION NEW SOUTH WALES - TITLE SEARCH

------------------------------------------------------------

WARNING: ***** FOLIO CANCELLED *****

FOLIO: 1/819181

------

SEARCH DATE TIME EDITION NO DATE

----------- ---- ---------- ----

8/11/2010 10:36 AM 4 19/1/2007

LAND

----

LOT 1 IN DEPOSITED PLAN 819181

AT GREENACRE

LOCAL GOVERNMENT AREA STRATHFIELD

PARISH OF BANKSTOWN COUNTY OF CUMBERLAND

TITLE DIAGRAM DP819181

FIRST SCHEDULE

--------------

MIRVAC PROJECTS PTY LIMITED (T AC880504)

SECOND SCHEDULE (12 NOTIFICATIONS)

---------------

1 EASEMENT(S) AFFECTING THE PART(S) SHOWN SO BURDENED IN THE TITLE

DIAGRAM CREATED BY:

DP819181 -EASEMENT TO DRAIN WATER OVER EXISTING LINE OF

PIPES & DRAINAGE PITS

DP819181 -EASEMENT TO DRAIN SEWAGE OVER EXISTING LINE OF

PIPES & SEWER PITS

DP819181 -EASEMENT FOR ELECTRICITY PURPOSES OVER EXISTING

LINE OF CABLES

DP819181 -EASEMENT FOR WATER SUPPLY (FIRE SERVICE) OVER

EXISTING LINE OF PIPES

DP819181 -EASEMENT FOR UNDERGROUND SPRINKLER STORAGE TANK

DP819181 -EASEMENT FOR PUMP HOUSE (FIRE & SPRINKLER

SERVICE)

DP819181 -EASEMENT FOR WATER SUPPLY (SPRINKLER SERVICE)

OVER EXISTING LINE OF PIPES

DP819181 -EASEMENT FOR WATER SUPPLY (FIRE SERVICE) 1 WIDE

DP819181 -EASEMENT FOR TELECOMMUNICATIONS SERVICES OVER

EXISTING LINE OF CABLES & PITS

2 DP819181 RESTRICTION(S) ON THE USE OF LAND

3 EASEMENT(S) APPURTENANT TO THE LAND ABOVE DESCRIBED CREATED BY:

DP642469 -EASEMENT TO DRAIN WATER 2 WIDE & SECONDLY

REFERRED

DP642469 -EASEMENT TO DRAIN WATER 2 WIDE & FOURTHLY

REFERRED

Z528062 -EASEMENT FOR STORMWATER DRAINAGE AFFECTING THE

LAND SHOWN 2 WIDE IN DP642010

DP819181 -EASEMENT TO DRAIN WATER OVER EXISTING LINE OF

PIPES & DRAINAGE PITS

DP819181 -EASEMENT TO DRAIN SEWAGE OVER EXISTING LINE OF


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------------------------------------------------------------


FOLIO: 1/819181 PAGE 2

------

SECOND SCHEDULE (12 NOTIFICATIONS) (CONTINUED)

---------------

PIPES & SEWER PITS

DP819181 -EASEMENT TO DRAIN WATER 2 WIDE

DP819181 -EASEMENT TO ELECTRICITY PURPOSES 2 WIDE

DP819181 -EASEMENT FOR ELECTRICITY PURPOSES OVER EXISTING

LINE OF CABLES

DP819181 -EASEMENT FOR ELECTRICITY PURPOSES & SWITCH ROOM

1 WIDE & VARIABLE

DP819181 -EASEMENT FOR TELECOMMUNICATIONS SERVICES OVER

EXISTING LINE OF CABLES & PITS

4 I942038 RIGHT OF CARRIAGEWAY VARIABLE WIDTH APPURTENANT TO

THE LAND ABOVE DESCRIBED AFFECTING PART OF THE LAND

SHOWN IN PLAN WITH I942038

5 AA339922 LEASE TO TELSTRA CORPORATION LIMITED OF THE PART

SHOWN HATCHED IN PLAN (PAGE 23) WITH AA339922. EXPIRES:

14/1/2009. OPTION TO PURCHASE.


SHOWN HATCHED IN PLAN (PAGE 23) WITH AA339922.

COMMENCING 15/1/2009. EXPIRES: 14/1/2014. OPTION TO

PURCHASE.




PURCHASE.




PURCHASE.




PURCHASE.

* 10 AF306023 CAVEAT BY ENERGYAUSTRALIA

* 11 AF352196 CAVEAT BY BUNNINGS PROPERTIES PTY LIMITED

* 12 DP1149259 ********** FOLIO CANCELLED ********** NEW FOLIOS HAVE

BEEN CREATED FOR LOT(S) 1-3 IN DP1149259

NOTATIONS

---------



DP1142828 NOTE: PLAN OF SURVEY INFORMATION ONLY

UNREGISTERED DEALINGS: NIL


107623167 po syd6 PRINTED ON 8/11/2010



Account Record Only






LAND AND PROPERTY INFORMATION NEW SOUTH WALES - HISTORICAL SEARCH

-----------------------------------------------------------------

SEARCH DATE

-----------

8/11/2010 10:54AM

FOLIO: 1/796913

------

First Title(s): OLD SYSTEM

Prior Title(s): VOL 6847 FOL 112

Recorded Number Type of Instrument C.T. Issue

-------- ------ ------------------ ----------

17/7/1989 Y241565 TRANSFER FOLIO CREATED

EDITION 1

18/8/1989 DP642469 DEPOSITED PLAN

1/9/1989 Y588476 DEPARTMENTAL DEALING EDITION 2

10/4/1991 Z528062 GRANT OF EASEMENT EDITION 3

20/8/1992 DP819181 DEPOSITED PLAN FOLIO CANCELLED

RESIDUE REMAINS



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------------------------------------------------------------


FOLIO: 1/796913

------

SEARCH DATE TIME EDITION NO DATE

----------- ---- ---------- ----

8/11/2010 10:40 AM 3 10/4/1991

LAND

----

LOT 1 IN DEPOSITED PLAN 796913

AT GREENACRE

LOCAL GOVERNMENT AREA STRATHFIELD

PARISH OF BANKSTOWN COUNTY OF CUMBERLAND

TITLE DIAGRAM DP796913

FIRST SCHEDULE

--------------

AUSTRALIAN TELECOMMUNICATIONS CORPORATION (TG Z528062)

SECOND SCHEDULE (5 NOTIFICATIONS)

---------------

1 R542131 LEASE TO THE SYDNEY COUNTY COUNCIL OF SUBSTATION

PREMISES NO 5148 AND CONTROL POINT PREMISES NO 447

(TOGETHER WITH RIGHT OF WAY AND EASEMENTS FOR

ELECTRICITY PURPOSES. SEE DP452341

2 DP642469 EASEMENT TO DRAIN WATER 2 WIDE AND SECONDLY REFERRED

TO APPURTENANT TO THE LAND ABOVE DESCRIBED

3 DP642469 EASEMENT TO DRAIN WATER 2 WIDE AND FOURTHLY REFERRED

TO APPURTENANT TO THE LAND ABOVE DESCRIBED

4 Z528062 EASEMENT FOR STORMWATER DRAINAGE APPURTENANT TO THE

LAND WITHIN DESCRIBED AFFECTING THE LAND SHOWN 2 WIDE

IN DP642010

* 5 DP819181 ******** FOLIO CANCELLED ******* RESIDUE REMAINS:

BEING ROAD. NEW FOLIOS HAVE BEEN CREATED FOR LOTS 1 & 2

IN DP819181

NOTATIONS

---------

NOTE: THE CERTIFICATE OF TITLE FOR THIS FOLIO OF THE REGISTER DOES

NOT INCLUDE SECURITY FEATURES INCLUDED ON COMPUTERISED

CERTIFICATES OF TITLE ISSUED FROM 4TH JANUARY, 2004. IT IS

RECOMMENDED THAT STRINGENT PROCESSES ARE ADOPTED IN VERIFYING THE

IDENTITY OF THE PERSON(S) CLAIMING A RIGHT TO DEAL WITH THE LAND

COMPRISED IN THIS FOLIO.

UNREGISTERED DEALINGS: NIL



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APPENDIX C Historical Aerial Photographs

report - strathfield.nsw.gov.au€¦ · the land) is significantly contaminated land at the date...

Documents