Information Regarding Environmental Audit Reports

INFORMATION REGARDING ENVIRONMENTAL AUDIT REPORTS

August 2007

VICTORIA'S AUDIT SYSTEM AUDIT REPORT CURRENCY An environmental audit system has operated in Audit reports are based on the conditions encountered Victoria since 1989. The Environmenf Profecfion Acf and information reviewed at the time of preparation 1970 (the Act) provides for the appointment by the and do not represent any changes that may have Environment Protection Authority (EPA Victoria) of occurred since the date of completion. As it is not environmental auditors and the conduct of possible for an audit to present all data that could be independent, high quality and rigorous environmental of interest to all readers, consideration should be audits. made to any appendices or referenced documentation An environmental audit is an assessment of the for further information. condition of the environment, or the nature and extent When information regarding the condition of a site of harm (or risk of harm) posed by an industrial changes from that at the time an audit report is process or activity, waste, substance or noise. issued, or where an administrative or computation Environmental audit reports are prepared by EPA- error is identified, environmental audit reports, appointed environmental auditors who are highly certificates and statements may be withdrawn or qualified and skilled individuals. amended by an environmental auditor. Users are Under the Act, the function of an environmental advised to check EPA's website to ensure the currency auditor is to conduct environmental audits and of the audit document. prepare environmental audit reports. Where an environmental audit is conducted to determine the PDF SEARCHABILITY AND PRINTING condition of a site or its suitability for certain uses, an environmental auditor may issue either a certificate or EPA Victoria can only certify the accuracy and statement of environmental audit. correctness of the audit report and appendices as presented in the hardcopy format. EPA is not A certificate indicates that the auditor is of the opinion responsible for any issues that arise due to problems that the site is suitable for any beneficial use defined with PDF files or printing. in the Act, whilst a statement indicates that there is some restriction on the use of the site. Except where PDF normal format is specified, PDF files are scanned and optical character recognised by Any individual or organisation may engage appointed machine only. Accordingly, while the images are environmental auditors, who generally operate within consistent with the scanned original, the searchable the environmental consulting sector, to undertake hidden text may contain uncorrected recognition environmental audits. The EPA administers the errors that can reduce search reliability. Therefore, environmental audit system and ensures its ongoing keyword searches undertaken within the document integrity by assessing auditor applications and may not retrieve all references to the queried text. ensuring audits are independent and conducted with regard to guidelines issued by EPA. This PDF has been created using the Adobe-approved method for generating Print Optimised Output. To assure proper results, proofs must be printed, rather AUDIT FILES STRUCTURE than viewed on the screen. Environmental audit reports are stored digitally by This PDF is compatible with Adobe Acrobat Reader EPA in three parts: the audit report (part A), report Version 4.0 or any later version which is downloadable appendices (part B) and, where applicable, the free from Adobe's Website, www.adobe.com. certificate or statement of environmental audit and an executive summary (part C). A report may be in colour FURTHER I N FORMATION and black-and-white formats. Generally, only black- and-white documents are text searchable. For more information on Victoria's environmental Report executive summaries, findings and audit system, visit EPA's website or contact EPA's recommendations should be read and relied upon only Environmental Audit Unit. in the context of the document as a whole, including Web: www.epa.vic.clov.au/envaudit any appendices and, where applicable, any certificate Email: [email protected] or statement of environmental audit. I \

55623-1-8

ATTACHlWCNT 1 SURVEY PLAN AND ENVIRONNIENTAL AUDIT OVERLAY PLAN ADSHEAD 8c McQUIE PTY. LTD. Land 8c Engineering Surveying Consultants, Planners

ACN 005 064 960 ABN 65 005 064 960 34 Kepler Street, Warmambool3280. Tel. (03) 5562 3752 Fax. (03) 5561 1659 Email address: [email protected]

REFERENCE NUMBER 1623

October 12,2004

Environmental & Earth services Vic., P. 0. Box 2253 FOOTSCRAY, VIC. 3011

Dear Ms Groves,

RE: SITE ENVIRONMENTAL AUDIT - REAR 30-32 CARAMUT ROAD,WARRNAMBOOL.

Further to a request fiom Mr Jim Dwyer Solicitor, we are pleased to advise the completion of all survey works associated with the definition of the site environmental audit. Please find enclosed the relevant Plan of Survey defining: -

* Parcel A at area 5850 square metres and being the subject of the audit; e Dimensional configuration for Parcel A and its relationship to both Saywe!l Court to the north and Fairfax Avenue/Caramut Road intersection to the southwest. 0 Connectiot: to PM number 54 as per your stated requirement in facsimile to Mr Jim Dwyer dated 2?’ September 2004.

We trust that this presentation s then suflicient for yr3ur purposes.

Yours faithfully

Adshead & McQuie Pty Ltd :.c. Mr J. Dwyer - Desmond Dunne Dyer Mr B. Johnstone Ms S. Collison, GHD.

=T A Member of me John Szwaj Geoff Forster LS ASSOCIATION OF CONSULTING LS SURVEYORS (VICIURIA) INC. Director Office Manager - ___ - - 1 I 2 I 3 4 I 5 1 6 1 7 1I 8- OFFICE USE ONLY

NOTATIONS

LAND SUB3HsT EASEMENT

NIL

PARCEL B CERTIFICATION BY SURVEYOR RESIDENTIAL 1 ZONE I JOHN SZWAl OF ADSHUU) h McQUIE mY. LTD. OF 34 KEPLER SlR€ET, WARRNAMBOOL, 3280. CERTIFY THAT THIS PIAN HAS BEEN PREPARED FROM A SURVEY MADE UNDER MY IMMEDIATE DIRECTION AND SUPERVISION IN ACCORDANCE wml THE SURVEYORS 4 ACT 1978. T 0 e

To be completed where applicable: THIS SURVEY HAS BEEN CONNECTED TO PERMANENT MARKSNO: 54 THE SUBJECI OF THE ENVIRONMENTAL AUDIT' IN PROCLAIMED SURVEY ARE4 NO. 23 THE LAND IN THE SURVEY IS SHOWN ENCLOSED BY CONTINUOUS THICK LINES. m REF: - 4rVOL10444 FoL991 LAsTpu\NREF:K4u541L PLAN OF SURVEY

CQUNlY OF VILLIERS PARISH OF WANGOOM CROWN ALLOTMENT 70 (PART)

NUMmOF SHEETS IN PLAN : 1 NUMBER OF THIS SHEET : 1 ORIGINAL 15 7.50 0 15 I I I I io suuE SHEET SCALE SIZE 1-750 I ~3 LENGMSAREINM€fRES I I J ADSHEAD & McQUIE PTY. LTD, LAND h ENGINEWINGSURVEYING OFFICE USE ONLY CONSULTANTS, PLANNERS 1623 KEPLER !3lEEI'WARRNAMBOOL 3280 MRS 01 t- 34 EL55623752 FAX.55611659 A.CN.OO5064960 1623SURKDWG EMAIL ADDRES!j Infowarrn@amsurvey,wm.au VICTORIA 1 I 7 I 9 I - I L I / I J 4 5 6 I 7 I 0 110 120 I30 140 150 160 170 180 190 1100 1110 1120 1130 1140 .50 mm 0 BY : h4RRNAMBOGL CITY COillJCIL ; 0355628774; 23-JUN.04 8~54; PAGE 4 i2

CITY CtSIJNC'I I.

DATE: ,hne 22, 2004 ?ME: 336

TO : Anissa Groves FAX: 9609 6686

FROM: Cathy Sextus PHONE: 5564 7875 Subdivision Officer FAX: 5562 8774

RE: 30 Caramut Road, Warrnambool

Number of pages Including cover sheet: 2

Please find enclosed a copy of the plan approvd as part of Planning Amendment C33 which rezoned the land from an Industrial 3 Zone to a Residential 1 Zone with a Design and Development 4 Overlay and an Environmental Audit Overlay.

Please contact me if you require a mow detailed plan.

Regards,

@-L Cathy INT BY: \VAfiFiNAMBOOL CITY COUIJCIL; 0355628774 ; 23-JUN-04- @:55; PAGE 212

DAVIDSON OVAL

30 60 -. metres

- Part of Planning Scheme Maps 4EAO & 5EAO-- LEGEND EWIROWMENTAL AUDIT OVERLAY AMENDMENT C33 ATTACHMENT 2 GHD ENVIRONMENTAL SITE ASSESSMENT REPORT

Contents

Executive Summary i

1. Introduction 1 1.1 Background 1.2 Objective 1.3 Scope of Works

2. Site Charaterisation 3 2.1 Site Location 2.2 Zoning

2.3 - Topography 2.4 Geology 2.5 Hydrogeology

3. Site History 5 3.1 Historical Aerial Photographs 3.2 Certificate of Title Review 3.3 Business Directory Search 3.4 Warrnambool City Council Records 3.5 Interviews 3.6 Previous EnvironmentalAssessments

4. Site Inspection 4.1 Site Description 4.2 Surrounding Land Uses 4.3 Potential for Contamination

5. Soil Sampling Program 9 5.1 Sample Location Rationale . 9 5.2 Soil Sampling Methodology 9 5.3 Analytical Program 10

6. Quality Assurance/Quality Control Program 12- 6.1 Explanation for Changes in Sample Identification 12 6.2 MGT Transcription Error 12 6.3 Field QC Sampling Program 13

31115352U9013 Environmental SbAssassment Rear of 30 8 32 Caramut Road. Wanambool. Viria 6.4 Conclusions of WQCProgram 14

7. Guideline Criteria 15

8. Results of Investigation 17 8.1 Soil Stratigraphy and Geology 17 8.2 Soil Analytical Results 17 8.3 Inorganic 17 8.4 Organics 20

9. Conclusions 21

10. References 24

11. Limitations .25

Figure Index Figure 1 Site Location Figure 2 Site Plan and Surrounding Land Uses Figure 3 Sample Locations

Table Index Table 1 Summary of Groundwater Database Search 4 Table 2 Historical Aerial Photograph Descriptions 5 Table 3 Summary of Individual Sample Analysis (Natural Soil) 10 Table 4 Summary of Individual Sample Analysis (Fill materials) ~- 11 Table 5 Grid-Based Samples - Composite Analysis 11 Table 6 Discrepancies in Sample Identification Numbers 12 Table 7 Summary of Inorganic Exceedences 18 Table 8 Summary of Chromium Speciation Analytical Results 18 Table 9 Results of Leachability Analysis 19

Appendices A Site Survey Plan B Groundwater Database Search Results

31/15352/79013 Envimnmental SiAssessment Rear of 30 8 32 Cafamut Road, Warmambool. Victoria C Historical Land Titles D Borehole Logs E Tabulated AnalyOcal Results Table F NATA Stamped MGT and WSL Laboratory Results Sheets

31/15352/79013 EnvironmentalSi AssessmenC Rear of 30 8 32 Caramut Road. WartTIambool. Victoria Executive Summary

Mr Bill Johnstone engaged GHD Pty Ltd to conduct an Environmental Site Assessment (ESA) at the property described as the rear of 30 8 32 Caramut Road, Warrnambool. The investigation was limited to a 0.58 Ha L-shaped parcel of land (Parcel A) as defined in the site survey (Appendix A). The Site was undeveloped at the time of this ESA, apart from a small storage shed.

Site History and Inspection Based on the findings of the site history and site inspection conducted on 21 June 2004, GHD concludes:

B The Site was undeveloped grassland prior to the 1980s. A small storage shed was constructed on the Site around this time. The shed was used for storage of various equipment and materiais for the aluminium products manufacturing process. No indication of any potentially contaminating activlty was identified to have occurred at the Site.

B The surrounding area was developed in the 1960s and 1970s. In the 1970s the South-West Aluminium and Glass (SWAG) factory was established on the property to the west of the Site. SWAG operations involved making of aluminium-fabricated products such as doors and window frames. The SWAG operations included aluminium cutting machinery and joining equipment. No significant volumes of chemical materials relating to such activities (eg. oil, grease) were observed or reported to be stored in the SWAG shed.

B Some minor fill was observed in the northern part of the Site, manifested as a slight raise in the topography. There was no reduced grass growth associated with the minor area of fill.

Groundwater A search of the Victorian Groundwater Database showed that 65 registered groundwater wells exist within a 1.5 km radius from the site. Seven groundwater wells exist within 300m from the site, and TDS concentrations reported for three of these groundwater wells ranged from 793 to 1171 mgR. Based on these TDS concentrations, the beneficial uses of groundwater would be classified in 'Segment A to 'Segment B,under the Victorian State Environment Protection Policy 'Groundwaters of Victoria" 1997. Based on the results of the site history and the soil analysis, there was no indication of any potential for groundwater contamination arising from current or past activities at the site and hence groundwater assessment was not considered necessary.

Soil Investigation Based on the site history carried out as discussed in this report, GHD conducted a soil sampling and analysis program to characterise the soil quality at the Site. The investigation involved 19 grided and targeted sample locations spread across the site.

31/15352/79013 Environmental Site Assessment i Rear of 30 B 32 Camnut Road. Warmambool. Wctoria Soil samples were analysed for a broad range of parameters. Based on the results of the soil investigation, GHD concluded the following. - Fill Some minor fill was noted in northern part of the Site to a depth of approximately 0.35m. No staining or odorous material was noted within the fill, and natural soil was encountered below the fill in two boreholes (BH17 and BH18). It is understood that the fill was sourced from the adjacent property (to the west) and resulted from levelling a small area of the property prior to building on the adjacent land. The laboratory analytical results for the fill showed: Concentrations of inorganic and organic parameters were below the HIL-A and EIL screening criterion, with exception of arsenic and chromium. Chromium speciation analysis confirmed that total chromium concentrations consist of primarily of chromium 111, and that these levels are significantly below the HILA criteria for chromium 111. Leachability analysis showed that arsenic, chromium and nickel are not highly leachable in the fill, suggesting that these metals have limited bioavailability and phototoxicity.

Natural Soil Profile

. Natural soil stratigraphy is extensive over the Site and dominated by an organic-rick gradational soil profile. The analytical results showed that concentrations of inorganic and organic parameters in samples collected from the natural soil profile were below the HIL-A and EIL screening cnterion, with the exception of chromium, arsenic, cobalt and nickel. Total chromium concentrations in the natural soil profile were shown to primarily relate to chromium Ill and do not exceed the HILA criteria. Arsenic concentrations in TPV0.1 (31 mgkg), BH17A.0 (60 mg/kg) and BH18A.0 (52 mgkg) were reported slightly above the applicable ElLs (20 mg/kg). The background sample reported a concentration of arsenic of 30 mgkg, which is also above the EIL. The arsenic concentrations are likely to relate to background levels and are not considered a significant environmental concern. Cobalt concentrations exceeded the modified criteria in two composite samples. As the concentrations reported in the composite samples are within the range of concentrations reported in the individual samples, GHD considered that such concentrations relate to background levels in the area. Nickel concentrations in 15 samples were slightly above the applicable EIL criterion (60 mg/kg). The concentration of nickel in the ‘background sample was 19 mg/kg. Due to the consistent concentrations of nickel across the Site, these concentrations are considered to relate to background levels in the area.

31/15352/79013 Environmental Site Assessment ii Rear of 30 & 32 Caramut Road, Warmarnbocl. Viria D The leachability analysis showed that concentrations of arsenic, chromium and nickel in the soil are not highly leachable in the fill. This suggests that these metals have very low and limited bioavailability.

D Concentrations of organic parameters were below detection limits for all samples analysed. There was no evidence to suggest organic contamination in soil above the applicable screening criteria at the Site.

Suitability for Residential Development

Based on the results of this ESA, the Site is considered of suitable environmental . quality for residential development. These conclusions must be read in conjunction with the other parts of the report and the limitations detailed in Section 11.

3111 5352179013 Environmental Site Assessment iii Rear of 30 8 32 Camnut Road, Warmambwl. Victoria I. Introduction

GHD Pty Ltd was engaged by Mr Bill Johnstone to conduct an Environmental Site Assessment (ESA) at the property described as the rear of 30 & 32 Caramut Road, Warrnambool (Figure 1). The ESA was limited to a 0.58 Ha L-shaped @arcelof land (Parcel A) as shown in the survey plan presented in Appendix A (herein referred to as the Site). At the time of this ESA, the Site was vacant grassland apart from a small storage shed.

1.1 Background GHD understands that the proposed future use of the Site is low density residential. Based on the Warmambool City Council Planning Scheme (updated 26 August 2004), the Site is zoned for residential use; however, an environmental audit overlay exists over the Site. The Council indicated that an assessment of the environmental suitability of the Site for residential land use is required prior to approval of any residential development, in accordance with the Warrnambool City Council Environmental Overlay (in response to the Minister Direction NO 1, 1992). The requirements being: Before a sensitive use (residential use, child care centre, pre-school centre or primary school) commences or before construction or carrying out of buildings and works in association with a sensitive use commences, either: - A certificate of environmental audit be issued for the land in accordance with Park IXD of the Environment Protection Act 1970, or - An environmental auditor appointed under the Environment Protection Act 1970 must make a statement in accordance with Part IXD of that Act that the environmental conditions of the land are suitable for the sensitive use.

1.2 Objective The objectives of this assessment were to:

D Conduct an environmental assessment of the Site in general accordance with the applicable guidelines, and in consultation with the Environmental Auditor (Ms Anissa Groves of EES) engaged by Mr Johnstone; and

D Provide conclusions and recommendations regarding the suitability of the Site for residential land uses.

1.3 Scope of Works The following scope of work was undertaken by GHD as part of this ESA:

Desk-top Study and Site Inspection D Review of Site physical characteristics including location, topography, geology and hydrogeology from published maps and reports;

31/15352/79013 Environmental Site Assessment I Rear of 30 B 32 Caramut Road. Warmambool. Victoria D Review of previous investigations (if any) undertaken at the Site and other data available regarding the Sites;

D Review of available historical aerial photographs; land title information; and Wamambool Crty Council records.

B A site inspection including: - observing current operations and site conditions; - interviews with site owner; - visual identification of areas of potential surface contamination and filled or excavated areas; - identifying neighbouring land-uses; - review of any hazardous materials inventory records (where applicable); and B Identification of areas of potential environmental impacts.

Soil Sampling Program B Design of soil sampling program based on desktop study;

B Develop test pits and boreholes;

B Collection of soil samples and laboratory analysis;

B Interpretation of the analyttcal results including comparison with relevant criteria for environmental quality for the proposed land use; and

D Preparation of an ESA Report, detailing conclusions and recommendations regarding the suitability of the Site for residential land uses. - This assessment was carried out in general accordance with the Australian and New Zealand Guidelines for the Assessment and Management of Contaminated Sites, 1992, the Australian Standard Guide to the sampling and investigation of potentially commentated soil, AS4482.1, 1997, and the National Environment Protection (Assessment of Site Contamination) Measure (NEPM). 7999.

31115352179013 Environmental Sib Assessment 2 Rear of 30 8 32 Caramut Road, Warmambod. Victoria 2. Site Charaterisation

2.1 Site Location The Site encompasses a 0.58 Ha ‘L-shaped‘ parcel of land (Parcel A) as defined in the survey plan (Appendix A). The Site comprises part of the property described as the rear of 30 & 32 Caramut Road, Warrnambool. At the time of this ESA, the Site had not been subdivided from the parent land tile (Appendix A, Title Plan 10444/991). The Site was observed to be vacant grassland apart from a small storage shed, approximately 100 m2 in size. The Site is bound to the south by the Davidson Oval; to the east and north by residential dwellings; and to the west by industrial land uses.

2.2 Zoning The Warmambool City Council Planning Scheme (updated 24 April 2004) indicates the Site was zoned R1Z (Residential 1 Zone), and that an environmental audit overlay exists for the Site. However, environmental significance and heritage planning overlays does not exist for the Site.

2.3 Topography The Australian Topographical Survey (1:lOO 000) Sheet 7321 Edition 1 indicates that the Site is located at grid reference WH XC275523 at an elevation of less than 20 metres Australian Height Datum (mAHD). The Site is generally flat, with a gentle slope towards the northeast.

2.4 Geology The Geological Survey Map of Victoria 1976 (1:l 000 000) indicates the geology of the Site is composed of inland dunes and aeolian sand sheets of Quaternary age, including sand and silty sand. The dunes are indicated to mark the paleo shoreline.

2.5 Hydrogeology The Groundwater Resources of Victoria (1:lOOO 000) Map 1982 indicates that the Site is located within the Otway Groundwater Basin. The South Western Victoria, Water Table Aquifers Map, Edition 1, 1995 indicates groundwater in the area contains moderate salinity levels (1001-3500 mg/L of Total Dissolved Solids (TDS)). Based on these TDS levels, this aquifer has the potential to be used for the following beneficial uses and can be classified as Segment B under the Victorian State Environment Protection Policy “Groundwaters of Victoria” 1997.

D Potable Mineral Water;

B Irrigation;

D Stockwater;

31115352179013 Environmental Site Assessment 3 Rear of 30 8 32 Caramut Road. Wannambool. Victoria D Industry; and

D Ecosystem protection.

2.5.1 Hydrogeological Flow Typically, groundwater follows surface topography and local drainage patterns and flows from higher elevations towards lower elevations. The surface topography of the Site suggests that the groundwater flow direction is to the northeast, towards the closest open water body, the Mem River, approximately 1 km to the northeast of the Site.

2.5.2 Victorian Groundwater Database Search GHD conducted a search of the Victorian Groundwater Database on the 10 November 2004 for all registered wells within a 1.5km radius of the site. The search showed that 65 registered groundwater wells exist within the defined radius. The results of the search for each groundwater well are presented in Appendix B. Seven groundwater wells were located within 300 m of the site. The details of these wells are sumrnarised in Table 1.

Table 1 Summary of Groundwater Database Search

BoreID Easting Northing Depth Lithology SWL TDS (mbgs) (mbgs)

9950314 54627411 5752864 -

~~ ~ ~~ ~ 99516 54627843 5752895 - 99627 54627800 5752780 27.4 15.2 1171 99773 54627850 5752850 25.6 Limestone 19.5 793 99804 54627750 5753150 12.1 Sand 5.5 1098 99865 54627320 5752850 61 Limestone 24.4

145060 54627500 5753000 12.3 ..’ - The lithologies intersected by groundwater wells proximal to the site suggest that there may be two aquifers in the area; a shallow groundwater system in a sand aquifer and a deeper groundwater system in limestone aquifer. TDS concentrations were reported for three of the groundwater wells within 300m of the site, ranging between 793 and 1171 mgR. Based on these TDS concentrations, the beneficial uses of groundwater would be classified in ‘Segment A’ to ‘Segment B, under the Victorian State Environment Protection Policy ’Groundwaters of Victoria” 1997.

31/15352/79013 Environmental Sits Assessment 4 Rear of 30 8 32 Caramut Road. Warmambool. Viiria 3. Site History

GHD undertook a review of historical data for the Site including, aerial photographs, historical title certificates, Council records and interviews with Wlr Johnstone (Sie owner). The following section outlines the results of the Site history review.

3.1 Historical Aerial Photographs Historical aerial photographs of the Site and surrounding area (obtained from the Land Victoria Aerial Photography Register) were reviewed for 1948,1968,1973,1979 and 1986. The aerial photographs are summarised in Table 2.

Table 2 Historical Aerial Photograph Descriptions

RunMlml Description Year Dhoto

61609138 D The Site and surrounding area was undeveloped grassland I 1948 farmland. 3/2188/21 D The Site and surrounding area was generally undeveloped grassland Ifarmland. 1968 D The land to the southeast of the Site was developed with residential dwellings.

D The Site continued to be undeveloped grassland.

D The land directly adjacent to the west of the Site was developed by the SWAG factory shed-structure. To the west, across Caramut Road, the land was partially developed for commercial I industrial activities. A number of large sheds were present. 1979 8,3316/100 D The Davidson sports oval and clubrooms were developed to the south of the Site.

D The land to the north and east of the Site remained undeveloped. D The Site was still undeveloped except for a small storage shed. The remainder of the Site was undeveloped grassland. 1987 4140771153 D The surrounding land uses were generally similar to those present in 1979.

3.2 Certificate of Title Review A historical tile search was carried out on 25 May 2004 for the Site. Title information was obtained from the Victorian Lands Title Office, Melbourne. Results of the historical title search are presented in full in Appendix C, and summarised below.

3111 5352179013 Environmental Site Assessment 5 Rear of 30 8 32 Caramut Road, Warmambool. Victoria The Site occupies part of Lot 2 of the Land Tile 10444/991, currently owned by Mr and Mrs Johnstone. This tile was created from parent land titles 10404/551 and 10436/564 in May 1999.

D Land title 10404/551 was owned by Mr & Mrs Johnstone from 1984 to 1999;

D Land title 104361564 was owned by South West Aluminium & Glass Pty Ltd from 1984 to 1999. Prior to 1984, Elloree F'ty Ltd (Elloree) and Fotheringham Nominees Pty Ltd (Fotheringham) owned the land tiles comprising the Site and surrounding area.

3.3 Business Directory Search Historical business directories were not available for the Site or surrounding area.

3.4 Warrnambool City Council Records On 23 July 2004, GHD requested record of any environmental incidents on the Warmarnbool City Council records relating to the Site. No environmental incidents were indicated to be registered with its records.

3.5 interviews On 21 June 2004, GHD conducted interview with Mr Johnstone (current Site owner). The following summarises anecdotal Site information from this interview. Mr Johnstone indicated to the best of his knowledge:

D The Site has not been used for any industrial activities in the past,

D Soil material from the adjacent Site to the west was used to level the northern part of the Site; and

D The storage shed had not been used to store any significant volumes of any chemicals material in the past.

3.6 Previous Environmental Assessments No previous environmental assessments for the Site were provided to GHD for review as it was understood that no previous assessment was conducted.

31/15352/79013 Environmental Slte Assessment 6 Rear of 30 8 32 Catamut Road, Warmambool. Victoria 4. Site.Inspection

A Site inspection was conducted by GHD experienced field staff on 21 June 2004. The following section details the results of the Site inspection. '

4.1 Site Description The Site had a gradual slope towards the northeast. A fence running north south divided the east and west portion of the Site. Some minor fill was observed in the northern part of the Site, manifest as a slight raise in the Site topography. The approximate extent of the fill is shown in Figure 3. There was no reduced grass growth, discolouration or odours associated with the minor area of fill. Mr Johnstone indicated the fill was derived from the neighbouring property. The central southem part of the Site was occupied by a storage shed, which was the sole structure on the Site. A gravel access road and parking area existed along the northem part of the shed. The remaining area of the Site was covered with grass. The storage shed covered an area of approximately 100m2and was constructed circa 1980. The base of the shed was paved with a 0.2 metre thick concrete slab. The concrete was in good physical condition. Some hydrocarbon staining was observed on the surface of the concrete near the entrance to the shed where a mobile hydraulic hoist was stored. The shed was used for storage of various equipment and materials used in the aluminium products manufacturing process. The following materials were observed to be stored in the shed during the site inspection:

D A mobile hydraulic hoist, containing hydraulic oil in the hoist pistons;

D Various hand tools stored on shelves;

D Methylated spirits contained within two 20 Litre sealed metal containers; D Aluminium and other metal beams stored on shelves; and

D Wood beams. A sign on the shed indicated Hazardous Chemical Storage ('HAZCHEM"). Mr Johnstone indicated that methylated spirits was the only chemical that had been stored in the shed. The area around the out side of the shed was previously used for storage of aluminium, other metals and wood material. These materials had been recently cleared. At the time of this inspection, bare patches of grass existed where materials were formerly stored.

4.2 Surrounding Land Uses The land uses in the surrounding area are summarised as follows:

31/15352n9013 Environmental Site Assessment 7 Rear of 30 8 32 Caramut Road, Wannarnbool. Victoria D To the north of the Site the land was undeveloped, and to the northwest the land was developed with two sheds used as a carpenters workshop and general storage;

D To the east the land was developed for residential use;

D To the south was the Davidson Football Oval; and

B To the west SWAG operated an aluminium products manufacturing plant, described further below. Southwest Aluminium & Glass Pty Ltd (SWAG) was the proprietor of the land directly adjacent to the west of the Site (Lot 1, 30 Caramut Road). A shed structure, approximately 1000m2 in size, constructed circa mid 1970’s existed on this adjacent Lot. GHD inspected the operations on 21 June 2004 and noted the following observations:

B The SWAG operations involved making aluminium-fabricated products such as doors and window frames;

D Primary raw materials aluminium framing and glass was stored in the east of the shed;

D Machinery in the shed included aluminium cutting and joining equipment;

D No large volumes of hazardous materials were observed or reported to be stored in the SWAG shed; and

D The west part of the building was used as an office and products display room.

4.3 Potential for Contamination Based on the results of the Site history review and Site inspection, GHD concludes:

D No potentially contaminating activities have been identified to have occurred at the Site; D No storage of significant volumes of potentially contaminating materials was observed or reported to have occurred on the Site; and

D Some minor fill was noted on the northern part of the Site. Mr Johnstone indicated the fill was derived from the neighbouring property.

31115352n9013 Envimnmental SbAasessntent 8 Rear of 30 8 32 Caramut Road, Warmarnbool. Viitia 5. Soil Sampling Program

A soil sampling program was developed to assess the soil qualtty at the Site with regard to potential contaminants. The soil sampling program included a broad suite of parameters typically associated with contaminated Sites. For a Site of 0.58 ha, the Australian Standard Guide to fhe sampling and investigation of potentially contaminated soil ASM82.1, 1997 prescribes a sampling density of 15 grid-based sampling locations.

5.1 Sample Location Rationale The soil sampling program conducted by GHD consisted of 15 systematic grid-based locations and 4-targeted locations over the Site, as shown in Figure 3. Variations to the grid-based locations included:

D The locations of TP1, TP2, TP7 and BH9 were adjusted within the grid to target potential isolated contamination resulting from any potential boundary disposal of waste, chemicals or disposal of scrap metal behind the shed; D TP13, TP14, BH15 and TP16 were positioned to target areas of surface discolouration identified during Site inspection, in particular BHI 5 was located in an area of minor hydrocarbon staining on the concrete base within the storage shed;

D BH17 and BH18 intersected the fill in the northern part of the Site; and

D A background sample location was selected approximately 80 m to the south of the Site, adjacent to the sports oval in natural soil.

5.2 Soil Sampiing Methodology On 21 June 2004,14 test pits were excavated at the site using a backhoe to a maximum depth of 2 metres. Two boreholes (BH9 and BH15) were drilled through the concrete base of the storage shed, and samples collected using a hand auger. The soil profile field description was recorded in each test pit and borehole, including grain size distribution, colour, density and moisture content, and the presence of staining or obvious odour was noted. Soil samples were collected from O.lm, 0.5m and 1.0m intervals in each test pit and at 2 metres depth in TP2 and TP7, in accordance with GHD standard procedures. A photo ionisation detector (PID) was used to measure the presence of any hydrocarbon vapours. On 26 July 2004, three boreholes were developed in the northern part of the Site to 1.Om depth using a hand auger. Soil samples were collected from O.lm, OSm, and 1.Om intervals in each borehole. The soil description was recorded in each borehole and a PID was used to measure for the presence of any hydrocarbon vapours. A background sample was collected from natural soil to the south of the Site. The sample was collected from 0.1 m depth using a hand auger.

31/15352n9013 Environmental Site Assessment 9 Rear of 30 8 32 Caramut Road, Warmarnbool. Victoria New disposable gloves were used during soil sampling. Soil samples were placed in laboratory-supplied clean glass jars and stored in an insulated cooler on ice. A total of 36 soil samples were collected and submitted to MGT Environmental Consulting (MGT), with corresponding chain-of-custody documentation. Split duplicate samples were sent to WSL Consulting Pty Ltd (WSL). Both MGT and WSL are accredited by the National Association of Testing Authorities (NATA) for the testing completed.

5.3 Analytical Program The analytical program was designed in consultation with the Environmental Auditor. The program included analysis for a broad suite of parameters, as outlined in the following sections.

5.3.1 Individual Analysis (Natural Soil Samples ) The analyses conducted on soil samples collected from the natural soil profile at the site are outlined in Table 3.

Table 3 Summanr of Individual SamDle Analvsis (Natural Soill

Analysis Depth (m) BoreholelTestpit Inorganics ', PH surface (0.1) TP1, TP2, TP3, TP4, TP5. TP6, TP7, BH9, TP10, TP12, TP13, TP14, BH15, BHl9

MAHs', TRH3 surface (0.1) TP5, BH15, BH17

Crlll/CNI4, Leachability (As, Surface (0.1) BHl9 Cr, Nif'and pH

Metals (Cu, Cr, Co, Ni)' 0.5 BH19

MAHs, TRHs 0.5 TP3

Inorganics, pH 1.0 BH19

As, Cr, pH 1.o BH17, BH18 Inorganics, pH, PAHs 0.1 Background Notes: 1: lnorganics including, antimony, arsenic, beryllium, cadmium, chromium, cobalt, copper, lead, mercury, molybdenum, nickel, selenium, tin and zinc.

2: Mono-Aromatic Hydrocarbons (MAHs);

3: Total Recoverable Hydrocarbons (TRHs). 4: CrlllICNI speciation was conducted to determine the form of chromium detected in the soil profile. Crlll is significantly less toxic than CNI and the NEPM present separate criteria for each form. 5: Leachability analysis (TCLP) was performed on As, total Cr and Ni as they were found to exceed the EIL (See section 7). This leachability test is a commonly used measure to broadly assess the mobility of the metal in the soil.

31/15352179013 Environmental Site Assessment 10 Rear Of 30 8 32 Caramut Road, Warmambool. VictDria 6: Cu, Cr, Co and Ni were analysed in BH19-0.5 due to exceedences of the modified HIL-A and EIL (Seesection 7) noted in the composite samples for this depth. Soil samples collected from TP8, TPl 1 and TP16 were not analysed due to the consistent lithologies encountered in adjacent test pits and hence the likelihood of similar analytical results: The analysis conducted on soil samples collected from the fill are outlined in Table 4.

Table 4 Summary of Individual Sample Analysis (Fill materials)

Analysis Depth (m) Boreho le!Testpit Inorganics, pH surface (0.1) BH17, BH18

PAHs surface (0.1) BH17, BH18

MAHs, TRHs, PCBs, surface (0.1) BH17 Pesticides, Cyanide, SUlDhate. CHCs

Crlll/CrM, Leachability (As, Surface (0.1) BH17 Cr, Ni) Crl II/CrM Surface (0.1) BH18

5.3.2 Composite Analysis Six soil samples were selected for analysis as >part composites (only samples from the same depths and soil horizon were composited). Composites were analysed for the analytes mentioned in Table 5 below.

Table 5 Grid-Based Samples - Composite Analysis

Individual Samples Composite Analysis Composite Identification Comprising Composite

PCBs, Pesticides, PAHs, COMPl TP3-0. I,TP4-0. I,TP6-0.1 CHCs, Cyanide, Sulphate

PCBs, Pesticides, PAHs, TP13-0.1, TPl4-O.1, BH15 COMP2 CHCs, Cyanide, Sulphate 0.1

PCBs, Pesticides, CHCs, COMP3 (Referred to as PAHs, Cyanide, Metals, COMPl in MGT report TP3-0.5, TP4-0.5, Tp6-0.5 Creosol, Phenolics 173368)

PCBs, Pesticides, PAHs, COMP4 (Referredto as Cyanide, Metals, Creosol, COMP2 in MGT report BH9-0.5, TP10-0.5, TP12-0.5 Phenolics 173368)

3111 5352179013 EnvironmentalSite Assessment 11 Rear of 30 B 32 Caramut Road, Watmambool. Victoria 6. Quality Assut-ance/QuaIity Control Program

GHD is committed to a rigorous quality assurancdquality control (QA/QC) program as part of our field procedures, which are based on relevant Australian Standards and industry common practice. The WQCprogram undertaken as part of the assessment by GHD included the following: Implementation of GHD field procedures including sampling equipments decontamination when required; Preservation of samples with ice during transport from the field to the laboratory; Implementation of field QA procedure; Transportation of samples with accompanying Chain-of-Custody documentation; Collection of blind and split duplicate samples and review of Relative Percent Difference (RPDs); Comparison of field and analytical data; Compliance with sample holding times; and Review of internal analysis of QC and laboratory duplicates.

6.1 Explanation for Changes in Sample Identification GHD notes the following changes in the identification numbers between the sample initial field ID and sample ID in this report, outlined in Table 6.

Table 6 Discreoancies in SarnDle Identification Numbers

Laboratory Field Sample ID in this RationaleKomment Report sample ID report

MGT-173286 TP9 (A) BHl50.1 Changed to reflect the sequence of boreholeshestpits.

MGT-173368 COMPI COMP3 Original sample ID was already assigned.

MGT-173368 COMP2 COMP4 Original sample ID was already assigned.

6.2 MGT Transcription Error On the 2 July 2004 MGT issued a report containing analytical results for soil samples collected on 21 June 2004 (MGT Report No 173286). One of the results contained in the report (COMPI JN3359deIta BHC 5.9mgkg) was subsequently found to be incorrect due to a transcription error. A replacement report dated 8 August 2004 was then issued. The results in this replacement report supersede the previously transmitted results.

31/15352/79013 Environmental SiAssessment 12 Rear of 30 8 32 Caramut Road, Warmambool. Md~ria 6.3 Field QC Sampling Program The QC sampling program conducted during this investigation involved collection of samples to ensure data reliability by identrfying any errors due to possible sources of cross contamination, inconsistencies in sampling, and analytical techniques used. A quantitative measure of the accuracy of the results obtained was undertaken by calculating the relative percentage difference (RPD) values for each duplicate pair. The RPD values were calculated using the following equation.

RPD(%) = (cO-cs) x 100 r0ics) where Co = concentration obtained from the original sample Cs = concentration obtained from the split or duplicate sample The RPD was used to normalise each pair of results, allowing better data interpretation and reliability. For RPD values that exceed a generally accepted 30 - 50% limit (AS 4482.1 - 1997), correlations of data between the sample pair is considered poor, however, consideration needs to be given to the inherent heterogeneity of the sampled matrix, the type of contaminant, and the concentrations detected. The duplicate samples with an RPD within the above-mentioned range are considered to have acceptable correlation.

6.3.1 Blind and Spit Duplicate Samples One soil sample was duplicated in the field and assigned a coded ID without any indication of sample location. The blind duplicate (TP510.1 - QAl) was submitted to MGT for analysis. In general accordance with AS4482.1, GHD considers that analysis of one blind sample provides suitable quality control for the 22 individual soil analyses performed to characterise soil quallty at the site, corresponding to 4.5% of the sample set. Two soil sample were split (or duplicated) in the field. One (TP5-0.1 - QA2) of the two spilt samples was submitted to both MGT Laboratory and WSL Laboratory for analysis. In general accordance with AS4482.1, GHD considers that analysis of one spilt sample provides suitable quality control for the 22 individual soil analyses performed to characterise soil quality at the site, corresponding to 4.5% of the sample set. The RPD was calculated for each duplicate analysis pair. The results of the RPD are summarised below:

B RPDs for all analyte pairs of the blind duplicate analysis were acceptable as they ranged between 7% and 17%. B RPDs for all analyte pairs of the split duplicate samples were acceptable as they were below 50% except for one pair (the RPDs ranged between 14% to 55%). The RPD for cobalt was 55%, slightly exceeding 50%. This anomalous RPD is believed to relate to minor differences in low concentrations and is not considered to compromise the validity of the data set.

31/15352/79013 EnvironmentalSlte Assessment 13 Rear of 30 & 32 Caramut Road, Warmambwl. Vioria 6.3.2 Rinsate and Trip Blank

A rinsate and trip blank sample was inadvertently omitted for the soil sampling events As part of GHDs WQC, all due care was taken in cleaning sampling equipment between each test pit location and new disposable gloves were used to collect each sample, hence reducing the possibiltty of cross Contamination between locations. It is not considered that the absence of rinsates or trip blanks has compromised the data integrrty.

6.3.3 Integration of Field Observation and Analytical Data The field observations and the analytical results were assessed together as part of the data interpretation. PID readings were all below 2 ppm, representing background levels, which is consistent with an absence of volatile concentrations detected in the soil analysis and there was also strong correlation between the laterally consistent geology and the relatively consistent soil analytical results across the site. The field observations were also consistent with the site history information.

6.3.4 Laboratoty Internal Quality Control MGT conducted internal QC program including sample duplicates, spike recoveries and method blanks. The following summarises the results of the laboratory internal quality control:

D Method blank results were all less than detection limits;

D Spike percentage recoveries were between 81% and 134%; and

D RPD for duplicate samples ranged between less than detection (0%) to 9%.

6.4 Conclusions of WQCProgram Based on the results of the WQC program as detailed above, the following is concluded:

D The internal laboratory qualtty control program reported acceptable results;

D The field sampling procedure was carried out in general accordance with the GHD WQC program, with the exception of the omittance of rinsate and trip blank samples;

D The RPDs for blind and split samples were acceptable;

D Laboratories used were NATA accredited for the analyses performed; and

D Samples were analysed within the applicable holding times. It is concluded that the sampling and analytical programs were acceptable and the WQC results obtained are of reliable quality to reach the conclusions made in this report.

31/15352/19013 Environmental SiAssessment 14 Rear of 30 8 32 Carsmut Road, Wamarnbcol. VIM 7. Guideline Criteria

Assessment of soil contamination in Victoria is governed by the State Environment Protection Policy (SEPP) (Prevention and Management of Contamination of Land), June 2002, enforceable under Section 16 of the Envimnment Protection Act 7970. Commonly referred to as the ‘Land SEPP’, the policy endorses the NEPM as the key guidance document in contamination assessment and confirms that the ecological and human health investigation levels. provided in the NEPM are the key objectives to be met for the protection of the beneficial uses of land.

7.1.1 Environmental Screening Criteria In accordance with the Land SEPP, the Ecological Investigation Levels (EILs) provided in the NEPM (1999) have been adopted as the environmental screening criteria. If concentrations do not exceed these criteria, all beneficial uses of land are protected. However, based on specific development scenarios, sensitive land use could still be protected with some environmental management measures and in cases with a site specific risk assessment. The NEPM nominates interim urban land use EILs, which are provided in the absence of more comprehensive regional ElLs and are based on considerations of phytotoxicity and soil survey data from urban residential properties in four Australian capital cities. The ElLs are intended to be for the assessment of existing contamination only and are used to prompt more detailed Sitespecific investigations where they are exceeded. Where no ElLs are nominated in the NEPM, reference has been made to the ‘B values given in “Australianand New Zealand Guidelines for the Assessment and Management of Contaminated Sites” (ANZECWNHMRC 1992). Where no value is available in those guidelines, the ANZECCINHMRC document recommends the use of the Dutch ‘B’ guidelines, which represent a level at which further consideration or action was required. In the absence of suitable Victorian guidelines, the NSW EPA (1994) Guidelines for Assessing Service Station Sites, sensitive land use criteria, have been adopted as environmental screening criteria for the assessment of total petroleum hydrocarbon and monocyclic aromatic hydrocarbon contamination.

7.1.2 Human Health Criteria In accordance with the requirements of the Land SEPP, the Health Investigation Levels (HILs) provided in the NEPM have been adopted for the assessment of potential human health impact. The HlLs are based on levels developed by the National Environmental Health Forum (NEHF, 1996) for various contaminants and a range of land uses including:

An Investigation Level is the concentration of a contaminant above which further appropriate investigation and evaluation will be required (ANZECCMHMRC. 1992).

3111 5352/79013 Environmental Site Assessment 15 Rear of 30 8 32 Cararnut Road, Warmambcol, Victoria D ‘A - ‘Standard’ Residential with gardedaccessible soil: includes children’s day care centres, kindergartens, preschools and primary schools; D ‘D’- Residential with minimal opportunities for soil access; D ‘E- Parks, recreational open space, playing field, secondary schools; and D ‘F‘- CommerciaVlndustrial: includes premises such as shops and offices as well as factories and industrial Sites. For this assessment, the NEPM ‘A HlLs (HIL-A) have been adopted for the assessment of human health, considering the potential for low density residential development at the Site.

7.1.3 Composites When analysing composite samples, the levels have been modified (weighted) according to the number of combined individual samples. This approach avoids masking any elevated concentrations as a result of dilution effects. It is noted that in some instances, comparison against a modified criteria can result in a false positive result.

3111 5352l79013 Environmental SiAssessment 16 Rear of 30 8 32 Cararnut Road. Wanarnbcml. ViM ~ .: a",--...... -. .&<6p . .. .. '.- . ;-. . .:. ... .,. -

8. Resu its of Investig at ion

8.1 Soil Stratigraphy and Geology Borehole logs detailing the stratigraphy intersected during this investigation are provided in Appendix D. The following section describes the stratigraphy encountered.

8.1.1 Natural Stratigraphy Natural stratigraphy at the Site is dominated by an organic-rich soil profile grading from a brown, moist, loose, gritty silt at the surface to a light brown, dry, firm, silty clay at greater than 1 meter below ground surface (mbgs). Basement geology was encountered within TP2 at 2 mbgs, comprising a very hard, light brown siltstone formation. A red / brown, dry, firm basal clay layer was encountered in TP7 at 2 mbgs. The profile encountered in all test pits was similar, suggesting that this natural soil profile is laterally extensive in the Site area.

8.1.2 Fill Fill was noted in BH17 and BH18 to a depth of approximately 0.35 mbgs. The fill was a heterogeneous mix of brown clay, silt and grit. No staining or odorous material was noted. Natural soil was encountered below the fill in both boreholes. The approximate extent of the fill is noted in Figure 3.

8.1 -3 Groundwater Groundwater was not intersected by any boreholes drilled as part of this investigation. Based on the results of the groundwater database search, groundwater in the area is expected to be greater than 5.5 m below ground suFface (See Section 2.5.2).

8.2 Soil Analytical Results Tabulated analytical results with adopted acceptance criteria are presented in Appendix E, NATA certified laboratory reports for all soil sample analyses are presented in Appendix F, with the chain-of-custody documentation. A summary of the results is provided below.

8.3 Inorganic The analytical results reported concentrations of inorganic parameters in all samples analysed below the HIL-A screening criteria, with the exception of total chromium, cobalt and nickel in some samples as outlined in Table 7 below.

3111 5352l79013 Envlronrnental Site AaseSSment 17 Rear of 30 a 32 Caramut Road. Warmambool, Vctoria Table 7 Summary of Inorganic ficeedences

Sample ID Part- Lithology Exceeding HILA composite concentrations (mglkg) (m Wg)

TPl-O.l 1 (individual) Natural 120 (total Cr) 100

TP17-O.1 1 Fill 150 (total Cr) 100

TP17-1.0 1 Natural (below 130 (total Cr) 100 Fill)

TP18-0.1 1 Fill 140 (total Cr) 100 TP18-1 .O 1 Natural (below 110 (total Cr) 100 Fill)

COMP3 3 Natural 77 (total Cr) 33 69 (Co ) 33 220 (Ni) 200

COMP4 3 Natural 58 (total Cr) 33 58 (Co) 33

Chromium As Chromium was detected at levels exceeding the HILA in a number of samples, speciation analysis was conducted on three soil samples (as requested by the auditor) with the highest chromium concentrations to assess the level of Crlll and CNI. The speciation analysis reported the following results (Table 8).

fable 8 Summary of Chromium Speciation Analytical Results

Sample ID Lithology Total Cr Crlll CNI (mgW (mglkg) (msncs) BH 17-0.1 Fill 150 150 cl

BH18-0.1 Fill 130 140 c1 BH 194.1 Natural 38 38 e1 Based on the results presented in Table 9, it is concluded that chromium 111 is, by far the dominants and primary form of chromium in soil at the site. Chromium 111 is the much less toxic speciation and the NEPM HILA criterion for chromium 111 is 12%. Considering chromium 111 is the primary form of chromium in soil at the site, all chromium results reported for the site are significantly less than 12% concentration, and are not considered to pose any risk to human health. This is within our expectation due to the site history and the nature of the soil at the site, it also confirmed that the Cr is of natural occurrence, the Cr v1 transforms to Cr 111 relatively quickly and it is considered generally as a transitional status of Cr and more likely to be found on sites with history of land use associated with human activities generating Cr in the environment.

3111 5352n9013 Environmental Sits Assessment 18 Rear of 30 8 32 Cararnut Road, Warmambod. Victoria Cobalt and Nickel Table 7 shows that cobalt and nickel exceeded the modified criteria in composite samples. As the concentrations reported in the composite samples is within the range of concentrations reported in the individual samples, GHD considers that these concentrations are related to natural sources and are not expected to be of any significant concern for human health.

8.3.1 EL Exceedances The analytical results reported some exceedances of the applicable ElLs for the following inorganic parameters:

D Arsenic concentrations in TP1-0.1 (31 mgkg), BH17-0.1 (60 mgkg), BH17-1.0 (61mgkg), BH18-0.1 (52 mgkg), BH18-1.0 (45 mgikg) were reported above the applicable ElLs (20 mg/kg). The background concentration of arsenic in soil was 30 mg/kg, which is also above the EIL. The arsenic levels are likely to be of background. Applying the same above scenario used for chromium exceedances, it is unlikely that these arsenic levels would be of signiftcant concern especially that it is expected that these elements would be stabilised and in equilibrium phase within the soil matrix. No visible adverse impact on plant growth on the site was noted!.

D Nickel concentrations in 15 samples were slightly above the applicable EIL (60 mg/kg). The background concentration of nickel in soil was 19 mgikg. Due to the consistent concentrations of nickel across the Site within the natural soil profile and the absence of any evidence of previous land use that may have caused nickel contamination, these concentrations were considered to be natural for this area and unlikely to be of concern. Cadmium and cobalt concentration in some composite samples exceeded the modified criteria. Total cyanide was below detection limits in all samples anaiysed.

8.3.2 Leachability (TCLP) The results of the leachability analysis are summarised in Table 9, and detailed Appendix F.

Table 9 Results of Leachability Analysis

Samples Lithology Ar (mg/L) Cr (mglL) Ni (mg/L) BH17-0.1 Fill <0.02 co.01 co.01 BH1SO.l Natural <0.02 <0.01 co.01 The leachability analysis showed that concentrations of arsenic, chromium and nickel in the soil are not highly leachable. The laboratory reported concentration below the reported detection limit of 0.01 which is very low. This suggests that these metals have limited bioavailabildy or phyto-availability and hence are not expected to be of any significant concern.

31/15352/79013 Environmental Site ABses~ment 19 Rear of 30 & 32 Catamut Road. Wamambwl. Victoria 8.3.3 Soil pH The range of soil pH detected was 6.8 to 8.9. This range is expected in this type of soil and is within the acceptable range of pH.

8.4 Organics The analytical results reported concentrations of organic parameters below detection limits for all samples analysed. This was expected, as there was no evidence to suggest organic contamination in soil above the applicable screening criteria at the Site.

31/15352/79013 Environmental Site Assessment 20 Rear of 30 8 32 Caramut Road. Warmamhol. Victoria 9. Conclusions

Mr Bill Johnstone engaged GHD FYy Ltd to conduct an Environmental Site Assessment (ESA) at the property described as the rear of 30 8 32 Caramut Road, Warrnambool. The investigation was limited to a 0.58 Ha L-shaped parcel of land (Parcel A) as defined in the site survey (Appendix A). The Site was undeveloped at the time of this ESA, apart from a small storage shed.

Site History and inspection Based on the findings of the site history and site inspection conducted on 21 June 2004, GHD concludes:

D The Site was undeveloped grassland prior to the 1980s. A small storage shed was constructed on the Site around this time. The shed was used for storage of various equipment and materials for the aluminium products manufacturing process. No indication of any potentially contaminating activity was identified to have occurred at the Site.

D The surrounding area was developed in the 1960s and 1970s. In the 1970s the South-West Aluminium and Glass (SWAG) factory was established on the property to the west of the Site. SWAG operations involved making of aluminium-fabricated products such as doors and window frames. The SWAG operations included aluminium cutting machinery and joining equipment. No significant volumes of chemical materials relating to such activities (eg. oil, grease) were observed or reported to be stored in the SWAG shed.

D Some minor fill was observed in the northern part of the Site, manifested as a slight raise in the topography. There was no reduced grass growth associated vvlth the minor area of fill.

Groundwater A search of the Victorian Groundwater Database showed that 65 registered groundwater wells exist within a 1.5 km radius from the site. Seven groundwater wells exist within 300m from the site, and TDS concentrations reported for three of these groundwater wells ranged from 793 to 1171 mg/L. Based on these TDS concentrations, the beneficial uses of groundwater would be classified in ‘Segment A to ‘Segment B’, under the Victorian State Environment Protection Policy “Groundwaters of Victoria” 1997. Based on the results of the site history and the soil analysis, there was no indication of any potential for groundwater contamination arising from current or past activities at the site and hence groundwater assessment was not considered necessary.

31115352n9013 Environmental SiAssessment 21 Rear of 30 8 32 Camrnut Road. Warmarnbool. Victoria Soil samples were analysed for a broad range of parameters. Based on the results of * the soil investigation, GHD concluded the following.

Fill Some minor fill was noted in northem part of the Site to a depth of approximately 0.35m. No staining or odorous material was noted within the fill, and natural soil was encountered below the fill in two boreholes (BH17 and BH18). It is understood that the fill was sourced from the adjacent property (to the west) and resulted from levelling a small area of the property prior to building on the adjacent land. The laboratory analytical results for the fill showed: Concentrations of inorganic and organic parameters were below the HIL-A and EIL screening criterion, with exception of arsenic and chromium. Chromium speciation analysis confirmed that total chromium concentrations consist of primarily of chromium 111, and that these levels are significantly below the HIL-A criteria for chromium 111. Leachability analysis showed that arsenic, chromium and nickel are not highly leachable in the fill, suggesting that these metals have limited bioavailability and p hototoxicdy.

Natural Soil Profile Natural soil stratigraphy is extensive over the Site and dominated by an organic-rich gradational soil profile. The analytical results showed that concentrations of inorganic and organic parameters in samples collected from the natural soil profile were below the HIL-A and EIL screening criterion, with the exception of chromium, arsenic, cobalt and nickel. Total chromium concentrations in the natural soil profile were shown to primarily relate to chromium Ill and do not exceed the HIL-A criteria. Arsenic concentrations in TP110.1 (31 mgkg), BH1711.0 (60 mglkg) and BH18/1.0 (52 mgkg) were reported slightly above the applicable ElLs (20 mgkg). The background sample reported a concentration of arsenic of 30 mgkg, which is also above the EIL. The arsenic concentrations are likely to relate to background levels and are not a significant environmental concern. Cobalt concentrations exceeded the modified criteria in two composite samples. As the concentrations reported in the composite samples are within the range of concentrations reported in the individual samples, GHD considered that such concentrations relate to background levels in the area. Nickel concentrations in 15 samples were slightly above the applicable EIL criterion (60 mgkg). The concentration of nickel in the ‘background’ sample was 19 mgkg. Due to the consistent concentrations of nickel across the Site, these concentrations are considered to relate to background levels in the area.

31/15352/79013 Environmental Site Assessment 22 Rear of 30 8 32 Caramut Road, Warmambwl. ViUmia D The leachability analysis showed that concentrations of arsenic, chromium and nickel in the soil are not highly leachable in the fill. This suggests that these metals have very low and limited bioavailabilrty.

B Concentrations of organic parameters were below detection limits for all samples analysed. There was no evidence to suggest organic contamination in soil above the applicable screening criteria at the Site.

Suitability for Residential Development Based on the results of this ESA, the Site is considered of suitable environmental quality for residential development. These conclusions must be read in conjunction with the other parts of the report and the limitations detailed in Section 11.

31/15352/79013 Envimnmental Site Assessment 23 Rear of 30 & 32 Caramut Road. Warmambool. Victoria IO. References

ANZECCNHMRC, 1992. Australian and New Zealand Guidelines for the Assessment and Management of Contaminated Sites. Australian and New Zealand Environment and Conservation CounciVNational Health and Medical Research Council. DCNR, 1995 Victoria Groundwater Beneficial Use Map Series, Western Victoria Water Table Aquifers (1500 000 scale) Department of Conservation and Natural Resources. DCNR, 1995 Victoria Hydrogeological Map Series, (1:250 000 scale) Department of Conservation and Natural Resources. NEPC 1999. National Environment P rotection (Assessment of Site Contamination) Measure (N€PM). National Environment Protection Council Royal Australian Survey Corps. 1976, Australian Topographical Survey (7.700 000 scale), Department of Crown Lands and Survey, Victoria. Standards Australia, 1997. Australian Standard, Guide to the sampling and investigation of potentially contaminated soil. ASM82.1 - 1997. Victorian Government, 2002. State Environmental Protection Policy (Prevention and Management of Contamination of Land). Victorian Government Gazette No. S95 4 June 2002.

3111 535217901 3 EnvironmentalSi Assessment 24 Rear of 30 8 32 Caramut Road, Warmambool. Victoria 11. Limitations

This Environmental Site Assessment (ESA) report for a portion of the property described as 30 & 32 Caramut Road, Warmambool, Victoria, has been prepared by GHD for Mr William Johnstone, of 1 Howard Road, Wamambool, Victoria. No warranties, expressed or implied, are offered to any third parties and no liabilities will be accepted for the use of this report by any third party. The study was conducted by an experienced environmental scientist and was subject to internal review by senior environmental scientist. It should be noted, however, that in gathering facts for the study, GHD relied on verbal information supplied by client, on Site records, and on visual inspection of the Site, which has not been independently verified. An understanding of the Site conditions depends on the integration of many pieces of information, some regional, some Site specific, some structure-specific and some experienced based. Hence this report should not be altered, amended or abbreviated, issued in part and issued incomplete in any way without prior checking and approval by GHD. GHD accepts no responsibility for any circumstances, which arise from the issue of the report, which has been modified in any way as outlined above. The extent of sampling of soils and subsequent analysis has been necessarily limited, and has been targeted towards areas where contamination is considered to be most likely based on the knowledge of the Site history and visual observation. This approach maximizes the probability of identrfying contaminants. However, it may not identlfy contamination, which occurs in unexpected locations or from unexpected sources. 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 further information become available regarding conditions at the Site including previously unknown sources of contamination, GHD reserves the right to review the report in the context of the additional information.

31/15352/79013 Environmental Site Assessment 25 Rear of 30 B 32 Caramut Road, Warmamboot. Victoria Figures

Figure 1 Site Location

Figure 2 Site Plan and Surrounding Land Uses

Figure 3 Sample Locations

31/15352/79013 Environmental Sits A86essment Rear of 30 8 32 Caramut Road. Warmarnbool. Victoria "Reference - VlcRoads GIS Dataset Q VlcRoads 2002"

Figure 1 LOCALITY PLAN 0 30 CARAMUT ROAD ikm-WYN? WARRNAMBOOL 3 1/15352/CoreVLocality I--_-_.,uw@%.wt Ref. No. 31/15352 - September 2004 - SITE BOUNDARY

Residential

\ I \ I \ / \ /

Flgure 2 SITE LAYOUT PLAN I 1 30 CARAMUT ROAD

Ret No. 31/15-52 - September 2004 - SITE BOUNDARY

Residential BOREHOLE LOCATIONS

.. APPROXIMATE EXTENT OF FILL 1-1 1-1 I J

Residential

Flgure 3 I SAMPLE LOCATIONS PLAN1 Davidson Oval 30 CARAMUT ROAD -- - WARRMAMBOOL IC \ Ret No. SW6362 - November2W Appendix A Site Survey Plan

3111 5352~79013 Environmental Site Assessment Rear of 30 8 32 Caramut Road, Warmambool, Victoria 1 I 2 I 3 I 4 I 5 1 6 I 7 I RI lRIce use ow

NOTATIONS

LAND SUBlECT EASEMENT

NIL

PARCEL B CERTIFICATION BY SURVEYOR RESIDENTIAL ZONE 1 I JOINSZWA) OF ADSHEADa MW PIY. LID. OF 34 tEPm SInEeT, WbniwmaLnso. QRTlFYTHATTHlsPLAN IUSBEENPREF'ARB) FROM A svm woe UNDER m IMMEDMTEDIRECIION AND SUPERVlSIDN IN MmADANce Wrm llle SLIRV€mRS 4 ACT 1916. 'c 0 e

- -. . - _.._ . .- ._ PLAN OF SURVEY

COUNTY OF VILLIERS PARISH OF WANGOOM CROWN ALLOTMENT 70 (PART)

VlcTORU I 7 I R d

-A=&-

II// 1 Stage No. Plan Number PIAN OF SUBDIVISION / PS510223L

_-......

...... :

ADSHEAD & McQUIE FN. LTD. ORlQNAL SWE LAND 8. ENGINEERING SURVEYING Scw SHEEl UCENSED SURWOR (PRpIT) ...... ,~ntl.~~~..,...... CONSULTM, PLANNERS SIZE 10 0 10 40 &' L 1 34KEpLERmErwAlRNMBOoL3280 1:1w A3 SIGNANRE ...... DAn! I I DATE I I LENGlHS ARE IN MEIRES TEL(03)55623752 FAX(O3) 55611659 ACN.00506r1960 COUNCIL DEWATE SIGNATURE WAILADDReSs [email protected] REF: 1623 VERSION: 02 I I I I I 10 I10 120 I30 140 150 IS0 170 IEO 190 1100 Imm II Ciepanmccrr nf Sustainability and Environment .--_._ . . I...I____._. .-., - ... ._ . -- ... -. . - . - .- - .- - ...... &jStale 01VI~ This p3hcaaon :s c~~gni.No parr mal.' -%erep~~& Ly any process exaepi m aErdanca wtm me pm:si~rG; me Copyright Act or pursuant to a written agreement. The information from the Register of Land is only valid at the lime and in the form obtained from the LANDATAG9 System. The State of Victoria ampsno responsibility for any subsequent release, publication or reproduction of the information.

Security no : 1240104055635 Volume 10444 Folio 991 Produced 25/05/2004 02:31 pm LAND DESCRIP,TION Lot 2 on Plan of Subdivision 422541L. PARENT TITLES : Volume 10404 Folio 551 Volume 10436 Folio 564 Created by instrument PS422541L 19/05/1999

REGXSTEXED PROPRIETOR Estate Fee Simple Joint Proprietors WILLIAM CECIL JOHNSMNE PAMELA JOHNSTONE both of 1 HOWARD ST WARRNAMBOOL 3280 W095759J 09/06/1999

ENCUMBBANCES, CAVEATS AND NOTLCES

Any encumbrances created by Section 98 Transfer of Land Act 1958 or Section

24 Subdivision Act 1988 and any other encumbrances shown or entered on the plan set.out under DIAGRAM LOCATION below.

DIAGRAM LOCATION SEE PS42254l.L FOR FURTHER DETAILS AND BOUNDARIES

DEALING ACTIVfm IN TEfE LAST 305 DAYS

NIL

STATEMENT END

Account: 13500 Order: 3680865 ntle iW891 WihePhceToBe Page 1 of 1 1

...... i! ....

AH&. ZONE 54

4 PHOTO POINT OF MEW THUS @

NO LOTSARE NUMBERED 1 BZ DAVIDSON OVAL CERTIFICATE OFTITLE.....VOL.W44 FOL.991 REGlSlERED PROPRIElORS...WC. &P. JOHNSTONE %!! TOTAL AREA ...... 1.435 he mm...... 3 ZONING....INDUSTRW 3 & RESDENTW 1 4.57 h -m I

STAGE NO. LTO use only Plan Number I PLAN OF SUBDIVISION / EDITION 3 PS 422541L I .. Location of Land Parisk Wangoom Township: -- won;---- Crown Allotment 70 (part) Crown Portion: --- LTO Base Recotd: Chort 20 - 3729 Tie Reference: VOL 10636 FOL 564 VOt 1W FOL 551 Lost Plan Reference: Appln. 87468 dc 87469

Postal Address: 30-32 Warmambool-Camrnut Rwd (a~h* d d-h) WamambooI 3280 AMG Co-ordinates E 627570 (dqpzahdbd zone: 54 h -1 N 5753000 Vesting of Roads and/or Reserves lbdllcr I cud/m&h

Nil Nil Depth Limitation: Does not apply.

survey 1# F~EI b bad oo uy.

IhL tm ka mmcld b pmlnad lluh k(8) 54. ns. 4M su ktPtu&hnd~kaNPD

Easement Information , LTO use only L.gnd: E--EolomrdwCmBpnbQ~~~ GmAbtbr~OfalCIlromont A-lpp.boldhm8lt R--Em*nt(Rood). Statement of Compliance/ hption SMement

PS422541L. Page 1 of 2, Printed 1430 25/05/2004, Search Enquiry 3680853, Customer 13500 .. . Stage No. Plan Number PLAN OF SUBDIVISION / PS 422541L

2 1.435ha

AVENUE

mnk ADSHEAD h MdXIIE PM. LlD...... UND & WWUIC SURW xw SHEET sc&l SURMYOR (PRINT] m..svM...... ”...” ...... _”.”...... coHsuLTIHTs, Pwlm SN 10 0 20 40 34 lQpLER sm wN?lwmxi3280 lilm A! SIGNANRE ...... DATE la/9 / 48 DATE B /I a /I4 48 . (03)55SU7SFAY.(W) 558116559 AC..C.nM LDK;THs ARE IN MORES mim It31YoN: a3 COUHclL DUME WWRE Appendix B Groundwater Database Search Results

3111 5352179013 Environmental Slte Assessment Rear of 30 8 32 Caramut Road, Warmambool. Victoria 3( is352 ALpL t-qvJJt

BORE-LD WATER SCIFROM TO UTHOLCASING- DEFDIA TYP APER SWL PUMP-DEF PUMP-RAT( PUMP-TIME DRAW-DOV REC-TIME EC TEST- TlTEST-DATE 99614 WATER- 22.9 36.6 LMST 36.6 152 NKN 22.9 0.38 BAL 19740605 SCREEN 22.9 36.6 NOT NKN 22.9 0.38 19740605 99616 SCREEN 6.1 13.7 NOT NKN 4.6 1.89 19740419 WATER 6.1 13.7 LMST 11.3 127 NKN 4.6 1 .89 PUM 1974041 9 99623 WATER 19.2 27.1 LMST 19.8 152 NKN 16.8 2.26 3.65 PUM 19741002 SCREEN 19.2 27.1 NOT NKN 16.6 2.28 0.291667 3.65 PUM 19741002 99625 WATER 4.6 22.9 7 152 NKN 3.7 22.9 0.61 BAL 19741 126 SCREEN 7 OPN 0.291667 1974119740921 128 99627 SCREEN 15.2 27.4 NOT NKN 15.2 0.5 2.43 WATER 15.2 27.4 LMST 14.9 152 NKN 15.2 05 2.43 BAL 19740921 99626 WATER 10.1 18.6 LMST 12.2 127 NKN 0.9 1.26 0.6 BAL 19740227 SCREEN 10.1 18.6 NOT NKN 0.9 1.26 0.6 19740227 99642 WATER 13.4 38.4 LMST 15.2 127 NKN 11.3 0.5 12.19 PUM 19750210 SCREEN 13.4 38.4 NOT NKN 11.3 0.5 0.0625 12.19 BAL 19750210 99645 WATER 6.1 19.8 12.2 127 PVC 6.1 19.8 0.36 2.44 BAL 19750502 SCREEN 12.2 OPN 19750502 99647 SCREEN 9.8 16.1 NOT NKN 8.8 1.26 1.82 19750126 WATER 9.8 16.1 LMST 9.8 127 PVC 6.6 1.26 1.62 PUM 19750126 99650 SCREEN 39.5 44.8 NOT NKN 37.8 0.76 2.99 19750422 WATER 39.5 44.8 LMST 39.5 125 PVC 37.8 0.76 2.99 BAL 19750422 99651 WATER 8.5 18.2 LMST 16.2 127 PVC 5.8 0.75 1.79 BAL 19750521 SCREEN 6.5 18.2 NOT PSL 7 5.8 0.75 1.79 19750521 99652 WATER 10.7 24.4 LMST 24.4 127 PVC 8.5 0.5 9.09 BAL 19750523 SCREEN 12.2 24.4 NOT PSL 7 8.5 0.5 9.09 19750523 99653 WATER 8.5 21.3 LMST 21.4 127 PVC 6.7 0.75 3.69 BAL 19750529 SCREEN 12.2 21.3 NOT PSL 7 6.7 0.75 3.69 19750529 99654 WATER 13.4 36.5 LMST 36.5 127 PVC 12.5 0.75 9.19 BAL 19750902 SCREEN 15.2 36.5 NOT PSL 7 12.5 0.75 9.19 19750902 99660 SCREEN 10 OPN 19751 102 WATER 11.6 16 10 127 PVC 7.6 16 0.8 8.8 BAL 19751102 99667 SCREEN 30.8 41.1 NOT NKN 27.4 0.39 19760102 WATER 30.6 41.1 LMST 36.6 127 PVC 27.4 0.38 BAL 19760102 99673 WATER 13.7 24.4 LMST 17.1 127 PVC 8.5 0.5 BAL I9760414 SCREEN 13.7 24.4 NOT NKN 6.5 0.5 18760414 99674 WATER 11.6 32 CLAY NKN 9.8 0.5 3.65 BAL 19760421 ' SCREEN 12.2 18.3 NOT NKN 9.8 0.5 3.65 19760421 99676 WATER 6.1 21 BASA 46.9 127 PVC 2.1 0.38 19760521 WATER 38.7 46.9 LMST 46.9 127 WC 34.1 0.13 0.6 BAL 19760521 99685 WATER 6.4 21.3 LMST 21.3 127 PVC 6.1 0.76 8.53 BAL 19761 118 SCREEN n. 1 21.3 NOT PSL 6 6.1 0.76 8.53 19761 1 18 99692 SCREEN 29.9 37.6 NOT ' NKN 25.3 0.75 5 BAL 1977051 0 WATER 29.9 37.6 LMST 32.6 127 PVC 25.3 0.75 5 BAL 19770510 99709 WATER 22 33 LMST NKN 18 1.25 1 BAL 19780926 SCREEN 22 33 NOT NKN 18 1.25 1 BAL 19780926 99716 WATER 12.2 24.4 LMST 14 127 PVC 7.9 24.4 0.63 4.22 BAL 19781 028 SCREEN 14 24.4 LMST OPN 7.9 0.63 4.22 BAL 19781028 9971 7 WATER 7.3 11.5 SAND 8.5 140 STL 3 11.5 0.76 BAL 19781107 SCREEN 8.5 11.5 SAST OPN 3 0.78 0.166667 BAL 19781 107 99718 WATER 32.9 37.1 LMST 32.9 165 MST 23.6 41 .l 0.5 2.43 BAL 19780517 SCREEN 32.9 41.1 LMST OPN 23.8 0.5 0.166667 2.43 BAL 1979051 7 99726 WATER 14 29 LMST 17 152 MST 12 30 32.5 2 PUM 19791212 SCREEN 17 30 LMST OPN 12 32.5 2 PUM 19791212 99747 WATER 16.8 19.5 LMST 16.6 165 MST 8.5 1.01 0.61 BAL 1 961 0301 SCREEN 16.8 19.5 NOT NKN 8.5 1.01 0.61 BAL 19610301 99748 WATER 18.9 28.6 LMST 19.5 165 MST 11.5 29.9 1.01 0.61 BAL . 19810304 SCREEN 19.5 29.9 LMST OPN 11.5 1.01 0.61 BAL 19810304 99753 WATER 18.3 68.6 LMST 24.4 152 MST 15.5 68.6 5.05 40.46 PUM 1981 1 120 SCREEN 24.4 68.6 LMST OPN 15.5 5.05 48.46 PUM 1981 1120 99756 WATER 15.2 26.8 LMST 18.3 127 PVC 10.6' 26.8 0.5 9.1 BAL 1981 1002 SCREEN 18.3 24.4 LMST PSL 3 10.6 0.5 0.1 BAL 1981 1002 99765 SCREEN 14.6 24.4 LMST PSL 8.5 1.14 0.0416667 0.91 BAL 19821008 WATER 14.6 25 LMST 14.6 140 PVC . 8.5 26.8 1.14 0.91 BAL 19821008 09773 SCREEN 20.7 25.6 LMST PSL 19.5 1.01 0.0833333 2.13 BAL 19820821 WATER 20.7 25.6 LMST 20.7 140 PVC 19.5 28 1.01 2.13 BAL 19820821 99782 WATER 28 36.6 LMST 29.2 127 MST 24.4 36.6 0.30 3.61 BAL 19830629 SCREEN 29.2 36.6 LMST OPN 24.4 0.38 3.61 BAL I9830629 99789 WATER 26.2 37 SED1 27.4 127 STL 25 37.8 0.76 3.61 BAL 1983091 3 SCREEN 27.4 37.8 NOT OPN 25 0.76 0.0416667 3.61 BAL 1983091 3 99801 WATER 25.9 82.3 LMST 27.4 152 MST 25.0 39.6 2.53 AIR 19880120 SCREEN 27.4 35 LMST NKN 19880120 99804 SCREEN 6 12.1 SAND 150 MSS 3 5.5 0.95 BAL 1983041 9 WATER 9 13.5 SAND 17.4 150 MST 5.5 18.3 0.95 BAL 1 98304 19 99839 WATER 15.2 57.9 LMST 25 127 MST 10.6 57.9 0.63 AIR 19861208 SCREEN 25 57.0 LMST OPN t0.6 0.63 AIR 19861208 9985 1 SCREEN 18.3 50.3 NOT NKN 12.2 1.01 AIR 198702 15 WATER 18.3 50.3 LMST 23.1 127 MST 12.2 50.3 1.01 AIR 19870215 99865 SCREEN 27.4 61 NOT NKN 24.4 0.63 AIR 10880602 WATER 27.4 61 LMST 30.5 152 MST 24.4 61 0.63 AIR 198806O2 99866 SCREEN 12.8 29 NOT NKN 12.8 1.26 AIR 19880609 WATER 12.8 29 LMST 13.4 152 MST 12.8 29 1.26 AIR 19880609 99897 WATER 12 18 LMST 13 127 PVG 7 18 1.26 1 BAL 19890329 SCREEN 12 18 NOT NKN 7 1.26 1 BAL 19890329 99926 SCREEN 13 20 NOT NKN 8 1.52 0.5 BAL 19900521 WATER 13 20 LMST 14.8 139 MST 6 20 1.52 0.5 BAL 19900521 89942 SCREEN 8 16 NOT NKN 5.8 2.27 0.25 PUM 19900906 WATER 8 16 LMST 8.8 152 MST 5.8 16 2.27 0.25 PUM 19900906 09943 WATER 18 30 LMST 19.8 125 MST 14.1 30 1 2 BAL 19901006 SCREEN 18 30 NOT NKN 14.1 1 2 BAL 19901006 99944 WATER 14 20.5 LMST 14.2 152 MST 10 20.5 2.27 1 BAL 19901024 SCREEN 14 20.5 NOT NKN 10 2.27 1 BAL 1090 1024 99985 WATER 10.6 24.1 LMST 12.5 127 MST 5.4 24.1 1 AIR 1990121 1 SCREEN 12.5 24.1 LMST OPN 5.4 1 AIR 1990121 1 99988 WATER 12 21.3 LMST 14.7 152 MST 6 21.3 1 2 BAL 19901 221 SCREEN 12 21.3 NOT NKN 6 1 2 BAL 10901 221 99988 WATER 7.6 22.8 LMST 8.1 127 MST 6.4 45.4 1 AIR 19901 220 SCREEN 8.1 45.4 LMST . OPN 6.4 1 AIR 10901220 09997 SCREEN 12 18 NOT NKN 7 1.26 .1 BAL 19890329 WATER 12 18 LMST 13 127 PVC 7 18 1.26 1 BAL 19890329 99998 WATER 9.1 32.6 LMST 13.1 152 MST 6.1 32.6 0.5 3.61 BAL 19910503 SCREEN 13.1 32.6 LMST OPN 6.1 0.5 BAL 19910503 1 13552 WATER 7.9 13.7 LMST 7.6 139 STL 7 13.7 1.14 600 BAL 1992031 7 SCREEN 11.8 13.7 LMST OPN 7 1.14 0.0833333 600 PUM 19920317 114589 WATER 13.7 30.4 LMST 15.8 150 STL 1 99301 15 SCREEN 15.8 30.4 OPN 19930116 1 16490 SCREEN 17.6 27.4 LMST OPN 13.7 0.7 0.0833333 AIR 1093091 9 WATER 17.6 27.4 LMST 17.6 127 STL 19930919 119985 WATER 11 18 SAST 12 50 PVC 19930408 SCREEN 12 18 SAST 50 PSL 11 1 0.0138889 1 BAL 19930408 133375 SCREEN 16.2 30 LMST NKN 9.5 1.52 0.0416667 0.00347222 JET 199601 24 WATER 18.2 30 16.2 152 STL 9.5 1.52 JET 19960124 134217 WATER 10.6 21.3 10.6 152 STL 4.5 24.4 1.26 AIR 19980301 SCREEN 10.6 24.4 NKN 4.5 1.26 AIR 19980301 135224 WATER 8 21 12 127 STL 7 0.8 AIR 19980704 SCREEN 12 21 NKN 7 0.8 0.0833333 AIR 19980704 135225 WATER 11 21.3 12 127 STL 8 0.8 AIR 1~~0703 SCREEN 12 21.3 NKN 8 0.8 0.0833333 AIR 19980703 141930 WATER 14.6 27.4 17.4 139 STL 27.4 19990317 SCREEN 17.4 27.4 OPN 12.2 0.38 0.0416667 152 600 BAL 199903 17

142263 WATER 10.6 19.8 16.1 ' 127 PVC 20000802 SCREEN 16.1 19.8 OPN 8.2 0.51 0.041 6667 BAL 20000602 142365 WATER 8.5 17.7 NKN 2.4 21 1.14 AIR 19900710 144374 SCREEN 1.9 7 NKN 1.o 1 0.0208333 AIR 20010519 WATER 4.2 7 7 50 PI8 2001051 9 -0 -0 SCREEN 6.3 12.3 50 PSL 4 0.0416667 20010417 107266 SCREEN 7.6 10.7 NOT NKN 3.7 1.26 1.e2 19740225 WATER 7.6 10.7 LMST 9.1 152 NKN 3.7 12.8 1.26 1.82 19740225 112760 WATER 16.8 53.3 LMST 22.9 139 STL 7.6 53.3 1.26 . 27.43 1000 AIR 19920125 SCREEN 22.9 53.3 LMST OPN 7.6 1.26 0.0416667 27.43 0.0833333 1000 AIR 19920125 .- /- L v \-- -1 I uvt-'"#- \

BORE-ID SAMPLE NC SAMPLE DI METH SAMPLE-FF SAMPLE- TC TSS CL GO3 HC03 TOT AIS04 N CA MG NA K FE HARD PH EC NUT OTH 99524 32112 - 19840412 NKN 612 140 159 130- 48 23 64 24 120 4 0 190 8.2 1200 yes yes 99614 19967 19740605 FLO 22.9 36.6 912 304 287 19 88 27 159 6 333 6.05 1442 Yes 99616 19969 19740419 BAL 6.1 13.7 886 233 290 36 10.4 85 30 145 3 4 336 7.78 1375 yes yes 99623 19976 19741001 BAL 1.9.2 27.1 1193 274 433 59 12.9 104 30 208 3 2 386 7.5 1645 yes yes 99625 I9976 19741127 FLO 4.6 22.9 668 97 307 27 10.2 102 17 54 3 3 325 7.95 855 yes yes 99627 19980 19740922 FLO 15.2 27.4 1171 288 471 43 112 31 194 6 406 7.6 1616 Yes 99628 19981 19740301 FLO 10.1 18.6 823 168 317 30 14.2 81 22 129 3 2 292 8.06 1190 yes yes 99642 19995 19750217 BAL 13.4 38.4 1399 430 467 34 7.9 127 58 220 5 7 556 7.41 2110 yes yes 99645 19998 19750505 FLO 6. 1 19.8 1263 379 267 100 23.5 177 46 130 12 20 63 1 7.89 1920 yes yes 99647 20000 19750128 FLO 9.8 16.1 1073 204 31 1 43 42 139 24 115 37 446 7.75 1530 yes yes 99650 20003 19750424 FLO 39.5 44.8 2284 958 422 110 4.1 192 63 484 5 2 739 7.9 3851 yes yes 99651 20004 19750521 FLO 8.5 18.2 1037 407 24 122 24.6 105 42 155 15 2 435 7.8 1740 yes yes 99652 20005 19750526 FLO 10.6 24.4 1044 301 14 242 71 18.7 160 32 107 6 18 531 8.1 1594 yes yes 99653 20006 19760530 FLO 8.5 21.4 1138 334 10 248 93 17.8 158 41 122 7 5 563 8.13 1720 yes yes 99654 20007 19750903 FLO 13.4 36.5 2309 809 295 62 93.5 219 66 426 5 1 818 7.87 3645 yes yes 99660 20013 I9751105 FLO 11.8 16 1777 712 12 267 55 30.9 176 41 353 13 1 608 8 2936 yes yes 99667 20020 19760 109 FLO 30.8 41.1 1111 233 519 14 111 49 123 8 479 7.31 1570 Yes 99676 20027 19760526 f LO 38.7 46.9 2246 921 549 36 2.9 205 138 319 7 28 1080 7.45 3600 yes yes 99685 20036 19761119 FLO 6.4 21.3 1067 291 12 280 66 14 122 40 I43 8 2 469 8.35 1720 yes yes 99692 20043 19770510 FLO 29.9 37.8 2232 884 582 39 279 102 285 5 5 1116 7.46 3320 Yes 99709 20060 19760926 FLO 22 33 785 187 255 37 14.2 83 17 131 4 3 277 8.18 1185 yes yes 99716 20067 19781028 FLO 12.2 24.4 1243 383 268 78 24.4 178 47 126 10 5 638 7.72 1915 yes yes 99717 20068 19781109 FLO 7.3 11.5 2171 992 396 38 169 136 36 1 4 882 7.5 3605 Yes 99718 20069 19790517 FLO 32.9 41.1 938 336 8 199 65 15 9 289 9 5 76 8.9 1670 Yes 99726 20077 19791212 BAL 14 29 1051 219 392 39 18.3 113 23 167 2 0.1 377 7.89 1470 yes yes 99747 20099 19810301 FLO 16.8 19.5 823 146 11 305 41 18.1 103 23 99 7 352 7.9 1140 yes yes 99748 20 100 198 10304 FLO 18.9 28.6 735 140 11 257 37 15.6 97 22 89 5 9 333 7.9 1060 yes yes 99753 20105 19811202 BAL 18.3 68.6 904 208 12 , 319 33 13.5 110 25 126 2 378 8.2 1300 yes yes 99756 20108 1981103 1 FLO 15.2 26.8 1066 289 11 328 43 11.5 123 42 143 3 460 8.2 1550 yes yes 99765 52655 19621008 AIR 14.6 25 833 156 339 31 14.7 115 15 100 3 0.7 349 7.76 1167 yes yes 99773 52661 1962082 1 FLO 20.7 25.6 793 186 270 40 11.3 48 25 151 3 2 223 8.1 1100 yes yes 99782 31268 19830629 NKN 7.8 1300 99789 31806 19830913 NKN 8.5 1200 89801 41600 198812221 NKN 27.4 35 700 120 368 300 22 4.4 83 23 66 3 1 302 7.8 980 yes yes 99804 30517 19830419 NKN 1098 410 354 290 58 0.2 46 40 240 7 1.9 28 1 7.7 1900 yes yes 99839 37430 19861208 NKN 832 200 378 31 0 29 0.2 54 31 160 8 1.6 263 8 1200 yes yes 99851 38014 19870215 NKN 1056 370 329 270 53 0.3 54 36 260 6 2.7 284 8.1 1600 yes yes 99865 41394 19881010 NKN 30.5 61 691 210 207 170 39 8.3 67 20 140 10 0.1 250 8 1100 yes yes 99866 41395 19880909 NKN 13.4 29 602 150 266 210 27 0.2 45 17 130 3 1.2 183 7.9 930 yes yes 99897 42256 19890329 BAL 13 18 723 110 366 300 30 12 94 17 78 5 1.2 305 7.8 1000 yes yes 99926 43657 19900521 BAL 14.8 20 815 130 439 380 29 11 130 21 92 3 41 1 7.5 1100 yes yes 99942 43965 19900908 PUM 8.8 16 763 69 4 76 390 25 13 150 17 49 2 445 7.4 970 yes yes 99943 44118 1990101 6 BAL 19.8 30 662 180 256 210 32 21 82 28 110 5 32 1 7.8 1200 yes yes 99944 44163 19901024 BAL 14.2 20.5 7.6 860 99985 44405 19901211 NKN 12.5 24.1 7.7 1900 99988 44455 19901212 BAL 14.7 21.3 1185 340 463 380 44 16 130 30 210 3 482 7.4 1900 yes yes 99989 44448 1990 1220 NKN 8.1 45.4 678 150 402 330 32 18 21 100 4 87 7.5 1100 yes yes 99998 45133 19910503 BAL 13.1 32.6 7.5 1300 116480 50447 19930922 NKN 1300 107266 22603 19740225 FLO 7.6 10.7 1529 425 503 57 12.4 20 1 57 192 4 4 737 7.64 2220 yes yes 112760 45697 19920125 NKN 1346 450 500 410 29 0 130 72 190 4 624 7.7 2100 yes yes BORE ID OLD BORE RIG NO BOREAMG- SHEET AMG- ZONE EASTING NORTHING DATE DRlLlTOTAL-DEPT BORf USE- USE-2 DRILLLOG-GEOL LOG-DRIUAQUIFER-FR AQUIFER- TO TDS 99503 BOOT *NONE - LAND 732121 54 627411 5752864 19640418 41.15GW NK NKN N N 0.0 0.0 0.0 89504 8003 NONE LAND 732121 54 627411 5752851 19701231 68.58 GW NK NKN N N 0.0 0.0 0.0 99516,801 5 NONE LAND 732121 54 627843 5752895 19701231 27.43GW NK NKN N N 0.0 0.0 0.0 99521 8020 NONE LAND 732121 54 627293 5751800 19631126 10.97 GW NK NKN N N 0 .o 0.0 0.0 99524 8027 NONE MUN 732122 54 628350 5751900 19701231 12.10 GW IR NKN N N 0.0 0.0 612.1 99529 8032 NONE MUN 732122 54 627240 5753850 19701231 79.20 GW MI NKN N N 0.0 0.0 0.0 99538 8041 NONE LAND 732121 54 626547 5752892 19701231 67.00GW DM STIR NKN N N 0.0 0.0 0.0 99614 10050 5210 LAND 732121 54 627646 5754079 19740605 36.57 GW DM ST CBT N Y 22.9 36.6 912.0 99616 10052 4962 LAND 732121 54 626564 5752230 19740419 13.71 GW DM ST CBT N Y 6.1 13.7 888.0 99623 10059 5461 LAND 732122 54 627470 5752650 19741002 28.04 GW IR CBT N Y 19.2 27.1 1193.0 99625 10061 4260 LAND 732121 54 626338 5753249 19741126 22.86 GW DI CBT N Y 4.6 22.9 666.0 9;9627 10063 4912 LAND 732121 54 627800 5752780 19740921 27.43 GW DM ST CBT N Y 16.2 27.4 1171.0 99628 10064 4910 LAND 732121 54 627650 5752695 19740227 18.59GW DM ST CBT N Y 10.1 18.6 823.0 99642 10078 5687 LAND 732121 54 627960 5753700 19750210 38.40GW DM ST CBT N Y 13.4 38.4 1399.0 99645 10081 6319 LAND 732121 54 628302 5753840 19750502 19.81 GW DM ST CBT N Y 6.1 19.8 1263.0 99647 10083 6050 LAND 732121 54 626740 5752679 19750126 16.15GW DM ST CBT N Y 9.8 18.1 1073.0 99650 10086 6446 LAND 732121 54 627981 5753553 19750422 44.80 GW DM ST CBT N Y 39.5 44.8 2284.0 99651 10087 6508 LAND 732121 54 628377 5753725 19750521 18.20GW DM ST CBT N Y 8.5 18.2 1037.0 99652 10088 6535 LAND 732121 54 628302 5753840 19750523 21.38 GW DM ST CBT N Y 10.6 24.4 1044.0 99653 10089 6540 LAND 732121 54 628566 5753658 19750529 21.39 GW DM ST CBT N Y 8.5 21.4 1138.0 99654 10091 6681 LAND 732121 54 628200 5753860 19750902 36.50 GW DM ST CBT N Y 13.4 36.5 2309.0 99660 10097 696 1 LAND 732121 54 628300 5751840 19751102 16.00 GW DM ST CBT N Y 11.8 16.0 1777.0 99667 10104 7074 LAND 732121 54 628444 5753939 19760102 41.14GW DM ST CBT N Y 30.8 41.1 1111.0 99673 10110 7615 LAND 732121 54 627985 575385819760414 24.38GW DM ST CBT N Y 0.0 0.0 0.0 99674 10111 7618 LAND 732121 54 628462 5753508 19760421 32.00 GW DM ST CBT N Y 0.0 0.0 0.0 99676 10113 7678 LAND 732121 54 627694 5753888 19760521 47.85GW DM ST CBT N Y 38.7 46.9 2246.0 99685 10122 8238 LAND 732121 54 628160 5753840 19761118 21.33 GW DM ST CBT N Y 6.4 21.3 1067.0 99692 10129 8904 LAND 732121 54 628263 5753739 19770510 37.62GW DM ST CBT N Y 29.9 37.6 2232.0 99709 10146 10628 LAND 732121 54 627980 5752360 19780926 33.00 GW IR CBT N N 22.0 33.0 785.0 99716 10153 10991 LAND 732121 54 628645 5753809 19781028 24.38 GW DM CBT N Y 12.2 24.4 1243.0 99717 10154 10953 LAND 732121 54 627323 5752066 19781107 11.53GW DM CBT N Y 7.3 11.5 2171.0 99718 10155 11696 LAND 732121 54 627861 5752413 19790517 41.10GW OM ST CBT N Y 32.9 41.1 938.0 99726 10163 12058 LAND 732121 54 627740 5752454 19791212 30.00 GW DM STIR CBT N Y 14.0 29.0 1051.0 9974710184 14384 LAND 732121 54 627050 5752250 19810301 22.86 GW DI CBT N Y 18.8 19.5 823.0 99748 10185 13955 LAND 732121 54 626830 5752206 19810304 29.87 GW DM CBT N Y 18.9 28.6 735.0 99753 10190 15332 LAND 732122 54 627280 5753650 19811120 68.58 GW IN ROM N Y 18.3 68.6 904.0 99756 10193 15432 LAND 732121 54 628400 5753900 19811002 26.81 GW DM CBT N Y 15.2 28.8 1066.0 99765 10202 17291 LAND 732121 54 628182 5753693 19821008 28.82 GW DM CBT N Y 14.6 26.0 833.0 e9.373 10210 16705 LAND 732121 54 627850 5752850 19820821 28.04 GW DM ST CBT N Y 20.7 25.6 793.0 99782 10219 15834 LAND 732121 54 627000 5753700 19830629 36.58 GW ST CBT N Y 0.0 0.0 0.0 99789 10226 19454 LAND 732121 54 627550 5752350 19830913 37.80GW ST CBT N Y 0.0 0.0 0.0 99601 10238 31776 LAND 732121 54 627132 5753061 19880120 88.39 GW IR DHH N Y 27.4 35.0 700.5 e9804.10241 23200 LAND 732121 54 627750 5753150 19830419 18.28 GW DM ST ROT N Y 0.0 0.0 1097.8 9983910277 29819 LAND 732121 54 628200 5753440 19861208 57.91 GW DM ROA N Y 0.0 0.0 831.8 99851 10289 30220 LAND 732121 54 628200 5753550 19870215 50.28 GW DM DHH N Y 0.0 0.0 1058.2 99885 10304 32636 MUN 732121 54 627320 5752850 19880602 60.96GW DW DHH N Y 30.5 61.0 891.2 99866 10305 32635 MUN 732121 54 627810 5752670 19860609 28.95GW DW DHH N Y 13.4 29.0 602.1 99897 15031 33650 LAND 732121 54 628040 5752020 19890329 18.00GW DM CBT N Y 13.0 18.0 723.5 999 16 15050 33192 LAND 732121 54 628400 5752560 I9880101 8.50 OW Dt AGM N Y 0.0 0.0 0.0 9992615060 35898 LAND 732121 54 626400 5753320 19900521 20.00 GW DM CBT N Y 14.8 20.0 815.2 9994215076 36577 LAND 732121 54 627640 5752300 19900906 16.00GW DM DHH N Y 8.8 16.0 762.6 99943 15077 36727 LAND 732121 54 626830 5752360 19901006 30.00GW DM CBT N Y 19.8 30.0 681.5 9994415078 37180 LAND 732121 54 626320 5753340 19901024 20.50GW DM DHH N Y 14.2 20.5 0.0 99958 15092 NONE NKN 732121 54 626298 5752893 19880101 27.40 GW ST NKN N N 0 .o 0.0 0.0 9998515119 37487 LAND 732121 54 628260 5753350 19901211 24.07 GW DM DHH N Y 12.5 24.1 0.0 99988 15122 37409 LAND 732121 54 628200 5753360 19901221 21.30 GW DM CBT N Y 14.7 21.3 1185.0 99989 15123 37485 LAND 732121 54 627040 5752760 19901220 45.42 GW IR ROA N Y 8.1 45.4 677.5 99997 15131 33692 LAND 732121 54 627950 5751950 19890329 18.00 GW DM DHH N Y 0.0 0.0 0.0 99998 15132 37575 LAND 732121 54 627580 5754160 19910503 32.61 GW DM ST CBT N Y 13.1 32.6 0.0 107176 8164 NONE LAND 732121 54 627508 5754418 19701231 12.10 GW DM ST NKN N N 0.0 0.0 0.0 107266 10023 4474 LAND 732121 54 628495 5754192 19740225 12.80 GW ST CBT N Y 7.6 10.7 1529.0 112760 - 39318 NUN 732121 54 628420 5754180 19920125 53.33 GW DM ROT N Y 0.0 0.0 1346.1 113552 - 39489 NKN 732121 54 627500 5752200 19920317 13.71 GW DM CBT N Y 0.0 0.0 0.0 114589 - 40248 NUN 732121 54 627935 5752615 19930115 30.40 GW DI AOA N Y 0.0 0.0 0.0 118490- 41236 NKN 732121 54 626950 5753000 19930910 27.40 GW DM ROA N Y 0.0 0.0 0.0 119985 - 40825 LAND 732121 54 626840 5752000 19930408 18.00 GW IV CBT N Y 0.0 0.0 0.0 133375 - 45262 NUN 732121 54 628780 5752700 19960124 30.00 GW DM CBT N Y 0.0 0.0 0.0 134217 - 47507 NUN 732121 54 626480 5752060 19980301 24.38 GW DM ROA N Y 0.0 0.0 0.0 135224 - 51203 NKN 732121 54 628500 5752880 19980704 21 .OO GW DM ROA N Y 0.0 0.0 0.0 135225 - 51202 NKN 732121 54 626400 5752940 19980703 21.30 OW DM ROA N Y 0.0 0.0 0.0 141930 - 52993 NUN 732122 54 628980 5752400 19990317 27.43 GW DM CBT N Y 0.0 0.0 0.0 142263 - OlOlO NKN 732 122 54 628250 5753900 20000602 19.81 GW DM CBT N Y 0.0 0.0 0.0 142365 - 51348 NKN 732122 54 627750 5752200 19980710 21.00 GW UR ROA N Y 0.0 0.0 0.0 144374 - 57980 NKN 732 122 54 626750 5751900 20010519 7.00 GW IV ROA N Y 0.0 0.0 0.0 1fiqge.:- 58431 NKN 732122 54 627500 5753000 20010417 12.30 GW IV AGM N Y 0.0 0.0 0.0 - .- ~ -__. - . .._ ...... I.... I...... _.-

...... Appendix C Historical Land Titles

31115352n9013 EnvironmentalSlte Assessment Rear of 30 8 32 Caramut Road, Warmambool. Viiria Page 1 of 1 Print Date: 25f5ROO4 Tme: 14:31 Number: 3680873 Product Report Search Type Customer Reference Document Register 13500 FEIGL AND NEWELL Titl e2$$&J%I5s4."

Search sfatement supplied.

Q State of V~rla.Thls publication is wpyright No pzr! may bg repmd~& by any process except In accotdance with the phshof the Copyright Act or pursuant to a written agreement The information from me Regtster of Land is only valid at the time and in the form obtained from be LANDATAB System. The Sfate of Victoria accepts no responsibility for any subsequent release. puhlicaCon or repmdudon of the information. FINAL SEAaCR STATEMENT Land Victoria Security No : 124010405579R Volume 10436 Folio 564 Produced 25/05/2004 02:31 PM

DEALING ACTIWXY IN THE LAST 105 DAYS NIL

STATEMENT EMD

NOTE This statement details any dealing with the land being searched which has either been registered within the last 105 days or which remains unregistered other than a deaGng affecting a Subdivlslon Act plan or strata or duster subdivision a memorandum of Aich 01 a reference t0 which has been or is to be entered on the plan.

If the land is part of a Subdivision Act plan or strata 01 cluster subdivision the relevant plan should be inspected. lncl GST: Fee: $0.00

Page 1 of 1 Dopactmwt of Sustainabiiity and Environment

itate of Victoria. This publication is copyright No part may be reprnduced by any pfDcess except in amofdance with the pmvisions of the . pylight Act or pursuant to a written agreement The information from the Register of &a~dis only valid at the time and in the form obtained from VVJDATAm System. The State of Vidoria aaepts no responsibility for any subsequent release. publication or reproduction of the information. I

EGISTER SEARCH STATEMENT Land Titles Office, Victoria Page 1

!curity no : 124010405578S Volume 10436 Folio 564 Produced 25/05/2004 02:31 pm r*+t******+**+**********~** FOLIO 1s *+*********~*****~**********~*~

WD IT 1 on Title P.lm 013189R. reated by Application NO. 87469D 04/11/1998

3GISPE5L833 PROPRIETOR STATE FEE SIMPLE )LE PROPRIETOR SOUTH WEST ALUMINIUM & GLASS PTY. LTD.; 177 XOROIT STREET WARRNAMBOOL 3280 Application No. 87469D 04/11/1998

NC!UMBRANC&S, CAVEATS AND NOTICES 3RTGAGES AND CHARGES IN PRIORITY RANKING 1 Book 901 No. 405 MORTGAGE FIRST LEGAL SECURITIES LTD 2 Book 902 No, 791 MORTGAGE RULE, JORN CLIm PHILLPOT, WILLIAM ROBERT

Any encumbrances created by Section 98 Transfer of Land Act 1958 or Section

24 Subdivision Act 1988. Any other encumbrances shown ar entered on the plkn.

Warning as to Dimeasiona Any dimension and connecting distance shown is based on the description of the land as contained in the General Law Title and is not 'based on survey information which has been investigated by the RegistraEof Titles.

EZ TP013189R FOR FURTHER DETAILS AND BOUNDARIES

Account: 13500 Order: 3680873 ntk 100~564 Page 1 of 1 WI&/Part 'Crown AllolmenW 7 c

Portion at

Section at

Town

Parish ;Jw-am County <* .. and being the land sketched on page" A Attached, and being 'Ihe whole of/pa&=d the land described in Book No. ~$3or-Gfmr&ant * , from which this search starts.

1. I cerlify that 1 have made searches against the names on the index sheet$" (page$ 045 1 and Uiat extracts of all memorials by my search which affect Ihe above land are set out on pages 0- *7 ** a!lached.

2. I also certify that I have searched in the Registers of Executions, Lis Pendens, Crown Debtors, and Settlements and Arrangements, against tho names of alt persons who appear from Ihe memorials to have had a beneficial interest in the land during the past thirty years, wilh the following RESULT:- ol allached search.

I llAMm!ETCy

5. I also certify lhat I have searched in the Bankruplcy Regislers held in lhe Register-General's Office against all persons referred to in Clause 3 and those shown in {he Land Register to have an lntersst in the above iand during lhe pas1 20 years, up lo 3 I-- f'~-f(0 beir!g the date of the- microfiche, with the foilowing results: orLsepq~ mearch.'

.7 SIGNED: ...... 3d.b ...... DATE Y i i /i998 N0 (Signature of Searcher) 1 a

4. ' defete where not applicable ** c0 atlactied pages should be numbered consecurively and each should be signed or inilialled by 2 a - &emarrhnr, wn Q%,.cn ; ,I ' ' INDEX SHEET

NAME

LAND SEARCHED Pd?'7 iJ7- OLD SERIES EW SERIES DEALINGS

i i I I

Memori a1 s

Memori a1 s . A. " FECTING LAND ON "SKETCH OF LAND" SEARCHED

BOOK No. LAND DEP.DEED No./OFFICE USE

56 63 3.-&+4--Q---( 7 J 6s 63 6 / / / 9 02- us

PARTIES ..i' -6-1

PARTIES 'A>) 1. _.____.a.m J-&E--xALI .--af..JUa.4e1. .St.a-s.eL ... .Ua.mmcbasl...... _. . .._ .__ __. .._., .__

._.._...__.__._._.____I._..___.._._._._.__ ~ -.__-.--..-- ~ ..-_.._._..- - .._.__~ ._.__.. certify that this memorial conwins a just and true accounl qf rlie several parriculars hereunder set forth of an instruincnt to be registered in the Office of the RegistnrCencral. PARTlCULARS REFERRED TO

1. DATEOF insTavMrNT:-- 31 j 5 11995 ' -.7 NATI.:RBOP ~STR~JWNT:- -MORTGAGE 3. i NAME,ADDRESS AND DESCRIP~ONOF EACII PARTY:- SCWH WEST ALLNlNIW & GLASS PTY. LTO. (ACN 6 544 725) of 30 Caramut Road, .' w~TnZib~l-i~3TSt~fVicto~i~erefnafter called "the Hortgagar" ) which expression where the cantext so admits shall be deemed'to include the transferees of SOUTH WEST ALUMINIUM & GLASS PTY. LTD. (ACN 006 544 725) of the one. part and rn CLNE RULE of' Griffith ,Street, Port Fairy and WILLIAM RWERT PHIUWT of 3 Darling Street, Warrnambool in' the State of,Victorh- here4naPter , ... called "the Mortgagee1*) which expression where the conte!.!t %b"'addmi t s shB1J:. 'be deemed to include the executors administrators and transferees of JOHN CLIVE RULE and WILLIAM R08ERT PHILLPOT of the second part.

4.' NAMES OF WITNESSES:-'

9. PEUJNIARY OR OTHER CONSIQERATI0M:-

6. RECITALS AND ANY OMER PARTICULARS MAT THE CASE MAY REQUIRE:-

WHEREAS (a) By a Deed dated 1st June, 1987 ("the Westpac mortgagei') and made betreen the mortgagor of the one part and WESTPAC BANKING CORPORATIQN (ARBN 007 457 141) of the other part a Memorial of which was registered In the office of the Registrar General in the State of Victoria No. 666 Book 855 the land hereinafter described was conveyed to the said WESTPAC BAWING CORFORATION (ARBN 007 457 141) in fee simple by way oP mortgage to secure the sum of $775,000 with interest thereon as therein mentioned. (b) The said principal rum of $751,391.68 still remains awing to WESTPAC BANKING CORWRATION upon the Security of the Westpac mortgage with interest thereon as therein mentioned. (cl BY a deed dated 22nd December, 1994 made between the Mortsaor and the Mbrtgagee a manorial of which &s lodged In the OPfice of fhhe ReGstrar- General and numbered 118 book 900 (!'the Rule mortgage") the

Received into the Office of the Regstrar General '4

> ,<.-:-4* ,4L--c c, A memorial of the within deed !

prcprea by . _._...~ _.__.__._....._.._...... _..___.. . _._,_. - ... I - hereinafter described ~3smnveyed to the btorkgagee in fee slmplr? by ray cf .mrtgago to cecurr the s’m $5O,COO aikh inter& therean as berein menticed. (d! The principal sun securad by the R~lemortgage $SO,D30 still rmains oning to the Mortgagee upon the security of the Rule rnortgags, with interest thereon as mentimed. (e) ThP Mortgagor has negotiated from First Legal Scuritles Limited a laan in the sum of $775,GCo to mnable the Mrtgagor to may the debt secured by the Hstpac mortgage. (f) A condition of the loan from First Legal SxurItles Limited is a Pfrst ranking security over the land hereinafter described. (g) The Mortgagor has rzquested the hnrtgagee to racmvey the equity of redemption to the Mortgagee and following the granting by the bfortgagm to the Mortgagee this mortgage lodge a menaria1 of this deed subsequent to the registration of the said mortgage to First Legal Securikies Llintted. (h) This mortgage is supplmental to the Rule mortgage and secures Uie ssme principal sum.

DESCRIPTION OF THE PROPERTY INTENDED TO RE AFFECTED:- AU THAT piece of land situate in the Sta€e of Victoria County of Villiers Parish of Wanqaom being gag of Crown Allotment-.70 and being the land described in Conve@iilrie dated the 1st day of June B87. between EllOREE PPI. LTD. as vendor and SOUTH WEST ALUt4IrUUM & GLASS PTY. LTD. as purcha 1: a Memorial of which was lodged in the Office of the Registrar General of t tate State in No. 563 Book 855. 6 iP6L767 SCHEDULE 5A TRANSFER OF LAND ACT 1958 ~~~,~~~~~~ PART 1 - SOLICITOR'S CERTIFICATE AS TU f 1 I . . (Freehold General Law Land) i

To: The Registrar of Tilles

1. JOHN MORTON ARDUE of Taib Solicitors and Consultants of 121 Kepier Slreel, Warmarnbool.' Solicitor having caused a search to be made up lo 8 October 1998 as disclosed in the attached search of !. lille againsl Ihe land in the Scfiedule, having examined the documents forming the chain of tille to the land P .. from the Crown Grant or last deed known lo the Registrar of Tilles or accepted by the Raglstrar of Tllles in a .. prior corrmslon save and excepl any documents sot out in clause 7 of the Schedule and having made 1110 . .- searches and enquirks as I consider necessary DO CERTIFY THAT: ..

1. ihe person(s) shown In Clause 3 of the Schedule haslhave acquired a good sale holding

3! The land is not subjecl to conlrol under the laws dating to bankupicy or insolvsncy. .. 4. The value 01 Ihe land including all buildings and other improvements thereon is $400,QOO.U0 or Ihereabouts.

5. i hold a current prflctising cerliflcale issued pursuant lo the provisions of the Legal Practice Act $996.

day of 7998 .

.- ..

I ..I

8.: 8.: . i... -...... , - ,'$, . . ..'.. .i I :

.. : ..'L- , .. ... :..-.._ : :.>A' .. ...ii. : :. . -.,..i . .i .- ... :.: .b>i.!! ., i. : .:. ... .' .

SCHEDULE r' '. 1. Address of property: 50A Caramlrt Road. Wermambooi 3280 .. .. 2. Land: ft- Thai pad of Crown Allotmen1 70 Parish of Wangwm containing 9579 square metres deiineaed on ' Ihe Plan of Survey dated 26 September 1998 of Jotin Szwaj Land Surveyor

4. Mortgages: Mortgage dated 31 May $995 Book 901 No.405.lo First Legal Securities Lld Mortgqe dated 31 May 1995 Book 902 No. 791 lo J.C.Rule & W. R. Phiflpol

5. Encumbrances: Nil.

6. Claims, rights, estates or interests: r

' Nil. 7. Qualifications: Nil.

.L .. . . .:4...... I# .. ..:,!. .., ! _-i.. I ,: ...... '..d.i', .. . I. . - .I .. - I.. .. - .:: f., ...... ;L Ti' , . :. .-: 8) I. .. :.-. .-,:..-.. - 3

NOTATIONS REQUISITIONS (IF ANY) SATISFIED TIME EXPIRED ON NOTICES IVI ADVERn,SEMENTCHECKED /TIME EXPIRED El

FOLLOWER ENQUIRY (F060).A- IaGi >; i I! ?! . b. [+,

CAVEAT LODGED YES/NO No ...... CAVEAT NOTICES SENT...... _...... DATE TIME EXPIRED ON CAVEAT...... DATE DlARlSED I.

FINAL SEARCHES LIS PENDENS SEARCHES 1 VUL FoL BANKRUPTCYSEARCHES 26P NOTICES CHECKED -

FOLIO & CORPRODUCED 0

PHOTOCOPIES OF FOLIO FOR: SEARCH & SKETCH 26P NOTICES C I-I ART1NG

I.--.*a- !--$SEi?..,,. ;r.LrcD ~~ i__- Notations Parish : WANGOOM Township : CrMAtlOlMWd: 70 (PART)- Sedion :

Last Plan ReFerence : - lille Reference : - 1&p:h Limitation : Nil Easement ,information MIS PUN HAS B!EN PREPARED BY E - Encumbering Easement R - Encumbering Easement (ROAD1 A - Appurtenant Easemen: REG'STRY* IAN' ViCToR'A FOR TlTLE DIAGRAM PURPOSES Easement Purpose / Authority Width Origin Land benefitted I In favour of Reference (Metres)

NIL Date I I

.. W!mte/Part ,CrownAllatmen& 7 e

Porlion at

Town .. Counly and being the land sketched on page" ''A Attached , and being '-f/part ot !he land described in Book 3 7 No. 6 '53 -. , from which this search starls.

1. I cerlify that I have made searches against the names on Ihe index sheets *' (pages ~hp.L s) and that extracts of all memorials by my search which affect lhe above land are set out on pages W X;. ** attached.

2. I alsu certify that I have searched in the Registers of Executions, Lis Pendens, Crown Deblors, and Setilements and Arrangements, against fhe names of all persons who appear from lhe memorials to have had a beneficial interest in the land during the past thir!y years, with the following . RES Uti:- / -( 'N~r2sxqmg~ eu search. adverse possessors provided to me Trustee and the Registrar of tho County Court as set out will1 !he results sol out on page(s) .

Pendens, Crown Deblors referred lo in Clause 3. l3AmELEU;y

5. I also certify that I have searched in the Bankruplcy Registers held in Iha Register-General's Office against ail persons referred to in Clause 3 and those shown in the Land Register to have an interest In !he above land during the pas! 20 years, up lo ? /z-96 being the date of lh8 microfiche, with the following results:

Bh*

SIGNED: ...... ,T!/&:kz... DATE 23 I 7 i199.3

3I-J (Signat (1 ro. of Searcher]

'u W

4\ ' delete where not applicable '* c9 altached pages sliould be numbered consecutively and each should be signed or initialred by J tha cpnrrhnr INDEX SHEET I NAME

OLD SERIEZ NEW SERIES DEALINGS

Memorials extracted to be

Memorials not applicable- "N.A." . INDEX SHEET

NAME

LAND SEARCHED.

DEALINGS

Memorials extracted to be Jicked z\ Memorials not applicable .O be marked "N.A." .' .' 7 INDEX SHEET , NAME

LANO SEARCHED

OLD SERIE:

Memori a1 s extracted to be- t-.,cked \.> Memorials not ajPlicable to be marked "N.A." INDEX SHEET

I NAME

LAND SEARCHED

OLD SERIES NEW SERIES ... I

I Memorials extracted to be t'cked fm/- -\ Memorials not applicable1 to de marked "N.A." INDEX SHEET J'

. NAME

LAND SEARCHED

OLD SERIES NEW SERIES DEAL I NGS

- L ...... __-I._L..-_.-.-_.___-..... - .___._-...... _._ __ --.__"I- _-_...__....__ _.. ..._-. __ --- .

Memorials extracted to be.,ticked Memoi-i a1 s not appl ic.ab1e $to5- e marked "N.A."

Last Registered Owners Book 8yzNo. i 3 d

' Encumbrances (other easements) Town: blolth(qe Book No. secticc: . Moagage Book No. Moagagc Book No. Covenant Book No. Charge Book NO. Noticw Book KO.

I PART I ES

SIGNED BY .-

c PREPARED BY

CONSIDERATION RECITALS -

rz, t i 3 7i 0 Gd ($it PARTIES L '1

/- RECITALS 4

/La%.&-- I BOOK i No. d 8 / PARTIES

CONSIDERATION =/ a 4.. PARTIES I PARTIES L- f.,--)

PARTIES

DATE I I I I REGM i I sc- PARTIES

SIGNED BY \- PARTIES

PARTIES

.. . PARTIES

COPISIIDEMI'ION

RECITALS ? \ I** LAND I I. . ...3 3.

6. .. ” NATIONAL AUSTRALIA BANK LIMITED formerly THE NATIONAL COMMERCIAL BANKlNG CORPORATION OF AUSTRALIA LIMITED -AINATIONN. BANK OF AUSTRALASIA LIMITED whose chief office is situate at 271 Collins Street, Melbourne in the State of Victoria (“&e Mortgagee”)

ELLOREE PTY. of Liebig Street, in the LTD 187. Warrnambooi .. said State (“the Mortgagor”)

4. GEOFFRGy qdm- D,??s.

5- $ 64,500-

6. The Mortgagee is satisfied tlist the land and hereditaments conveyed to it by a.Deed No. 638 Book 799 dated the 121;h day of May 1978 and ’ made between the Mortgagee of the one part and POTIERINGHAM NOMINEES -...-PTY. LTII. of 522 Raglan Parade. Warna~hoolof the o’iiiar pa-L excepting the land, and hereditaments hereinafter described will be .sufficient security for the moneys intended to be thereby secured.

7. ALL THAT PIECE OF LAND situate in the Parish of._Wanqoom County of: Villiers and being part of Crown Allotments 70 and 75. being the land coloured red on the plan endorsed hereon.

EXECUTED by NATIONAL AUSTRALIA DANK LIMITED by being SIGNED SEALEU AND DELIVERED in Victoria by its Attorney

(who deT3ares th2.t he h0’1.ds tho offi.ca in tile Bank inciicairci rider his s.iynatwej in the presence of:- LL,., R

......

i I j i i .....-. -..... -__,._..._.__I l.:q:p:l,.:,d !%! ...... _. -...... - ...... - .. .- .

i ((3) $3- PARTIES

PARTIES

(Freehold General Law Land)

To: T!ie Registrar of Titles

.I, DAVID ROBERT JELLlE of h/lac!ay Taylor of 135 Kepler Street Warmamboo1 io the State of Victoria, Solicitor, being a current Practitioner with the meaning of the Legal Practice Act 1996, haying caused a search to be made up to 23rd July i99S as disclosed in the attached search of titie against the land in the Schedule, having examined the documents forming the chain of title to the land fiom the Crown Grant or last deed known to the Registrar of Tides or accepted by the Registrar o€titles in a prior conversion save and except any documents set out in Clause 7 of the ScheduIe and having made the searches and enquiries as I consider necessary DO CERTIFY THAT:

1. That the person shown in Clause 3 of the Schedule has acquired a good safe holding and marketable title to the land including such appurtenances, abuttal, rights, etc. as are set out in Clause 2 of the-Schedulesubject to the mortgages, encumbrances, claims, rights, estates or interests set. out in Clauses 4, 5 and 6 of the Schedule and the quaIifications set out in Clause 7 of the Schedule.

2. The Root of Titie is the following instrument: Conveyance dated 11th September 1956 registered Number 922 Book 638

3. The land is not subject to control under the laws relating to bankruptcy or insolvency.

4. The value of the land including all buildinss and other improvements thereon is $3 50,000.00 or thereabouts.

5. I hold a current practising.certificate issued pursuant to the provisions of the Legal Profession Practice Act 1996,

Date

Signature ./??- ./??- ., / SCHEDULE

1. Address of Property: Caramut Road, Warrnmbooi 3280

2. Land: All That piece of land in the Parish of Wangoorn County of Viiliers part of Crown Allotrhent 70 and being Lot'One on a Pian of Subdivision by Mr. Surveyor hfichael William.Hand dated the 24th June 1985 of part of Crown Allotments 70 and 71 in the said Pttrish which Plan of Subdivision was sealed by the Council ofthe City of Warrnambool on the 5th November 1985 and being the land delineated and coloured red on the Plan endorsed on Conveyance Number I85 Book 542.

3. Full name'and address of owner: CVCLLIAM CECTL JOHNSTONE and PAMELA JOHNSTONE both of I Howard Street Warrnambool3280

4. Mortgages: Nil

5. Encumbrances: Nil

6. Claims, rights, estates or interest: fi1

7. Qualifications:

have not inspected the following deeds and I have been unable to locate their whereabouts:

968 17th November Conveyance John AstIey Bromfield to Thomas Stevens Number 658 Book 157

74 27thMarch Convevance Thomas Stevens to WXiam Monis and Michael Morris Number 429 Book 235

:ds registered since Conveyance Number 429 Book 238 and prior to Partial Reconveyance :d 30th October 1985 Number 187 Book 842 are lodged in Dealing Numbers at the istrar General's Office as disclosed in the Search. AP087468F 3 190038 OR02 26D 859

. CONVERSION CLERK I 7...... NOTA1ONS REQUISITIONS (IF ANY) SATISFIED n TIME EXPIRED ON NOTICES 0 ADVERTISEMENT CHECKED /TIME EXPIRED 0

FOLLOWER ENQUIRY (F060) 0

CAVEAT LODGED YES /NO No...... CAVEAT NOTICES SENT ...... _...... _.. DATE TIME EXPIRED ON CAVEAT:...... ”...... DATE DlAR IS E D 0

FINAL SEARCHES a LIS PENDENS SEARCHES L4-1 BANKRUPTCYSEARCHES 26P NOTICES CHECKED VOL. FOL ALLOCATED 9 LOT PLAN UPDATED FOLIO & COFT PRODUCED nEz

8. Cl-ERICAL OFFICER DATE

PHOTQCOPIES OF FOLIO FOR: I’ SEARCH & SKETCH 26P NOTICES Liz? CHARTING 1‘ CASE mr4PLm 0- TIPS PUN H*S BEEN PREPARED FCR bW0 REGISTRY. LAN0 VICTORIA

POrpae/Aulhorily wdm Gtigin checked .__...._... . Relerence by ......

N [L Ode

As8iganl Rcpislrar of Tilhs

0 Q 0 e Page 1 of I Print Date: 25/512004

7::re. 12 3. Number: 3680865 Product ReDort

~ ~~~~ ~ Search Type Customer Reference Document Register 13500 FElGL AND NEWELL Title 10444/991

Search staiement supplied. . Plan could-notbe printed. Re,quest reprint tomonow. 0 State of Victoria. mis publication is mpyright. No pati may be reproduced by any process except in accordance with the PrOvisiOtIS of the Copyright Act or pursuant to a written agreement The infarmation from fie Reqisler of Land is only valid al the time and in the form obtained from the LANDATACD Smem. The State of Victoria accepts no responsibility for any subsequent release, publication ar reprodudion of the information. FmAL SgAaCd STATEXXNT Land Victoria Security No .: 124 01 04055 66F Volume 10444 Folio 991 Produced 25/05/2004 02:31 PM

DEALING ACTMTY IN TEE LAST 105 DAYS NIL

STATEMENT END

NOTE This statement details any dealing.with the land being searched which has either been registered within Ihe last 105 days or wtrich remains unregistered other than a dealing affecting a Subdivision Act pian or strata or duster subdivision a memorandum of which or a reference to which has been or is to be entered on the plan.

If the land is part of a Subdivision Act plan or strata or cluster subdivision herelevant plan should be inspected. Ind GST: Fee: $7.50

The PlaceTo Be Page 1 of 1 Gcpartmrx of Sustainability and Environment

-.--.._ . . -... ---.I.-.. - ...... I ... _.. - . . ._.. w Sta~01Vtctana This p'uzha~cnIS qyngni. Eio parr may b repmoud by any pro~essexcapt :n aixmdance wm me pm.?sians G; me Copyrght Act or pursuant to a written agreement The information from the Register of Land k only valid at the time and in the form obtained from !he LANDATAfBSystem. The State of Victoria accepts no responsibilityfor any subsesuent release, publication or reproduction of the information.

Security no : 1240104055633 Volume 10444 Folio 991 Produced 25/05/2004 02:31 pm LAND DBSCRIPSION Lot 2 on Plan of Subdivision 422541L. PARENT TITLES : Volume 10404 Folio 551 ' Volume 10436 Folio 564 Created by instrument PS422541L 19/05/1999

REGISTERED PROPRIFXOR Estate Fee Simple Joint Proprietors WILLIAM CECIL JOHNSTONE PAMELA JOHNSTONE both of 1 HOWARD ST WARRNAFZBOOL 3280 W0957595 09/06/1999

ENCUMBRANCES, CAV&ATS AWD NOTICES

Any enc*rances.created by Section 98 Transfer of Land Act 1958 or Section

24 Subdivision Act 1988 and any other encumbrances shown or entered on the plan set.out under DIAGRAM LOCATION below.

DIA- LOCATION SEE PS422541L FOR FURTHER DETAILS AND BOUNDARIES

DEALING ACTIVITY IN TXX LAST io5 mys

NIL

Account: 13500 Order: 3680865 nue iom . Page 1 of 1 Pagelof1 Print Datr?: 25W2004

Timg- .: ...y .a*.. . e-."" Number: 368:0853 Product.Report Search Type Customer Reference Document Register 13500 FEiGL AND' NEWELL Titie 104441990

Search statement supplied and Pian to be supplied.

(P State of Victoria. This publication is copyti@!. No part may be reproduced by any process except in accordance with the pmismns of the Copyright Act or pursuant to a written agreement The information from the Register of Land is only valid at the time and in the form obtained from the LANDAT- Sy&m. The State of Victoria accepts no responsibility fur any subsequent release. publication or reproduction of the information.

FINAL SEARCH STATEMENT Land victoria Security No : 1240 1040554 8A Volume 10444 Folio 990 Produced 25105/2004 02 :30 PM

DEALING ACTI?KTY THE LAST 105 DAYS NIL

STATEMENT END

NOTE This statement detads any dealing with the land being searched which has either been registered wilhin the last 105 days or which remains unregistered other than a dealing affecting a Subdivision Act plan or strata or cluster subdivision a memorandum of which or a reference to which has been or is to be entered on the plan.

If the land is pari of a Subdivision Adplan or strata or duster subdivision the relevant plan should be inspected. lncl GST: Fee: $7.50

.Page 1 of 1 r~p.m:.;emof Susta inability a tid Environ.ment

. .. __...... -.-..--...... -... .- -. - . . . - I ...... - .._ . - __ .__ ;?state 0; vicmfia. I nis pustiawn IScopyngnt. rto pan nay be ;epmk~ced any exc2p: in accaictme WUI ne i;n;;sijns.S me Copydght Act or purwnt to a written agreement The informath from the Register of Land is only valid a! the 6me and in the form obtained from the LANDATAC3 System. The State of Victoria accepts.no responsibility for any subsequent release. Publication or reproduction of the information.

Security no : 124010405546B Volume 10444 Folio 990 Produced 25/05/2004 02:30 pm LAND DESCRIPTION Lot 10.n Plan of Subdivision 422541L. PARENT TITLES : Volume 10404 Folio 551 Volume 10436 Polio 564 Created hy instrument PS422541L 19/05/1999

REGISTERED PROPRIETOR Estate Fee Simple Sole Proprietor, SOUTH WEST ALUMINIUM C GLASS PTY LTD of 177 KOROIT ST. WARRNAMBOOL 3280 PS422 54 1L 19/05/1999

ENCUMBEWCES, CAVEATS AND NOTICES MORTGAGE Book 901 No. 405 BANKSIA SECURITIES LTD Transfer of Mortgage W346007F 13/10/1999

MORTGAGE Book 902 No. 791 JOHN CLIVE RULE WILLIAM ROBERT PHILLPOT

Any encumbrances created by Section 98 Transfer of Land Act 1958 or Section

24 Subdivision Act 1988 and any other encumbrances ahown or entered on the plan set out under DIAGRAM LOCATION below.

DIAGRAM LOCATION SEE PS422541L FOR FURTHER DETAILS AND BOUNDARIES

DEALING 'ACTIVITY IX THE LAST 105 DAYS

NIL

STATEMENT END Gepanmc-it of Sustaina bil ity Page 1 of 1 and Environment Print Date: 25/5/2004

7. -~..- . .I..”.ii.”._ i bJ urnbe r: 3680869. ’Product Report Search Type Customer Reference Document Regis te r 13500 FEIGL AND NEWELL Title 104041551

Search statement supplied.

8 State of Victoria. rm’s pubficafitm is copyright No part may be reproduced by any process except in aCardance with the provkions of Ihe Copyright Act 01 pursuant lo a Written agreement. The information from the Register of Land is only valid at the time and in the form obtained from the LANDATA@System. The State of Victoria ampts no responsbility for any subsequent release, publication 01 reproduction of the information.

FINAL SEARCH STATEMENT Land Victoria Security No : I24 010405575V volume 10404 Folio 551 Produced 25/05/2004 02~31PM

DEALING ACTIVITY XN THE LAST 105 DAYS NIL

STATEMENT END

NOTE This statement details any dealing with the land being searched which has erther been registered wthin the last 105 days or which remains unregistered other than a dealmg affecting a Subdivision Adplan or strata or cluster subdivision a memorandum of which of a reference to which has been or is lo be entered on the plan.

If the land is part of a Subdivision Act plan or sbata or duster subdivlsion the relevant plan should be inspected. fnd GST: Fee: $0.00

Page 1.of 1 and Environment

. .- . . ~ _..... ~~ -..- -...-1.-_..-.-.-..-.- . . - . _- _.___ . .. , - __._A_--

GJ 5;ra:e ~ Vimiia. I RE pub~catlonis capvgnt NO pan may ae repronoucad 9 eny process excep in accomance WIM %e pnwsrans ot ihe Copyight Act or pursuant to a written agreement The Infonation from the Register ofLand IS only valid at Ute time and in the form obtained from the IANDATAa System. The State of Viaorla amp& no responsibility for any subsequent release. publication or repdudon of the information.

LAND LOT ONE on Title Plan 0117405. Created by Application No. 87468F 19/08/1998

REGISTERED PROPRIETOR ESTATE FEE SIRPLE JOINT PROPRIETORS JOHNSTONE, WILLIAM CECIL; 1 ROWARD STREET WARRNAMBOOL 3280 JOHNSTONE, PAMELA; 1 HOWARD STREET WARRNAMBOOL 3280 Application NO. 87468~19/08/1998 mRANCES, CAVEATS AM) NOTICES

Any encumbrances created by Section 98 Transfer of Land Act 1958 or Section ,

24 Subdivision Act 1988. Any other encumbrances shown or entered on the plan.

Warning as to Dimensions Any dimension and connecting distance shown is based on the description of the land as c0ntained.h the General Law Title and is not based on survey information which has been investigated by the Registrar of Titles.

SEE TP011740J FOR FURTHER DETAILS AND BOUNDARIXS

UNREGISTERED DEALINGS

Obtain Final Search Statement for unregistered dealings '

STATEMENT END

Account: 13500 Order: 3680869 ntle lM04E51 Page 1 of I .. I STAGE NO. I LTO OSB onb I PlanNumber 1' PLAN OF SUBDlVlSlON I / I EDITION- -I I PS 42'25411 . hation of hnd Parish: Wungoom Township: - section: - hAlloiment 70 (part) Crown Portion: -- LTO Bose Record: ChOrt 20 - 3729 Tie Reference: VOL 10436 ML564 VOt 10404 FOL 551 Last Plan Referen- Appln. 87468 & 87469

Postal Address: 30-32 Warmarnbool-Camrnut Road ;a! kc d =kdvhbn) Warmambool 3280

zone: 54

W uvq bo ba ODmCLd C mab No.(*) 54,576.4M & W kRDebmdwkroNo.21

Easement Information LTO use only E--MaCondPbnb(Zpm (;rmllatbBmln8ofmEplonnL r-Ipp.bmdtmrt R--thmnt(Rmd). Statement of Compliance/ Exemption Stdement

PS422541L. Page 1 of 2, Printed 14:30 25/05/2004. Search Enquiry 3680853, Customer 13500 .. .. . I I Stage NO: Plan Number 1 PLAN OF SUBDIVISION I/ PS 4225411.

I- d 2 1.435ha

< +, s*a ...

4.57

uQI(sED SURKYOR (PRINI] ,K$&sqkd ...... _...... I......

SIGNATURE ....-...... ll.ll...ll ..... I ....I ..... I...... OAR le/9 / 38 DATE €5 /10/1458 RE13111 m0H: DJ COUNCIL DUME SIGNATURE rJm?m Appendix D Borehole LQgS

31/15352/19013 Envlronmerttal Site Assessment Rear of 30 8 32 Catamut Road. Wanambwl. Victoria IWAGEMENT SOIL TEST PIP LOG B €NGINELING Test Pit No.: TP1 Page: 1 of 1 u Em1RoNME'4T WENT: Johnstone PROJECT: Warmamboo1 COMMENCED: 21M6B04 JOB No.: 31 15352 LOCATION: COMPETED: 21/06/2004 CONTRACTOR: LOGGED BY DT CHECKED BY: VERTICAL EQUIPMENT: R.L SURFACE (m): DATUM: TOTAL DEPTH (m): 1.0 X-COORDINATE: WIDTH (m): Y-COORDINATE: HORIZONTAL DATUM: LENGTH (in): t .. I DESCRIPTION AS1726 Soil Group Symbol, PI0 E Sample ID colour, soil types, partlde characterlstlm or - @Pm fines plasticity, secondary and minor Comments 5 components. zP rO.0 Ground Surface Sllt Dark brown organic rich with some plant matter. J 0.0: -- 0.1 TP1-0.1 Low Plasticity, moderate density. moist no visual contamination or odour, 0.1: PI0 <2ppm r0.2 - 0.2 {

0.3 y Graded horizon (increasing clay content) 0.4- TP1-0.5 -----_------_-_ ------Silty Clay no visual contamination or odour, 0.5 y Light brawn organic rich. loose, moist. PID e2ppm - -0.6 1 - 0.61

0.7: - 0.8 - - TP1-1 .o 0.91

End of hole @ 1.OOm no visual Contamination or odour. 1.07 PID c2ppm

1.11 -1.2 1.2- -1 3 1.3-- r1.4 1.4- - 1.5:

1.6 ~1.7 1.7: r1.8 1.a- r1.9 1.9: r2.0 1 2 0- - 12.1 I - 2.1 - I I 3 SOIL TEST PIT LOG

;LIEN: Johnstone 1ROJECT: Warmambod JOB No.: 3115352 COMPLETED: 2l1o612004 DCATION: LOGGED BY: DT i ;ONTRACTOR: EQUIPMENT: CHECKED BY: VERTICAL DATUM: TOTAL DEPTH (m): 2.0 WIDTH (m): 3.L SURFACE (m): - '3RIZONTAL DATUM: LENGTH (m): nr- - m 1 0 DESCRIPTION AS1726 Soil Group Symbol, sample ID -E flnes plasticity, secondary and minor - components.

TP2-0.1

-0.2 1 Graded horizon -0.3 ______------Silty Clay -0.4 1 tight brown red, dense, dry, Stiff. 10.5 1 TP2-0.5

-0.6

-0.7 rO.8

70.9 -~ t1.o TP2-1.o

-1.1

-1.4

-1.5

-1.6

-1.7

71.9

-2.c

-2.1 - SOIL TEST' PIT LOG Test Pit No.: TP3 Page: 1 of 1 I CLIENT: Johnstone COMMENCED 21/06/2004

LOCATtPROJECT: ON: Wannarnbool JOB No.: 3115352 COMPLETED: 21~06/2004 LOGGED BY: DT C^"'"rulY I Wlr- ---- I un: - EQUIPMENT: CHECKED BY:

R.L SURFACE (m): mCALDATUM: TOTAL DEPTH (m): 1.0 rviuin pi): X-c OORDINATE - Y-COORDINATE: HORIZONTAL DATUM: LENGTH fml:

DESCRIPTION AS1726 Soil Group Symbol, PIC cofour,soil types, particle characteristlcs or 7E Sample ID - @Pn fines plasticity, secondaty and mlnor s components. 2 a

0.0 Ground Surface Sllt Dark brown organic rlch with some plant matter. t 0.1 TP3-0.1 Low plasticity, moderate density, moist

D.2

1.3

Graded horizon 1.4 (Increasingclay content)

).5 TP3-0.5 ------______-______Silly Clay no visual contamination 01' odwr, Light brown organic rich, loose, moist. PID 4ppm 0.6;

I 3.7:

1.8; r. - 1.9- / End of hole 8 1.Wm IO visual contamination or odour 1.0- 'ID Qppm

I1.1-

1.27

1.37

1.4-

1.5:

1.6:

1.7-

- 1.9:

2.0- - 2.1 T

i SOIL TEST PIT LOG Test Pit No.: TP4 ,WNAGMNTEbGNEERING IPage: 1 of 1 COMMENCED: 21/0612004 CLIENT: Johnstone COMPLETED: 21/~04 PROJECT: Warmambool JOB No.: 31 1- I LOGGED BY: M LOCATION: CONTRACTOR : EQUIPMENT: CHECKED BY: R.L SUWACE (In): VERTICAL DATUM: TOTAL DEm(m): 1.0 WIDTH (m):

Y-COORDINATE: HORIZONTAL DATUM: LENGTH (m): X-COORDINATE:

OESCRlPTlON AS1726 Soil Group S@& PID colour, soil types, particle characterlstlcs or Comments E Sample ID (ppm) flnes plastlcity, secondary and mlnor - components. f 0. 2 Ground Surface -0.0 Silt OX Dark brown organic rich With some plant matter. I Low plasticity, moderate density. moist no visual contamination or odour, -0.1 TP4-0.1 PID c2ppm

-0.2

r0.3 Graded horizon ~0.4 (increasing clay content)

______-----_---3 visual contamination or odour, Silty Clay ID <2Pp ii Light brown organic rich. loose, moist. ! 0.9

IO visual contaminationor odour 1.o End of hole @ I .OOm 'ID dppm

1.1

1.2

1.3 1.4: 1.4 1.5: 1.5 1.6: r1.6 1.7: ~1.7

1.8: r1.8

1.91 yl.9

2.0 -J SOIL TEST PfT LOG Test Pit No.: TP5 Page: 1 of 1 mz;E&--U

DESCRIPTION AS1726 Soil Group Symbol, colour, soil types, partlcle charecteristlcs or fines plasticity, secondary and mlnor Comments E . components. - 5 P a J n Ground Surface I _. Sllt 0.0. Brown organic rich with some grit. Loose, moist, TP5-0.1 + QAlIQA: son. PID c2ppm 0.1.

- 0. 0.2-

--0. ------Silty Clay 0.3- Dark brown organic rich, dense, dry, Rrm. -0.. 0.4 -

TO.! TP5-0.5 PID capm 0.5-

r0.t 0.6:

TO.; 0.7- - T0.t 0.8: - r0.5 0.9: TP5-1 .O T1.C End of hole @ 1 .OOm 'ID 4ppm 1.0{

r1.1 1.11

1.21

Tl.3 - 1.3; 1.4 I .4,

1.5

1.6

1.7 - -1.9

1-2.0

T2.1 - SOIL TEST PIT LOG Test Pit No.: TP6 Page: 1 of 1

:UENT: Johnstone COMMENCED: 21/06/2004 JOB 315352 COMPLETED: JROJECT:WarrnamiMd No.: 211o6/2004 -0CATION: LOGGED BY: DT 2ONTRACTOR HXI1PMENT: CHECKED BY VERTICAL DATUM: TOTAL DEPTH (m): 1.O WIDTH (m): XL SURFACE (m): K-COORDI NAE Y-COORDINATE- HORIZONTAL DATUM: LWGTH (m):

DESCRIFWON AS1720 Soil Group Symbol, - colour, soil types, partide characteristies or Comments -E fines glastlctty, secondary and minor 5 components . P2 - Ground Surface 0.0 sin Dark brown organic rich with some plant matter. 0.1 Low plasticity, moderate density. moist. D visual contaminationor odour. ID 4T~m

.0.2

.0.3 Graded horizon .0.4 (increasing clay content)

-0.5 ______^______-_------o visual contarnindon or odour, Silty Clay 'ID dppm Light brown organic rich, loose, moist. -0.6

-0.7

-0.8

-0.9

1 .o: :1.0 io visual contamination or odour, End of hole @ 1.OOm 'ID 4ppm 1.1: :1.1

1.2: :1.2

-1.3 1.3:

1.4: -1.4

1.5; -1.5

1.6: ~1.6

1.71 r1.7

1 .a, rl.E --

hUNAGEMEt4T SOIL TEST PIT LOG Test Pit No.: TP7 Page: 1 ot 1

PROJECT: Warrnambool JOB No.: 31 15352 COMPLEIED: 21/08~m LOCATION: LOGGED BY DT CONTRACTOR: EQUIPMENT: CHECKED BY R.L SURFACE (m): VERTICAL DATUM: TOTAL DEPTH (m): 20 WIDTH (m): X-COORDINATE: Y-COORDINATE: HORIZONTAL DATUM: LENGTH (m):

DESCRIFTION AS1726 Sol1 Group Symbol, Sample ID colour, soil types, partlcle characteristlcs or zc flnes plastictty. secondary and minor Comme nts E components. - f 5 QB B - -n 9.( Ground Surface Sllt 0.0- Dark brown organic rich with some Rlant roots, Low plasticity, moderate density, soft, moist, ,0: TP7-0.1 no visual contamination or - poorly sorted. 0.1 staining, PID 4ppm - 0.; 0.2: - 0.: 0.31 -I 0.4 - 0.4- - 0.5 TP7-0.5 no visual contamination or 0.5: staining. PID 4ppm - 0.E Graded horizon ...... 0.6- Silt 0.7 - Dark-light brown organic rih with some grit. 0.7- Low plasticity. well sorted. D.8 0.8:

3.9 0.9:

1 .o PI-1.O io visual contamination or 1 .o- staining, PID c2ppm - .1 I 1.1:

I .2 1.2-

I .3 1.3:

I .4 1.4-

.s ------SibClav 1.5- Red-brovk, moist, firm, dense, with moderate plasticity. 1.6:

I .7-

1 .a-

.9 - TP7-2.0

End of hole @ 2.Mm o visu :ontamination or !.O 1 tainiq ’ID <2pprn

1.1-

! SOIL TEST P1T LOG Test Pit No.: TP8 paga:lotl

CUENT: Johnstone COMMENCED: 21/06/2004 COMPLETED: 21/06/2004 PROJECT: Warrnamboof JOB No.: 31 15352 LOGGED BY: DT LOCATION: CONTRACTOR: EQUI PM Em: CHECKED BY: R.L SURFACE (m): VERTICAL DATUM: TOTAL DEm(m): 1.0 WIDTH (m): Y-COORDINATE HORIZONTAL DATUM: LENGTH (m): X-COORDINATE: - I. 12-1 E, DESCRiPTlON As1726 Soil Group Symbol, v) colour, soil types, particle characterlsttcs or 0 A Comments -m E Sample ID fines plasticity, secondary and minor - 0 components. -0 5 5 a 3 Ground Surface 3 - 0.0 -0.0 Slit Dark brown organic rich with some plant tnatter. Low plasticity, moderate density, moist. visual contaminalionor 3.1 -0.1 TP8-0.1 no odour, PID dppm 0.2 -0.2

-0.3 i Graded horizon ~0.4 (increasing ctay content)

-0.5 TP8-0.5 I io visual contamination or odour,

L r0.6

70.7 rO.8

70.9 TP8-1 .O r1.0 no visual contamination or odour, End of hole @ 1 .OOm PID c2ppm

-1.1

-1.2 r1.3

~1.4

-1.5 c-1.6 /I-r 2.1 SOIL TEST PIT LOG Page: 1 of 1

CLIENT: Johnstone COMMENCED: 21/08/2004 PROJECT: Wannarnbool JOB No.: 31 15352 COMPLETED 21/06/2004 LOCATION: LOGGED BY: DT CONTRACTOR: EQUIPMENT: Hand Auger CHECKED BY: R.L SURFACE (m): VERTICAL DATUM: TOTAL DEPTH (m): 1.O WIDTH (m): -X-COORDINATE: Y-COORDINATE: HORIZONTAL DATUM: LENGTH (m]: - - 0 P ... DESCR1PTION As1726 SoilLGroup Symbof, E PID dour, soil types, particle characteristlcsor - Sample ID Comments - E fines and Y :PFW plasticity, secondary minor -E 5 components. a 5 d 0 I a Ground Surface - -0.0 ,A,. 0.0- Concrete i ...... h:x 1Y.F:: ...... YO.1 EHQ-O.1 PID dppm ...... 0.1 -

Dark brown organic rich, loose. y0.2 moisl. 0.2-

~0.3 0.3-

~0.4 0.4-

-0.5 BH9-0.5 0.5-

;0.6 0.6-

-0.7 0.7- yO.8 0.8 -

-0.9 0.9- BH9-1.0 -1.0 1 .o-

-1.1 1.1 -

-1.2 1.2-

71.3 1.3-

-1.4 1.4-

-1.5 1.5-

-1.6 1.6-

-1.7 1.7-

-1.8 1 .E-

71.9 l .9-

-2.0 2.0-

-2.1 2.1 - SOIL TEST PIT LOG Test Pit No.: TPfO Page: 1 of 1 U@pZE

R.L SURFACE (m): -X-COORDINATE Y-COORDINATE HORIZONTAL DATUM:

DESCRIPTlON AS1726 SON Group Symbol, colour, soil types. partlde characterlstlcs or - Comments A YE fines plasticfty, secondary and mlnor -E 5 components 5 Q 0 -: a Ground Surface - 0.0 grassed surface Silt 0.0 Brown organic rich with some grit, plant matter 8 0.1 TP10-0.1 worms. Low plasticity and poorly graded. no visual contamination or odour. 0.1 PID dppm 0.2 0.2

0.3 0.3 ------____---_----. Silty Clay 0.4 Brown organic rich with same plant roots. 0.4 Moderate plasticity, well graded, firm, dense, moist. 0.5 TP10-0.5 no visual contaminationor odour, 0.5 PID <2ppm 0.6 0.6

0.7 ___------. 0.7 Silty Clay 0.8 Light brown organic rich. Moderate plasticity, 0.8 well graded, firm, dense. moist. 0.9 0.9 TP10-1 .O 1 .o no visual contaminationor odour, 1 End of hole @ 1 .Oh .o PID c2ppm 1 .l 1.1

1.2 1.2

1.3 1.3

1.4 1.4

1.5 1.5

1.6 1.6

1.7 1.7

1.8 1.8

1.9 1.9

2.0 2.0

E. 1 2.1 &UNAG EMEM SOIL TEST BIT LOG Test Pit No.: PPI1 EEIGINEEIPNG Page: 1 oil E t4URONMENT

-X-COORDINATE: Y-COORDINAE HORIZONTAL DATUM: LENGTH (m):

DESCRIPTIOH AS1726 Sal1 Group Symbol,

CI colour, soli types, partlde characterlstlcs or E. Sample ID flnes piasticity, seconday and minor Cornmenta -E s components 5 !if 2 -0 n Ground Surface - r0.0 grassed surface 0.0 Sill Dark brown organic rich with some plant roots. 70.1 TP11-0.1 Low plasticity, moderate density, soft, moist, no visual contamination or odour, 0.1 poorly sorted. PI0 <2ppm y0.2 0.2

~0.3 0.3

0.4 r0.4 ...... Graded hotizon Clayey Silt y0.5 TP11-0.5 Brown organic rich. Moderate plasticity, firm. no visual contamination or odour. 0.5 dense, moist. PI0 4ppm 70.6. 0.6 r0.7 0.7 r0.B 0.8

-0.9 0.9 TP11-1 .Q T1.0 no visual conlamination 01 odour. 1.o End of hole @ 1 .OOm PID <2ppm -1.1 1.1 r1.2 12

-1.3 1.3

-1.4 1.4 rl.5 1.5

~1.6 1.6

-1.7 1.7

T1.a. 1.8

-1.9 1.9

-2.0 2.0

-2.1 2.1 - SQIL TEST PIT LOG Test Bit No.: TP12 @j Page: 1 of 1 U CLIENT: Johnstone COMMENCED: 21io6noW PROJECT: Warmambool JOB No.: 31 15352 COMPLETED: 21msruws LOCATION: LOGGED BY: DT COMRACTOR: EQUl PMENT: CHECKED BY: R.L SURFACE (m): VERTICAL DATUM: TOTAL DEPTH (m):1 .O WIDTH (m): X-COORDINATE Y-COORDINATE; HORIZONTAL DATUM: LENGTH (m):

DESCRIPTION AS1726 Soil Group Symbol, PID . colour, sol1 types, particle ctraracteristics or - Sample ID -E @Pm) fines plastlclty, secondary and mlnor 5 components. 8 -a 1 Ground Suriace -0.0 ...... 0.0- Sandy Silt ...... Gritty silt and medium grained sand, poorly ...... r0.1 TP12-0.1 sorted. Brown grey wlth Some came sand and no visual contamination or odour, ...... 0.1 - - gravel. Moist, firm, dense. eppm ...... PID ...... I .-.._...... T0.2 ...... 0.2- ...... I...... ~0.3 Dl; : : : : : ::: 0.3- I::...... ~0.4 ...... 0.4- ...... -0.5 1- TP12-0.5 no visual contaminationor odour. I I:! I 0.5- ...... PID dppm ...... I:::I : ::: : :: : ~0.6 ...... 0.6- ...... 0.7 ...... I;::::::::::...... 0.7- ...... 0.8 I:...... :: : : : ::: : : 0.8- I:...... :: : : : :: : : : ...... 0.9 plastic pipe containing some ...... :: : : : :: ; : : : 0.9- TP12-1 .O water, PI0 eppm ...... : :: : : :: : : : r1.0 no visual contamination or odour, I: 1.0- End of hole @ 1 .OM PID *pm rl.1 1.1-

71.2 1.2- r1.3 1.3-

~1.4 1.4-

1.5 1.5- r1.6 1.6- r1.7 1.7-

T1.8 1.8-

71.9 1.9- r2.0 2.0-

-2.1 2.1 - - a'AANAGEM%T SOIL TEST PIT LOG Test Pit No.: TP13 ENGINEERING Page: 1 of 1

I CLIENT: Johnstone COMMENCED 21/a6/2004 PROJECT Wmambool JOB No.: 3116362 COMPLETED 2l/osnooS LOCATION: LOGGED BY: DT CONTRACTOR: EQUIPMENT: CHECKED BY: R.L SURFACE (m): VERTICAL DATUM: TOTAL DEPTH (m): 0.30 WIDTH (m): I X-COORDINATE: Y-COORDINATE: HORIZONTAL DATUM: LENGTH (rn):

DESCRIPTION -AS1726 Soil Group Symbol, Sample ID dour, soil types, particle characteristies or fines plasticity, secondary and minor Comments -E components. 5 4 - -0 ro.0 Ground Surface Silty Clay minor stalnlng at SUW 0.0 1 Dark brown organic rich, moist, medium density. T0.1 TP13-0.1 PID dppm 0.1

-0.2 0.2:

r0.3 End of hole @ 0.30m 0.3:

r0.4 0.4:

~0.5 0.5;

T0.6 0.6 -

~0.7 0.7:

rO.8 0.8 1

-0.9 0.93

Ll.0 1.0:

-1.1 1.1 1

rl.2 1.2-

-1.3 1.3:

-1.4 1.4-

-1.5 1.5-

r1.6 1.6:

-1.7 1.7; - rl.8 1 .8-

-r1.9 1.9-

T2.0 2.0-

72.1 - SOIL TEST PIP LOG Test Pit No.: TP14 Page: 1 Of 1

U I CLIENT: Johnstone COMMENCED: 21/08/uw4 PROJ€CT: Wannambool JOB No.: 3115352 COMPLETED: 2lloS12004 LOCATION: LOGGED BY DT CONTRACTOR EQUIPMENT: CHECKED BY VERTICAL DATUM: TOTAL DEPTH (m): 030 WIDTH (m): Y-COORDINATE: HORIZONTAL DATUM: LENGTH (rn):

DESCRfPTlON AS1726 Soil Group Symbol, PID colour, soil types, particle cherecterMlcs or Commenta - @PW fines plasticity, secondary and minor -E components. 5 0 P Ground Surface minor staining surface Sllty Clay at 0.0 - Dark brown organic rich. moist, medium density. PI0 4ppm 0.1 -

0.2-

0.3-

0.4-

0.5-

0.6-

0.7-

0.8-

0.9-

1 .o-

1.1-

1.2-

1.3-

1.4-

1.5'

1 .e'

1.7-

1.8-

1.9'

2.0-

2.1.

7 mWGEMEN T SOIL TEST PIT LOG Test Pit No.: BH15 EPKjlNEERlNG Page: 1 of 1

CLIENT: Johnstone COMMENCED: 21A6/2OCu PROJECT: Wamambool JOB No.: 3115352 COMPLFTED: 21rn~i~o04 LOCATION: LOGGED BY: DT CONTRACTOR: EQUIPMENT: Hand Auger CHECKED BY: VEKTICAL DATUM: TOTAL DEPTH (m):1 .O WIDTH (rn): Y-COORDINATE: HORIZONTAL DATUM: LENGTH (m):

DESCRIPTION AS1726 Soil Group Symbol, colour, soil types, partlcte characteristics or - Sample ID - YE tlnes plastlcfty, secondary and minor YE 5 components. 5 2- Q -a -g ro.0 Ground Surface Concrete 0.01 . __ Sand ...... ro.1 BH15-0.1 PID 4ppm ...... 0.1 Silt Dark brown organic rich, loose, moist 0.2

0.3:

0.4-

8H15-0.5 PID <2ppm 0.5:

-3.6 0.6:

~0.7 0.7:

-0.0 0.8: yo.9 0.9: BH15-1.O PID <2pprn 1 End of hole @ 1.oOm .o:

1.1; .d

1.3:

1.4:

1SI

1.6:

I .7-

1.8:

1.9:

2.0:

2.1 - - #WAGEMEM SOIL TEST PIT LOG Test Pit No.: TP16

Page: 1 of 1 ENV1RONM.WT

PROJECT: Warmambool JOB No.: 3115352 COMPLETED: 21/06/2004 LOCATlON: LOGGED BY: DT CONTFlACTOR: EWIPMENT: CHECKED BY: RL SURFACE (m): VERilCAL DATUM: TOTAL DEPTH (m): 0.50 WIDTH (m): X-COORDINATE: Y-COORDINATE: HORIZONTAL DATUM: LENGTH (rn): - M DESCRIPTION AS1726 Soil Group Symbol, colour, soil types, partide characteristics or Comments fines plaaicity, secondary and minor -E components. € B 0 4 - Grwnd Surface gravel driveway at surface 0.0. -0.0 Silt

-0.1 TP16-0.1 0.1 '

-0.2 0.2,

-0.3 0.3

-0.4 0.4

-0.5 0.5 End of hole @ 0.501~1

-0.6 0.6

-0.7 0.7

-0.8 0.8

-0.9 0.4

-1.0 1 .o

-1.1 1.1

-1.2 1.2

-1.3 1.3

-1.4 1.4

-1.5 1.5

-1.6 1 .I

-1.7 1.7

-1.a 1 .a

-1.9 1.9

-2.0 2.0

-211 - SOIL BOREHOLE LOG Borehole No.: BH17 Page: 1 of 1

I CUENT: Johnstone COMMENCED: 26107?(#)4 PROJECT: Wannambool ?OB No.: 3115352 COMPLETED: 26/07f20W LOCATION: LOGGED BY: DT CONTRACTOR: EQUIPMENT: Hand Auger CHECKED BY: R.L SURFACE (rn): VERTICAL DATUM: TOTAL DEm(m): 15 DIAMETER (mrn): 100 X-COORDINATE: Y-COORDINATE: HORIZONTAL DATUM: L

DESCRIPTION AS1726 Soil Group Symbol, colour, - Sample ID soil types, partlcle charamristlcs or fines plasticity, Comments YE secondary and minor components 5 % -P Ground Surface ro.0 Fill 0.01 Brown. heterogeneous mix of silt and grit. Reworked, ro.1 BH17-0.1 moist. loose. PID dppm 0.1 7

T0.2 0.2:

~0.3 0.3 2 Silt ~0.4 Dark brown organic rich. Low plasticity. maderate 0.4: density, moist. - r0.5 BH17-0.5 PID c2pprn 0.5 1

9.6 0.6:

~0.7 0.7 : - TO.8 SIlt 0.8; - Light brown organic rich. Loose, moist. -0.9 0.9: r1.0 BH17-1.0 PID dppm rl.1

-1.2 1.2-

-1.3 1.3:

-1.4 1.41 BH17-1.5 -1.5 PID dpprn 1.5: End of hole @ 1.5m

-1.6 1.6:

-1.7 1.7: y1.8 1.8:

-1.9 r2.0 r2.1 '\WAGEMENT SOIL BOREHOLE LOG

Page: 1 of1

I CLIENT: Johnstone COMMENCED: 26/07/2004 PROJECT: Warmambool JOB No.: 3115352 COMPLETED: 26/0712004 LOCATION: LOGGED BY: DT CONTRACTOR: EQUIPMUIJT: Hand Auger CHECKED BY: R.L SURFACE {rn): VERTICAL DATUM: TOTAL DEPTH (m): 1.5 DIAMETER (mm): 100 XCOORDINATE: Y-COORDINATE: HORIZONTAL DATUM:

DESCRIPTION AS1726 Soil Group Symbol, colour, v) Sample ID soil types, particle characteristics or fines plasticity, Comments secondary andmlnor components. s

D Ground Surface - -0.0 R11 1.0- Brown. heterogeneous mix of silt and grit. Reworked, moist, loose. -0.1 BH18-0.1 PID dppm 1.1 -

-0.2 1.2;

-0.3 1.3- Silt -0.4 Dark brown organic rich. Low plasticity, moderate 1.4 7 density, moist. 4 -0.5 61-118-0.5 PID c2ppm 1.5:

.0.6

.0.7

.O.B Silt .8- Light brown organic rich. Loose, moist. '0.9 .9-

,l.O BH18-1.O PID Qppm .O -

1.1 .l-

1.2 .2:

1.3 .3:

1.4 .4- BH18-1.5 1.5 End of hole Q 1.5m PID <2pprn .5 -

1.6 .6:

1.7 I .7

.B-

1- Borehole No.: BH19 Page: 1 of 1

I CLIENT: Johnstone COMMENCED: 28/07/2004 PROJECT: Warrnamboof JOB No.: 31 15352 COMPLETED: 26/07/2004 LOCATION: LOGGED BY: DT CONTRACTOR: EQUIPMENT: Hand Auger CHECKED BY R.L SURFACE (m): VERTICAL DATUM: TOTAL DEPTH (m): 1.5 DIAMETER (mm): 100 X-COORDINATE: Y-COORDINATE: HORIZONTAL DATUNI:

DESCRIPTION AS1726 Soil Group Symbol, coiour, E Sampte ID soil types, particle characteristics or fines plasticity, Comments - secondary and minor components. 5 9 -P Ground Surface -0.0 Sllt (Natural) 0.0- Dark brown organic rich. Low plasticity, moist. loose. -0.1 3Hi9-0.1 PID dppm 0.1 -

-0.2 0.2-

-0.3 0.3-

-0.4 0.4- Graded horizon -0.5 6H19-0.5 PID 4ppm 0.5-

-0.6 0.6-

-0.7 0.7-

-0.8 0.8-

- 0.9 0.9 -

-1 0 EH141.0 PID Qppm 1.0-

-1.1 1.1-

-1.2 1.2-

-1.3 1.3-

-1.4 1.4- EH19-1.5 -1.5 PID 4ppm 1.5- End of hole Q 1.5171

- 1.6 1.6-

- 1.7 1.7-

-1.8 1.8-

-1.9 1.9-

-2.0 2.0-

-2.1 2.1 - kWAGEMfiJT SOIL TEST PIT LOG Test Pit No.: Background Page: 1 of 1

i CUENT: Johnstone COMMENCED: 26/07/2004 PROJECT: Warrnambool JOB No.: 31 1- COMPLETED: 26/07/2004 LOCAllON: LOGGED BY: DT CONTRACTOR: EQUIPMENT: Hand Auger CHECKED BY R.L. SURFACE (m): VERTICAL DATUM: TOTAL DEPTH (m): 0.75 WIDTH (m): X-COORDINATE: Y-COORDINATE: HORIZONTAL DATUM: LENGTH (m): - ._ -

DESCRIPTION AS1726 Soil Group Symbol, cotour, soil particle characteristics or Sample ID types, Comments -u - YE fines plasticity, secondary and minor 5 components. 0 5 -0 5 EL 5 2 -d 3 n Ground Surface - '0.0 Silt 0.0- Dark brown organic rich, loose, moist .o. 1 0.1:

'0.2 0.2:

.0.3 0.3:

.0.4 PID <2pprn 0.4; Background 0.5 0.5:

0.6 0.6:

,0.7 0.7: End of hole @ 0.75111 0.8 o.a{

0.9 0.9:

1 .a 1.0:

1.1 1.1:

1 .a 1.2:

1.3 1.3:

1.4 1.4;

1.5 1.57

1.6 1 .S{

1.7 1.7:

1.8 1.8:

1.9 1.9:

20 2.0:

2.1 2.1 1 - Appendix-E Tabulated Analytical Results Table

3111 535217901 3 Environmental Site Assessment Rear of 30 8 32 Caramut Road, Warmambool. Victoria GHD

1 , 30 Caramul Road. Warmambool

I .. I a I In I m I ,,m I .I I ...... I ....I I I I~IYI ..I ...... I GHD

30 Caramut Road, Watmambool

...... IIII II I I II II 1 .. 1. . I . 1 . ,I ,..I .... .I . .,,I I. I ..... I...... I ' . I.,'.',.I ...... I.., ......

...... I . I . I . I . I . I . I . I . I . I . I . I . , . I . I . I . I . , . I .

......

I 1 ...... 1 1 1 I 50 Caratnut Road, Warmambool Boll - Comparison of nsultl wllh NEPM HILA and Inbrim Urban ElL -r Y Y Y Y ...... I. m3 - -u (I -,I -

...... TPYII YO%IIUw 21- N I ...... lP4a I YOT.l7Sed ai- N I ...... TPM 1 YGT.IRI0 n- H , ...... m1 MoT.Irnm nJvro( N , ...... -4 4 uor.,7Sed nJvro( IN , ...... mal YGT..lramo n- N 1 ......

7‘a, QI ‘am .nw .Dm .. 8 ......

Wl I nJvro( , I.I.1.I.I.I.I.I.I.I ...... nu nsl-n nu N , ...... m I I I i I IIIIIIIII I 1111111111111 Appendix F NATA Stamped MGT and WSL Laboratory Results Sheets

3111 535279013 Environmental Site Assessment Rear of 30 8 32 Caramut Road, Warmambool, Victoria Environmental Consulting Pty. Ltd. A B N 50 005 085 521 3 KlngslonTown Close, OaMeigh. Vlclorb, 3166, Auslralia Postal Address P.O. Box 276 Oekielgh Vlclorla. 3166, Australia Telephone (03)9564 7055 Fax(03 8564 7190 Emall: mgmnJenv.com nu

MGT ANALYSIS REPORT. 173286

CLIENT :- GHD Pty Ltd Level 8, IBO Lonsdale St Melbourne Victoria 3000 SITE :- WARRNAMBOOL 31 15352

DATE RECEIVED :- 23/06/04 DATE EXTRACTED OR PREPARED :- 23/06/04 - 24/06/04

DATE REPORTED :- 08/09/04 QNQC DETAILS :- The QNQC for these samples is detailed in this report no 173286

A total of 8 duplicate, 2 matrix spike 56 recovery and 11 method blank analyses or sets of analyses were carried out on this batch of samples. All WQCresults for duplicates. matrix spike % recoveries, method blanks

and known QC standards were within the set acceptable criteria. .

FINAL REPORT :- The results In thio report supersede any previously corresponded results.

Page I of 16 Environmental Consulting Pty. Ltd. A.B.N. 50 005 085 521 f Postal Address P.O. Box 276 OakleiQhVlcbrla, 3186, Australla GHD Pty Ltd Talepllone 03 9584 7066 F~K\03\ 8584 7190 Level 8. 180 Lonsdale St Emall: [email protected] Melbourne Victoria 3000 Site : WARRNAMBOOL 31 15352 Page 2 of 16 I CHLORINATED HYDROCARBONS US EPA SW846 METHOD 80216 GOMP 1 COMP 1 Dup COMP 2 Meth Bl.(rng/l) Lab- / Sample matrix JN3359#Soll ~__.JN3359D#Soil --JN336O#Soil Benzyl chloride

Date received 23/06/04 Date Reported 08/09/04

Report No. 173286 m Environmental Consulting Pty. Ltd.

sample COMP 1 COMP 1 Dup COMP 2 Meth .Bl.(mgll)

No- / Sample matrlx JN3359#Soil JN3359D#Soil JN3360#Soii Pentachlorobenzene ~0.05 ~0.05 c0.05 ~0.001 alpha-BHC <0.05 ~0.05 c0.05 eo.001 gamma-BHC ~0.05 c0.05 c0.05 <0.001 beta-BHC co.05 <0.05 ~0.05 <0.001 delta-EHC e0.05 c0.05 <0.05 ~0.001 I I

Date received 23/06/04 Date Reported 08/09/04

Report No. 173286 Environmental Consulting Pty.A.B.N. 50 Ltd.005 065 521

3 KingslonTown Close, Oeklebh, Vktorla, 3166,Auslralia Postal Address P.O. Box 276 Oaklel h Vlcloria. 3166, Australle GHD Pty Ltd ‘ kelephone 03 9564 7066 Fax 1031 8564 7180 Level 8, 180 Lonsdale St Emoil: [email protected] Melbourne Victoria 3000 Site : WARRNAMBOOL 31 15352 Page 4 of 16

I HEAVY METALS USEPA 60108 (ICP), ’147011 (CVAA)

Sample TPI-0.1 DUPTPI-0.1 TP2-0.1 TP3-0. I TP4-0.1 TPS-0.1

Lab- No. I Sample matrix JN334MSoil JN3346D#Soil JN3347#Soil JN3348#Soil JN3349#Soil JN3350#Soll cI_I----- Antimony 12 12 11 15 15 14 Arsenic 31 30 IO 6.4 , 7.8 9.1 Beryllium c2 <2 e2 c2 e2 -=2 Cadmium 1.4 1.4 12 I.4 17 1.5 Chromium 120 1 IO 74 85 91 87 Cobalt 73 71 55 68 66 63 Copper <5 <5 <5 <5 15 <5 Lead 11 11 9.3 7.1 87 8.9 Mercury co.1 eo. 1 eo I

Report No. 173286 Environmental Consulting Pty. Ltd. A.B.N. 50 DO6 085 621 3 KingstcnTowri Close, Oaklelgh. Vlclorla. 3166. Ausiralla Poslal Address P.0 Box 276 Oaklelgh Vlctala. 3166. Aushalla GHD Pty Ltd Telephone 03 9564 7065 Fax \il3] 9584 7190 Level 8,180 Lonsdale St Emall: mgtQmgtenv.com BU Melbourne Victoria 3000 Site : WARRNAMBOOL 31 15352 Page 5 of I6 HEAW METALS USEPA 6OlOB (CP), 747011 (CVAA) 1 Samgle TP6-0.1 TP7-Q.1 . TPIO-0.1 TP 12-0.1 QA1 TP13-0.1 Lab. NO- / Sample matrix JN3351#Soll JN3352#Soll JN3353#Soil JN3354#Soil JN3355#Soil JN3356#Soll Antimony 13 16 14 14 13 e10 Arsenic 3.6 4.5 :2 <2 8.0 12 Beryllium <2 <2 <2 <2 e2 <2 Cadmium I 1.3 I 1.4 I 1.2 I 1.3 I 1.3 I ~0.5 Chromium I 70 1 79 1 60 I 60 I 74 I 20 I Cobalt 58 64 52 53 58 7.6 Copper <5 <5 5.2 13 <5 <5 Lead 7.6 6.1 11 e5 8.2 11 Mercury co.1 c0.1 eo. 1 eo.1 co.1 co. 1 Molybdenum e10 -

Extraction with H202,HN03 I HCI. Results in ppm (soils mglkg dry, waters mgll).

Date received 23/06!04 Date Reported oai09104

Report No. 173286 F

Environmental Corxsulting Pty. Ltd I A.B.N. 60 006 086 521 3 KingstonTown Close, Oakleigh. Victoria. 3188. Auslmlis Postnl Addrem P.O. Box 276 Oeklel h Vlclorls. 3166. Australia GHD Pty Ltd kelephone 03 9664 7055 Fax1031 8564 7190 Level 8, 180 Lonsdale St Ernail: [email protected] au Melbourne Victoria 3000 Site : WARRNAMBOOL 3115352 Page 6 of 16 HEAW METALS USEPA 60108 (ICB), 747011 (CVAA)

Sazapla TP 14-0.1 TP9(A) Meth.Bl.(mg/l) Lab. NO- I Sample matrix JN3357#Soil JN3358#Soil -.------.- Antimony e10 20 ~0.05 Arsenic (2 e2 co.01 Beryllium (2 -=2 I <0.001 Cadmium 1.1 I 1.6 1 I I I

Cobalt 33 1 73 <0.001 Copper 6.7 1 -=5 ~0.001 Lead c5 <5 eo 001 Mercury CO. I eo. 1 ~0.0001 Molybdenum €10

Report No. 173286 Environmental Consulting Pty. Ltd A.B.N. 50 005 085 521 3 KlngslonTowii Close. Oaklelgh. Vlctorla. 3166. Auslralla Poslal Address P.O. Box 279 Oeklel h Ulclorla. 3186. AIlslralia GHD Pty Ltd Ifalephone 03 9564 7055 Fax\03\85847100 Level 8. 180 Lonsdale St EmaO: [email protected] Melbourne Vlctorla 3000 Site : WARRNAMBOOL 31 15352 Page 7 of 16 MISCELLANEOUS ANALYSES. METHODS US EPA SW846 OR APHA STANDARD METHODS 19TH ED. 1995. I Swtple TPI-0.1 TP2-0.1 TP3-0.1 TP4-0.1 TP5-0.1 TP6-0.1

Lab- No- 1 Sample matrix JN334WSoil JN3347#Soil JN334WSoil JN3349#Soii JN3350#Soil JN3351#Soil Sulphate (S) pH (units) (15 aqueous extract) 6.9 7.0 7.0 7.0 6.8 6.9

Report No. 173286 P

Environmental Consulting Pty. LtdI AB N. 50 006 085 621 3 Klngslonfown Close, Ooklelgh. Victorla, 3166, Australla Postal Address P.0 Box 276 Oaklel~hTelephoneVktwla. 3166.03 96847055 AUSIralkl GHR Pty Ltd Fax {0$8564 7190 Level 8,180 Lonsdale St Emall: rngl@mgtenv com.au Me1bourne Victoria 3000 Site : WARRNAMBOOL 31 15352 Page 8 of 16

~~ ~~ MISCELLANEOUS ANALYSES. METHODS US EPA SW846 OR APHA STANDARD METHODS 19TH .ED. 1995. I

Sarapl0 TP7-0.1 TP 10-0.1 TP12-0.1 TP13-0. I TP14-0.1 TP?(A)

Lab- b- / Sample matrix JN3352#Soil JN3353#Soil JN3354#Soil JN3356#Soil JN3357#Soil JN3358#Soil ----. . "I___- I Sulphate (S) l- l- I- !- ." 1 I pH (units) (15 aqueous extract) I 7.9 I 8.0 I 8.8 I 8.8 I 8.9 I 7.3 I I I I I I Resuits in ppm (soils rng/kg dry, waters mgh) except where specified otherwise. I -- I

Report No. 173286 Environmental Consulting Pty. Ltd. A B N 50 005 085 621 3 KingstonTown Close, Oekleigh, Victorla. 3166. Australia Postal Address P.O. Box 276 Oaklelgh Vlclorla. 3188, Australia GHD Pty Ltd Teleplione 03 9584 7095 Pan {03{ 9564 7190 Level 8, 180 Lonsdale St Email: rngt@mgtonv,wrn.eu Melbourne Victoria 3000 Site : WARRNAMBOOL 3115352 Page 9 of 16 MISCELLANEOUS ANALYSES. METHODS US EPA SW846 OR APHA STANDARD METHODS l9TH ED. 1885.

COMP 1 COMP 2 Meth.El .( mgN) I pH (units) (1:5 aqueous extracl) I- I- I- I I I Results in ppm (soils mglkg dry, waters rngll.) except where specified otherwise.

~~ -~ Dale received 23/06/04 DecReported 08/09/04

Report No. t73286 ii z Environmental Consulting Pty. Ltd. w A.B.N. 50 006 085 521 3 KlngstonTown Close, Oeklelgh. Vicloda, 3166, Australla -f?i rO Postal Addiess P.O. Box 276 Oaklel h Vkloriu, 3166, Auslrallfl aHDPty Ltd kelephme 03 05647066 Fax {03\ 9q4 7190 !%eve1 8, 180 Lonsdale St Emall. [email protected] elboume ictoria 3000 Site : WARRNAMBOOL 31 15352 Page 10 of 16 \H < CYANIDE (CN-)US €PA SW846 METHOD 9010B. @! COMP 1 COMP 1 Duo COMP 2 Me th .BI .(mall) I I ~aa&,- I Sample matrix ' I JN3359#Soil JN3359D#Soil 1 JN3360#Soll I - --_-.._ - cyanl'd8 (total) I c5 c5 I c5 <0.005

'0 CJ Date received 23/06/04 Date Reported 08/09/04 B

Report No. 173286 Environment;el Consulting Pty. Ltd. A B.N. Y) 005 085 621 3 KlngslonTown Close, Oaklei h, Vtdwia. 3166. Australla Postal Address P.O. Box 276 Oaklekh Vlclor!a, 3168. Australla GHD Pty Ltd Telephone 03 9664 7066 Fax103{9564 7190 Level 8. 180 Lonsdale St Emeil: [email protected] Melbourne Victoria 3000 Site WARRNAMBOOL 31 15352 Page 11 of 16 I MAH's AROMATIC VOLATILE ORGANICS US EPA SW846 METHODS 80218,82608,5030 8 MGT 350A GMWle TP5-0 1 TP5-0 1 OUP TPB(A) Spike % Recov Meth.Bl.(mg/l)

Lab. / Sample matrix JN3350#Soil JN3350WSoil JN3358#Soil JN335OS#Soll Benzene e0 05

Report No. 173286 , ORQANOCHLORINE PEStlClDES US EPA SW846 METHOD 8061A.

Sample COMP 1 COMP 2 Meth BI hall) I I Lab- No. I Sample matrix JN335WSoil JN3360#Soil I I I -,..------.- 1 Aldrin ~0.05

Report No. 173286 Environmental Consulting Pty. Ltd. A.S.N. 60 005 085 52 1 3 KlngstonTown Close. Oaklelgh. Vldwla. 3168. Australla Postal Address P.O. Sox 276 Oaklelgh Wdorla. 3166. AtisIrano GHD Pty Ltd Tetephm 03 9564 7055 FaX[O3\8%84 7190 Level 8,180 Lonsdale St Enian: [email protected]

Sample COMP 1 COMP 2 Meth.Bl.(mg/l)

Lab- / Sample matrix JN3359#Soil JN3360#Soil Heptachlor ~0.05 c0.05 co.00 1 Heptachlor epoxide c0.05 <0.05 ~0.001 Hexachlorobenzene <0.05 <0.05 <0.001 Methoxychlor <0.2 <0.2 <0.001

Toxaphene eo.1 co.1 ~0.ODI ~ ~ ~~ ~ __ ~

Date received 23/06/04 Date Reported 08/09/04

Repoft N,o. 173286 Environmental Consulting Pty.A.B.N. 50 Ltd.005 086 521

3 KlngslonTown Close. Oakleigh, Vlctorts. 3166, Austrolla Poetel AddFeEE P.O. BOX 278 Oakletkelephone h Vlctorla, 3188.03 85847056 Australla GHD Pty Ltd m, Fax I0319664 7190 Level 8, 180 Lonsdale St Ernmil: [email protected] Melbourne Victoria 3000 Slte : WARRNAMBOOL 31 15352 Page 14 of 16 POLYNUCLEAR AROMATIC HYDROCARBONS US EPA SW846 METHOD 8310(HPLC) 8 8270C(GC/MS).

El&JmQle COMP 1 COMP 1 Dup COMP 2 Splke % Recov Meth.Bl.(mg/l)

Lab- No I Sample matrix JN3359#Soll JN3359D#Soil JN3360#Soll JN3359S#Soil - I.---. Naphthalene

I Fluoranthrene

Pyrene " co.1

Results In ppm (soils mg/kg dry, waters me/(). Extraction MOT 300A soils, USEPA 3510 wateffi.

Date received 23/06/04 Date Reported 08/09/04

Repon NO. 173286 Environmental Consulting 039.Ltd. A.E.N.A.6.N 50 005 085 621 3 KlngdonTownKlnadonTown Cloee. Oaklelgh.Oakletah. Vlcioria. 3166, Australla Poslal Address P.O.Box 278 Oaklelyti Vlctorla. 3166. Australla GHD Pty Ltd Telephoneimepnone 03ua ~9049564 7065IUDD Emall: [email protected] 1031io31 9584 7190 Level 8. 180 Lonsdale St Melbourne Vlctorla 3000 Site : WARRNAMBOOL 31 15352 Page 15 of 16

~ - ~ POLYCHLORINATED BIPHENYLS (PCB's) US EBA SW846 METHOD 8082. sample COMP 1 COMP 1 Dup COMP 2 Meth.Bl.(mgll) I Samde matrix Lab. I JN335WSoil JN3389D#Soil JN3360#Soii Arochlor- 10 16 1 co.1 co. I eo. 1 eo.001 Arochlor-1221 eo 1 co. 1

Date received 23/06/04 Date Reported 08/09/04

Report No. 173286 Environmental Consulting Pty. Ltd. A.B.N. 50 006 086 521 3 KinastonTcwn Close Oakleioh. Victoria. 3166. AU6hill8 Postal Addiess P.O. Box 276 Oaklebh Vlctorla. 3168: Australla Pty Ltd Telephone 03 0504 7066 GHD Fax I031 0664 7190 Level 8, 180 Lonsdale SI Emall: [email protected] Melbourne Victoria 3000 Site : WARRNAMBOOL 31 15352 Page 16 of 16 I TOTAL RECOVERABLE HYDROCARBONS (OC) MGT METHOD 100A-GC 1 sample TP5-0 1 TP5-0.1 DUP QAl TPS(A) Meth Bl.(mg/l)

Lab. No. / Sample matrix JN3350#Soil JN3350D#Sotl JN3355#Soll JN3358#Soil . ..-..__ll_l-l--ll_l-_ T R H C6-C9 Fraction by GC <20 e20 C20 c20 eo 02 T R H CIO-C14 Fraction by GC 40 40 ~50 e50 c0 05 T R H CI5C28 Fraction by GC

Report No. 173286 3 Kingston Town Close. Oakteigh. Victoria 3166, Australia Postal Address: P.0. Box 276, Oakleigh. Vlctorla, 3166. Australia Tsrephone: + 61 3 9564 7055 I Faxt613 85647100 Ernail: [email protected]

MGT ANALYSIS REPORT 173368

CLIENT I- GHD Pty Ltd Level 8, 180 Lonsdale St Melbourne Victoria 3000

SITE t - WARRNAMBOOL 31/35353

DATE RECEIVED :- 25/06/04

'. DATE EXTRACTED OR PREPARED 2- 25/06/04 - 26/06/04 DATE REPORTED i- I9/07/04

QA/QC DETAILS I- The QA/QC for these samples is detailed in this report no : 173368 A total of 1 duplicate, 5 matrix spike % recovery and 11 method blank analyses or sets of analyses were carried out on this batch of samples.

All QA/QC results for duplicates, matrix spike % recoveries, method blanks ' and knoyn QC standards were within the set acceptable criteria.

FINAL REPORT :- The results in this report supersede any previously corresponded results.

Michael Wrightl' Laboratory Manager Page 1 of 12 Environmental Consulting Pty. Ltd. 3 Kingston Town Close, Oakleigh Victoria 3166 Auslralla Postal Address PO BOK276 Oakleigh, Victoria. 3\66, Australia GHD Pt Ltd lelephone + 61 3 8584 7055 Level i,180 Lonsdale St Fax+ 61 3 6564 7180 Melbourne EmaV rngtamgtenv corn au Victoria 3000 Site : WARRNAMBOOL 31/15352 CHLORINATED HYDROCARBONS us EPA swa46 METHOD 8021~

Sample ICOMP 1 ICOMP 2 IMeth-Bl.(mg/l) I I I IILab. No. / Sampie matrix IJN3682#Soil I JN3683#Soil I Benzyl chloride e0.2 c0.2 40.02 1,2-Dichlorobenzene c0.2 <0.2

Date received 25/06/04 Date Reported 19/07/04

Report No. 173368 Page 2 of 12 ,. .., , , . _. ~ ~ - .... ~ ...... Environmental Consulting Pty. Ltd. 3 Kingston Town Close, Oakleigh. Victoria 3166, Auslralia Postal Address: P.O. Box 276. Oaklelgh. Vlcloria, 3166. Austrafia Telephone. + 6 I 3 8564 7055 GHD Ptv Ltd Fax+ 61 3 9564 7190 Level b, 180 Lonsdale St Melbourne Email: [email protected] Victoria 3000

Sample COMP 1 COMP 2 Meth.B1. (mg/l) Lab. No. / Sample matrix JN3682#Soil JN3683#SOi1

Pentachlorobenzene c0.05

~ beta-BHC

~~pottNO. 1-13368 Page 3 of 12

.,._.L..l_._I__....__..I._...... __..__.___._.._,_.._._.....___l~.____~..______._...I__.__I. " ~ ..... " .-.)...... 1 HEAVY METALS USEPA 6OlOB (ICP), 7470/1 (CVAAI

Sample COMP 1 COMP 2 Spike % Recov Meth.Bl.(mg/l)

Lab. No. / Sample matrix JN3682#Soil JN3683#Soil JN3682S#Soi1 \

llbt imonv I c10 I c10 I 89% I c0.5 1 I II I(Arsenic I c2 I c2 I 91% I co.02 I I ~ -- ~~ c2 I ~- <2 1 96% I <0.02 I 1 ~ ~ -- ~ ~~ Cadmium 1.5 1.3 90%

~~ Zinc 47 46 81% c0.05 - Extraction with H202, HN03 & HC1. Results in ppm (soils mg/kg dry, waters mg/l).

Date received 25/06/04 Date Reported 19/07/04

Report No. 173368 Page 4 of 12

.I ~ " . .- ...... Environmental Consulting Pty. Ltd. 3 Kingston Town Close, Oaklelgh, Viclona 3166. Auslfalia Postal Addre&: P.O. Box 276. Oakleigh. Victoria. 3166, Australia Telephone: t 61 3 9564 7055 fze?ti,“:io Lonsdale St Fait61 3 95647190 Melbourne Ernail: [email protected] Victoria 3000 Site : WARRNAMBOOL 31/15352 CYANIDE (CN-) US EPA SW646 mTHOD 90108.

’ I - , ,-. Sarriple COMP 1 1-~KI I I COMP 1 ICOMP 2 (Spike % Recov 1Metl’t.Bl. (rng/ll I ~~~ Lab. No, / Sample matrix m3682#Soil JN3682D#Soil JN3683#Soil JN3682S#Soil I

I: I I I I I I Results in ppm (Soil6 mg/kg dry, waters mg/l).

Date received 25/06/04 Date Reported 19/07/04

Report NO. 173368 .Page 5 of 12 . ...,.._..I_.,..._,_ . .. .-...... ’. .’.’ ’ ’ Sample TP3-0.5 TP9-0.5 Spike % Recov Meth.Bl.(mg/l) Lab. No. / Sample matrix JN3679#Soil JN3680#Soil JN3679S#Soil

Benzene c0.05 (0.05 81%

Toluene

NAJA 4corsdilsd LPbDlalcry Report No. 173368 Page 6 of la ...... - __ ...... Environmental Consulting Pty. Ltd. 3 Kingston Town Close Oakleigh. Victoria 3166, Auslralia Postal Address P.O. Box 276, Oakleigh, Victoria, 3166. Australia Telephone. t 61 3 9564 7055 GHD Pt Ltd Faxt613 95647190 Level i,180 Lonsdale St Email. matOmatenv com.au IO Site : WARRNAMBOOL 31/11 Environmental Consulting Pty. Ltd. 3 Kingston Town Close. Oakleigh Vicloila 3166. Australla Poslal Address P.0 BOX 276, Oaklelgh, Victoria, 3166, Australia GHD Pt Ltd Teleplione + 61 3 9564 7055 Level g, 180 Lonsdale St Fax+ 61 3 8564 7100 Melbourne Emarl. [email protected] Victoria 3000 Site : WARRN-OOL 31/15352 ORGANOCHLORINE PESTICIDES US $PA SW846 METHOD 8081A.

Ii Sample ICOMP 1 COMP 2 Meth.Bl. (mg/l) IILab. No. / Sample matrix IJN3682#Soi 1 I JN36 83#Sei 1 ~- I I I I II I 11 IlHeptachlor I eo. 05 I c0.05 I c0.005 I II \]Heptachlorepoxide I <0.05 I eO.05 I q0.005 1 I I II 11 Hexachlorobenzene I ~0.05 ~0.05 I c0.005 I I I II 11 Methoxychlor I co.05 I ~0.05 I ~0.005 I I I II Toxaphene <0,1 <0.1

Results in ppm (soils mg/kg dry, waters mg/l). Extraction MGT 300A soils, USEPA 3510 waters. -- Date received 25/06/04 Date Reported 19/07/04

Report No. 173368 Page 8 of 12 Environmental Consulting Pty. Ltd. 3 Kingston Town Close, Oakleiyh. Viclona 3166, Australla Po9lal Address: PO.Box 276 Oakleiah. Viclona. 3166. Auslralia GHD Pt Ltd Telephone + bi 3 4564 70s; Level i,180 Lonsdale St Fax+ 61 3 9564 7190 Melbourne Ernail. rngtOmgtenv.com.au Victoria 3000 Site : WARRNAMBOOL 31/15352 POLYNUCLEAR AROMATIC HYDROCARBONS US EPA SW846 METHOD 8310(HPLC) & 8270C(GC/MS).

Sample COMP 1 COMP 2 /Spike % Recov IMeth.81. (rng/l) I Lab. No. / Sample matrix IJN3682#Soil JN3683#Soil JN3682S#Soil

1 I I Naphtha 1 ene <0.1 co.1 91%

~~ II Anthracene -1 40.1 I 1 100%

Chrysene co.1 <0.1 88% CO .OOl Benzo (b)f luoranthene

Report No. 173368 Page 9 of 12

...... I...... I... i ....-...... 1 POLYCHLORINATED BIPHENYLS (PCB'S) US EPA SW846 mTHOD 8082.

Sample COMP 1 COMP 2 Meth. BI. (tng/l) Lab. No. / Sample matrix JN3682#Soil JN3683#Soil

Arochlor-1016 co.1 co.1 co.01 Arochlor-1221 co.1 - <0.1 c0.01 Arochlor-1232 (0.1 <0.1 40.01 Arochlor-1242 co.1 co.1

Results in ppm (soils mg/kg dry, waters mg/l). Extraction MOT 300A soils, USEPA 3510 waters. A 1 Date received 25/06/04 Date Reported 19/07/04

Report No. 173368 Page 10 of 12

, ...,.....,.._..__,__._ ...... , ..... Environmental Consulting Pty. Ltd. 3 Klngslon Town Close. Oakleigh. Victoria 3166. Australia Postal Address: P.O. Box 276. OakJegh, Victorfa. 3166, Australla Telephone: +. 61 3 8564 7055 Fax+613 9564 7190 E%:%, Lonsdale St Email. rngtOmglenv.coln.au

Lab. No. / Sample matrix JN3682#Soil JN3683#soi1

Phenol co.1 co.1 co. 01 Cresols (total) CO.l co.1 co .01

~ Results in ppm (soils mg/kg dry, waters mg/l). Exx

Report No. 173368 Page 11 of 12 ...... - ... . . Environmental Consulting Pty. Ltd. 3 Kltlgston Tonn Close Oakteigh Vlclorla 3166 Austral~a Postal Address PO Box 276 Oaklelgh, Vlctorra 3166. Australia Tolephone t 61 3 9564 7055 "4:O "4:O Lonsdale St Fax+ 61 3 9564 7190 Melbourne Emdll rngt@mglenvconi au Victoria 3000 Site : WARRNAMBOOL 31/15352 I II TOTAL RECOVERABLE HYDROCARBONS (GC) MOT METHOD 100A-QC 1 Sample TP3-0.5 TP9-0.5 TP5 -0.5 Spike % Recov Meth.Bl.(mg/l) Lab. No. / Sample matrix JN3679#Soil JN3680#Soil JN368l#Soil JN3679S#Soil

T.R.H. C,-C, Fraction bv GC <20 420 c2 0

- - ~~ ~ ~~

- ~- -_

Report No. 173368 Page 12 of la Environmental Consulting Pty. Ltd. 3 ~ngsmTOW aose, OaYelgh. Mctorla, 3166.Au~lralia Postal Address: P.O. Box 276, OaMsigh. Victorla, 3166, Au*ella Telephone: (03)8564 7055 Fax: (03)9564 7190

L CRITERIA USED TO ASSESS OUALlTY CONTROL RESULTS VALIDITY AND RELTABILITY OF TEST RESULTS

The conlinuing validity and reliability of results j5 accomplished by monitoring a number of Control Limit futors: ' Ifone measurmei :xceeds the C.L. repcat the analysis. Lfthe repeat is within tha C.L. 1. Aralysis of duplicates. Duplicates NU at a minimum of 5% continuc analyses. If it escccda ihc C.L.disconliuur luiiilyses and correct the problem. 2. Recovery of known additions. Spikes run at Q minimum of 596 with each batch of samples. 3. Analysis ofreagent blanks run with each batch of samples. Wornhie Lindt

1. Aiirtlvsie of Dupllcatcs Iftwo ouloftluee s~l;ccssiVepoir~l~exceed Uic W.L. anslyso another sample. Iftlra nzxt point is lcss than lhe W.L. continue analyses, WIha neb* poht cscecds the W.L. discontinue Mu~yucs Duplicates am twalysed as a matter of course and the data analysed by mews of a range chart and correct the problem. type system. The range For each duplicate pair is determined and 'normalised' by dividiny by the averago of the duplicate results. *** Pdcular cue needs to be taken with sonlo soil samples with regardto sample Once enough data has been gahmd control data for each method caibe developed. The homogeneity, especially rvirh regnrd to 'argnnios' M~IYSCS. S1ntirI.b.d nnnlysis may Lidicak mean range(R) is dctenniocd ns: a problem esisu whorl in fact cho problem is really only snmplc homogcncily.

R=(ZRi) 2. Rccoven of known additions. -- n The recovery of known additions is used to verify the absence of matrir effects and ubscnce of idtarfciencts. Rcco~cryfrom slandards is used to voriry method perforn~ance.Rccovery data Wliere n ruunber of observaiioiu io compared against acceptance criteria published in Standards Melhods for Esamhtion of and Rj - nonnalised range Water and Waste water, or appropriate 11,s. EPA Methods. aid the variance (square of tkc standard deviation) is detemiined as: Ifrecoverics fall outside ncceplance criteria, analyses should be disconhued adlhc problcm rectified.

3. Aiialvsb of Reagent Blailbs n- I Reagent blanka are used lo monitor purity of reagents and the overall procedural blank, The control crituis thus become: Reagcnl blanks are run ils a matter of course with each batch for analysis. U~~usualor out of (he 'nom' rcsulh for blanks nro inveitigJtcd and correcliva action inkcn bel'oro analysis of uny Averagerange R bntch is compleled. Warninghit R+2s, Canto1 Limit R + 39,

?he normalised range for eech duplicate pair is calculated aid Gornpared with the above critaria. (l'hh can be achieve either graphically or by visual cornparisoil of the data). Since Uro limiu are based on 95% wd 90% confidence levels rcspectivelp,tlie following actions are taken. based on lhesc slalistieal parameters.

hi. Wright Luboratory Maiiager Environmental Consulting Pty. Ltd,

3 Kingston Town Close, Oakleigh. Viclarla 3166. Australia Postal Address: P.O. Box 276, Oakleigh. Victoria. 3166, Australla Telephone: + 6 1 3 9564 7055 Fax+ 61 3 9564 7180 Ernail: [email protected]

MOT ANALYSIS REPORT 174171

CLIENT :- Grn et Ltd Level g, 180 Lonsdale St Melbourne Victoria 3000

DATE RECEIVED P- 27/07/04

DATE EXTRACTED OR PREPARED g- 27/07/04 - 28/07/04 DATE REPORTED t- zs/oa/or

QA/QC DETAILS :- The QA/QC for these samples is detailed in this report no 8 174171 A total of 3 duplicate, 2 matrix spike % recovery and 11 method blank analyses or sets of analyses were carried out on this batch of samples. All QA/QC results for duplicates, matrix spike % recoveries, method blanks and known QC standards were within the set acceptable criteria.

FINAL REPORT :- The results in this report supereede any previously corresponded results.

Michael Wright Laboratory lanagex Page 1 of 13 Environmental Consulting Pty. Ltd.

3 Kingston Town Close. Oakleigh. Victoria 3166. Auslraiia GHD Pt Ltd Postal Address: P.O. Box 276. OakJeigh, Victoria. 3166, Auslralia Level 180 Lonsdale St Telephone: + 61 3 9564 7055 g, Faxt613 95647180 Melbourne Email: rngtOmgtenv.corn.au Victoria 3000 Site : WARRNMOOL 3115352 CHLORINATED HYDROCARBONS US EPA SW846 METHOD 8021B sample IBH17-0.1 (Meth.B1.(mg/ll I I I I Lab. NO. / Sample matrix IJY3 998#Soil 1 Benzyl chloride c0.2 co .02 1,2-Dichlorobenzene c0.2 co .02 1,3-Dichlorobenzene c0.2 co. 02 1,4-Dichlorobenzene c0.2

Report No. 174173. Page 2 of 13

. . .__..-...... , ...... , ...... , .. .. -. . . . Environmental Consulting Pty. Ltd. 3 Kingston Town C~OSO.Oaklsgh. VicIoria 3166, Australia GHD Pt Ltd Postal Address: P.0. Box 276, Oakieigh. Victoria, 3169, Australia Level 1, 180 Lonsdale St Telephone: + 6 1 3 9564 7066 Mnlheiwrnn Fax+ 61 3 9564 7190 L.a=.l.""UL LIZ Emal: [email protected] Victoria 3000 Site : WARRNAMBOOL 3115352

Sample BH17-0.1 Meth.Bl. (mg/l) Lab. No. / Sample matrix JY3998#Soil

Pentachlorobenzene

- ~~

Results in ppm (soils mg/kg dry, waters mg/l). Extraction MGT 300A 80119, USEPA 3510 waters.

Report No. 174171 Page 3 of 13

.-...... ~ ^...._...___._.__...... , Environmental Consulting Pty. Ltd. 3 Kingslon Town Close, Oakleigh, Victona 3166, Auslralia GHD Ptv Ltd Postal Address PO Box 276, Oaldegh, V1c1ori8.3166. Ausaslia Level-8,-180 Lonsdale St Telephone: + 61 3 9564 7055 bou rne Fax+6* 3 95647190 Me1 Ernail: mgtC3mgtenv.corn.m Victoria 3000 Site : WARRNAMBOOL 3115352

Sample BH17-0.1 BH18 - 0 - 1 BH19-0.1 BACKGROUND Meth.Bl. (ing/l) Lab. No. / Sample matrix ln3998#Soil JY3999#Soil JY4OOO#Soil JY40Ol#Soil

Ant irnony c10 <10 <10

~ - ~~ __ ~-____ ~ ~~ ~ - ~ Se 1enium c2 <2 <2 c2

NATA Awmdllad Laboratory Report No. 174171 Page 4 of 13

". __--I-I.._...-.....r I" ^___.." ...... Sample BHl7-0.1 BH18-0.1 BH19-0.1 BACKGROUND Dup BACKGROUND Lab. No. / Sample matrix JY3998#Soil JY3999#Soil 3Y400O#Soil JY400l#Soil JY4001D#Soil

I pH (units) (1:5 aqueous extract) 8.2 7.7 8.2 8.1 8.1

Results in ppm (soils mg/kg dry, waters mg/l.) except where specified otherwise.

Date received 27/07/04 Date Reported 23/08/04

Page 5 of 13

.. . . ._., , ...... I . Email. mgiOmglenv corn au Victoria 3000 Site : WARRNAMBOOL 3115352 -- CYANIDE (CN-) US EPA SW84.6 METHOD 9010B.

Sample BH17-0.1 Dup BH17-0.1 Meth.Bl.(mg/X) Lab. No. / Sample matrix JY3998#Soil n3998D#Soil

Cyanide (total) c5 <5 co.5

Report NO. 174171 Page 6 of 13

. .. . , ,.-I...... _...... Environmental Consulting Pty. htd. 3 Kingston Town Gloso, Oartreigh, Victorca 3166, Australia GHD Pt Ltd Postal Address P.0 Box 276, Oakleigh. Victoria. 3168. Australia Level Telephone: t 61 3 9564 7055 'ii, 180 Lonsdale St Fax+61 3 0564 7490 Me 1bourne Email: rngt @rngtanv.com.au Victoria 3000 Site : WARRNAMBOOL 3115352

Date received 27/07/04 Date Reported 23/08/04

Report No. 174171. Environmental Consulting Pty. Ltd.

3 Kingston Town Closa Oaklergh. Victoria 3166 Australia GHD Pt Ltd Postal Address PO Box 276, Oakleigh, Victoria, 3168, Australla Level i,180 Lonsdale St Telephone + 61 3 9564 7055 Me1 bourne Fax+ 61 3 9564 7190 Victoria 3000 Site : WARRNAMBOOL 3115352 Eman rngt@mgtenvcorn au ORGANOCHLORINE PESTICIDES US EPA SW846 METHOD 8081A.

Sample I BH17 - 0 -1 1Meth.Bl. (rncr/l) I I I I IILab. No. / Sample matrix 1JY3998#Soil I (]Aldrin I 11 alpha-BHC -7 ~ ~~ ~ ~ bet a-BHC c0.05 cQ .OOS delta -BHC c0.05 eo.005 Lindane c0.05

~ ~~ 4,4 -DDE e0 .05 c0.005 4,4'-DDT c0.05 c0 -005 Dieldrin c0.05 co. 005 Endosulfan f co - 05 c0.005 !!Endosulfan I1 1 c0.05 1 c0.005 I I I I II IlEndosulf an Sulahate I c0.05 I e0.005 I I I 1 II

11 Endrin 1 ' s0.05 I c0.005 I I I I II ~ ~~ __ ~ ~ ~~ ~~~ Endrin Aldehyde c0.05 c0 -005 Endrin Ketone c0.05 c0.005 I I 1 I I I Results in ppm tsoils mg/kg dry, waters mg/l). Extraction MGT 300A soils, USEPA 3510 waters.

Date received 27/07/04 Date Reported 23108/04

Repost No. 174171 Page 8 of 13 ORGANOCHLORINE PESTICIDES US EPA SW846 METHOD 808I.A.

Sample BK17-0.1 Meth.131. (rng/l) Lab. No. / Sample matrix JY3998#Soil

I'Heptachlor c0.05 c0.005 I IIHeptachlor epoxide I c0.05 I eo.005 I I I I II IIHexachlorobenzene I c0.05 I ~0.005 I I' I I II Methoxychlor

~ ~~

I' I I I I I Results in ppm (soils mg/kg dry, waters mg/l). Extraction MGT 300A soils, USEPA 3510 waters.

Date received 27/07/04 Date Reported 23/08/04 .

Report No. 174171 Page 9 of 13 Environmental Consulting Pty. Ltd. 3 Kingston Town Close, Oakleigh, Victoria 3166, Australia GHD Pt Ltd Postal Address P.0 Box 276, Oakleigh, Victoria. 3166, Auslral~a Lonedale St Telephnne + 61 3 9564 7055 Level g, 180 Fax+ 61 3 9564 7190 Melbourne Email mgt@mgtenv cam au Victoria 3000 Site : WARRNAMBOOL 3115352 POLYNUCLEAR AROMATIC HYDROCARBONS US EPA SW846 METHOD 8310(HPLC) & 8270C(GC/MS).

Sample IBH17-0.1 l~~ie-0.1 1~~19-0.I I BACKGROUND lDup BACKGROUNDlMeth.Bl. (mdl.) ]/Lab.No. / Sample matrix JY3998#Soil JY3999#Soil JY4000#Soil JY4001#Soil JY4001D#Soil

Naphthalene €0.1 40.1 <0.1 <0.1

Phenanthrene co.1 co.1 CO .1

Result6 in ppm (Soil6 mg/kg dry, waters mg/l). Extraction MGT 300A soile, USEPA 3510 waters. 1

Report No. 174171 Page 10 of 13 Sample BH17-0 - 1 Meth.Bl, (mg/l) Lab. No. / Sample matrix 3Y3 9 9 8 #soi 1

11 Arochlor - 1016 I co.1 I co.01 I I I I II I co.1 I <0.01 I I I1 11 Arochlor - 1232 I II 4 2 I\ Arochlor - 12 -- 1 - co.1 -- ]--Ti01 - 1- I I II ILochlor- 1248 1 ll ~- ~-~ ~ __ ~~~~ Arochlor-1254 co.1 co. 01 Arochlor-1260 co.1

I i I I I I I I I Results in ppm (soils mg/kg dry, waters mg/l). Extraction MUT 300A soils, USEPA 3510 waters. -

Report No. 174171 Page 11 of 13

...... , , ...... -...... PHENOLS & CRESOLS - HPLC- JRNL. CHROM 464(1989) 405-410

IILab. NO. / Sample matrix IJY 3 99 8 #Soil I I I Phenol c0.1 eo. 01 Cresols (total) co .1

I Results in ppm (Soils mg/kg dry, waters mg/l). Extraction MOT 300A oils, USEPA 3510 waters. t

Report No. 174171 Page 12 of 13

.. . . , , ...... I Environmental Consulting Pty, Ltd, 3 Kingston Town Close, Oakleigh. Victoria 3166. Australia GHD Pt Ltd Postal Address, PO.Box 276, Oaklelgh. Victoria. 3166. Australia Level 180 Lonsdale St Telephone. + 61 3 9564 7055 x, Fax+613 95647190 Melbourne Ernail: mgt6mgiem.com BU Victoria 3000 Site : WARRNAMBOOL 3115352 TOTAL RECOVERABLE HYDROCARBONS (GC) MQT METHOD 100A-GC

Sample BH17 - 0 - 1 Spike % Recov Meth.Bl. (mg/l) Lab. No. / Sample matrix JY3998#Soil JY3998S#Sail

T.R.H. C6-C, Fraction by GC <20 - eo. 02 T.R.H. C1,-CI, Fraction by GC e50 89%

I I I I I I I I, Results in ppm (soils mg/kg dry, waters mg/l). Extraction MGT 300A soils, USEPA 3510 waters. L Date received 27/07/04 Date Reported 23/08/04

Report No. 174171 Page 13 of 13

...... ~ ~ .. , .. . .. I Environmental Consulting Pty. Ltd. I I 3 baston mmTam Close. 0aMeJgh.OaMeJoh. Vldoda. 3166. hdrallehdraiia PostdPosbl Ad&esa:Ad&&: P.O. Box 276. OaMdnh.OaMdah:-. Vlctoris.Vlctoris: 3168.3168: AustraliaA&alia Tdephone.~(03) 9564 7056 Fer: (03) 8564 7190

CRITERIA USED TO ASSESS QUALITY CONTROL RESULTS VALIDITY AND RELIABILITY OF TEST RESULTS

The continuing validity and reliability ofresulk is accomp1ishc.d by monitoring anumber of Control unlit fadon: If one measurement exceeds the C.L. repeat lhe analysis. Iflhe repeat is uvithinlhe C.L 1. Analysis of duplicates. Duplicates run at a minimum of 556 continue analyses. Kit excecda the CL dioontinue annlyses and correct tho problem. 2. Recovery of known additions. Spikes run at a minimum of 5% with each batch of samples. 3. Analysis of reagent blanks run with each batch of sampIes. wanling LLnLit

1. Aiialvsls of Duplicates If two out of hesuocessivc points exceed the W.L.analyse another srunple. If the neh? point is less tlianthe W.L. continue analyses, ifthe next point exceeds the W.L. discontinue analyses Duplicates are aiialysed as a matter of course and the data analysed by means of a range chart and correct tho problem. type system. Tlie range for each duplicste pair is determined and 'normalired' by dividing by the average ofthe duplicate results. *** Particular care needs to be taken with sonic soil samples with regard to saniple Once enough dnta has bccn gathered control datafor each method can be developed. The homogeneity, especially with regard to 'organics' analyses. Statistical analysis may indicate mean range@) is determined as: a problem exists when in fact the prohlern is really only sanrpIc lrcniogencity.

R ( ZRi ) 2. Recovery of known addltfons.

n The recovery of known additions is used to veri@ lhc absence of matrix eEectn and absence of interferences. Recovery from standards is used to verity method performance. Becovery data Where n =number of observations is comparcd against acceptance criteria published In Standards Me~odrfor Examination of and & = normalised range Water and Waste water, or appropriak U.S.EPA Methods. , and the variance (square of the standard dcviation) is dekrmincd as: lfrccoveries fall outside acceptance criteria, analyses should be discontinued nnd the problem rectified.

3. Ailalvsls of Reaeexit Blanlis n-1 ' Reagent blanks are used to monitor purity of reagents and the oierall procedurnl blunk. The control crituia thus become: Reagznt blanks ure run as a rnntler of course with each batch for analysis. Unusual or out of th~'nom' results for blanks ure investigated and uorrcctive action taken before nnnlysis of any Avcragcrange R batch is completed. Warning Lmit R .t 2s, Control Limit R i35,

The normaltad range for each duplicate pair is calculated and compared withthe above criteria. (This can be achicve cilhcr graphically or by visual comparison ofthe dah). Since the limils art based on 95% and 90% confidence levels respectively, Ihe following actions ace taken, based on these statistical paruneten.

M.Wright c/

I Laboratory Manager Environmental Consulting Pty. Ltd. A.B.N. 60 005 085 521 3 KingstonTown Close, Oaklclslr. Viclorle. 3166. Auslrulla Poslel Address P.O.Box 278 Ookl&h Victoria: 3166, Australlo Telephone (03)9564 7055 Fax (03)8564 7190 Email: [email protected]

MGT ANALYSIS REPORT .177185

CLIENT :- GHD Pty Ltd Level 8, 180 Lonsdale St Melbourne Vlctoria 3000 SITE :- WARRNAMBOOL 31115352

DATE RECEIVED :* 10111104 DATE EXTRACTED OR PREPARED :- 10111104 - 11/11/04 DATE REPORTED :- 1611 1104 WQCDETAILS :- The QAlQC for these samples is detailed in this report no 177185

A total of 2 method blank analyses or sets of analyses were carried out on this batch of samples. All QNQC results for method blanks and known QC standards were within

the set acceptable criteria.

FINAL REPORT :- The results in this report supersede any prevlously corresponded results.

Page 1 of 4 Environmental Consulting Pty. Ltd. A.E.N. 50 005 085 521 3 KingslonTown cl060. Oaklol~h,Viclorln. 3168. Auslmlle Poalol Addrumti P.O. Box 27R Oaklelgh Vlcbiln. 3186, Aurballn GHD Ply Lltl Trqmono 03 8584 7055 Fan I031 9564 7190 Level 8, 180 Lonsdale St Email: rngl@i~lonv.coiii.nii Melbourne Victoria 3000 Site : WARRNAMBOOL 31/15352 Faye 2 of 4 HEAW METALS USEPA 60106 (ICP), 7470/1 (CVAA)

Sample B M 17/ 1.O EH 1811 .O BHl9/0.5 BH19/1.0 Meth Bl.(rng/l) --- Lab. No- / Sample matrix NO1 148#Soil N01150#Soil NO1 152#Soil NO 1 153#Soil I Anlimony

I Tin I- I- I- I 40 I I Zinc I- I- I- I 37 I C0.05 I 1 I Extraction with H202, HN03 & I-ICI. Resulls in pprn (soils mglkg dry, waters mgh).

Dab received 1011 1/04

Report No. 177185 Environmental Consulting Pty. Lcd. A B N 150 005 089 521 3 KiiiQ8lonTOwii Close. OaklnlQh.Vbtorlo, 3166. Auslmlin Postal Addrouti P.O. Box 276 Ookluigti Vlclorio, 3166, Aualriilla GHD Pty Ltd Telnphancr 03 8584 7055 Fan [ti31 0564 7 I90 Level 8, 180 Lonsdale St Eimll: [email protected] Melbourne Victoria 3000 Site : WARRNAMBOOL 31115352 Page 3 of 4 MISCELLANEOUSANALYSES. METHODS US EPA SW840 OR APHA STANDARD METHODS 19TH ED. 1995.

Sample I BH1710.1 I BH17l1.0 I BH1810.1 IBH1811.0 I BH19l0.1 I BI-i19lO.5 I

Lob - No. l Sample matrix I N01147#SoH ~ I N01148#Soil IN01149#S~l ~NOl15O#So1l INO1151#Soil I NO1 152#Soll I

~ ~ ~ ~ pH (units) (1:5 aqueous extract) l- I 7.8 1 7.9 I 8.3 I 7.5 I I I I Results in ppm (soils mglkg dry, waters mgll.) except where specified otherwise.

Date received 10/11104 Date Reported 1611 1/04

Report No. 177185 Environmental Consulting Pty. Ltd. A.B.N. 50005085 521 3 KiiigstonTown Closo, Oakleigh. Victorio. 3160, Atrslrnlia Poalal Addre68 P.0. BOX 276 Oirklttlgh Vii;UNla. 3166. Auslmlis GHD Pty Ltd Tole)rhoi\o 03 9564 705.5 Fnx\OB] 9564 7190 Level 8, 180 Lonsdale St Einoil: nigt(bnigloiiv.corn.ou Melbourne Victoria 3000 Site : WARRNAMBOOL 31/15352 Page 4 of 4

- ~ MISCELLANEOUS ANALYSES. METHODS US EPA SW846 OR APHA STANDARD METHODS 19TH ED. 1995.

Sample BH 19/1.O Melh.Bl.(mg/l) Lab. No. / Sample matrix N01153#Soil - - Chromium (hexavalent) <0.001 Chromium (trivalent) pH (units) (15aqueous extract) --7.6

Report No. 177185 Environmental Consulting Pty. Ltd. A.B.N. 50 005 089 521 3 KlngstonTown Close, Oakleigh, Victorla. 3166. Australia POShl Addre~sP.0. BOX 276 Ookleiylr Vicloria, 3166, Aualrolla leleplroire (03) 9564 7055 Fan (03)9564 7190 Emall: [email protected]

MGT ANALYSIS REPORT 177186

CLIENT :- GHD Ply Ltd Level 8, 180 Lonsdale St Melbourne Victoria 3000

SITE *.- WARRNAMBOOL 31/15352

DATE RECEIVED :- 1011 1104 DATE EXTRACTED OR PREPARED :- 10/11/04 - 11/2 1/04 DATE REPORTED :- 17/11/04

FINAL REPORT :- The results in this report supersede any previously corresponded results.

Page 1 of a Environmental Consulting Pty. Ltd. A E N 50 008 085 921 .3 KlngstanTownCloee. Obhlatyh Victoria 3166. Auvlrnlio Poslnl Addrnss P 0 Box 276 Oakloigh Vlctonn 3188 Austmlia GHD Ply Ltd TnlQphoiro 03 9564 7095 Foxl03\ 9464 7190 Level 8, 180 Lonsdale St Emall ni~l@niglonvconi nil Melbourne Page 2 of. 2 Victorla 3000 Site . WARRNAMBOOL 31115352 1-S 1-S ELUTRIATE ANALYSIS-METHOD USEPA 6010B (ICP), 747011 (CVAA)

BH 1710.1 BH 1 9/0.1

Lab. NO. 1 Sample matrix NO1 154#Water NO1 255#Water Arsenic I I I I Chromlum I co.01 I co.01 1 Nickel I <0.01 I coo1 I I I I

I I I I I I Results in ppm (mgll) in leachate.

Date received 1011 1/04 Date Reported 1711 1/04

Report No. 177186 BS:l5645 Your Ret 31 15352

. .. 29 June 2004 Gutteridge Haskins 8 Davey Level 8,180 Lonsdale Street Date Received: 23/06/2004 MELBOURNE VlC 3000

Attention: Mr. Daniel Todd

Certificate of Analvsis WSL Report Number: 698573

The sample(6) referred to in this report were analysed by me following methods: ......

IPH wsmo

Results pertain to samples as received

Details of this report were smailed on: 30/6/2004 Yours faithfully WSL Consultants Pty Ltd

Mfchael Clahsen Client Manager m This laboratwy is accredited by the National Association of Tesllng AuthOritieS, Australia. The tests reponed herein have been performed in accordance with its scope of accreditation. This document shall not be reproduced except in full. Accreditation No 1205 Ihtr : 29-Jun-2004 WSI. Kc.porr No: 698573

' !\SI, JohNumhcr. 15645 Clicnt GutLoiidðskins C Davey Job Rtfercnce: 31 15352

LAB NLM Kwcwcd Sumpll; As BC Cd CO Cr Cu 1 hl0 Ni Pb Sb Se Sn Zo

6VR57.3 23-Jtui-2004 QA2 13 <5 4.2 36 1 on 14 4.05 4 1 SO 6 <5 4.5 <5 30 htc: 29-Jon-1004 H'SL Repurl Nu: 698573 WSI Jobiiumbcr 15615 Cliciil Guusridgr. hskins & Dave): Job Rzfermce 3115332

klye 3 ot:. 3 P&E 01/05 28/16/2064 14: 58 +61-3-9564-7190

FACSIMILE TRANSMISSlON DETAILS. FAX : 61-3-9564 7190.

! ...... - .--- .... .---..-...... o .. s ...... I Ouhrldge tiasklns i3 Davey Pty Lt 380 Lonsdale Street, Melbourne 30 .. Telephone: 613 9278 2200 Facsimlle: 813 9600 1300 DX. 611 Melbourne Emall: [email protected] Please Notet bboratqry: nq hq- ' I 1 P Please sign white copy on re- Address: cefpt and release of samples. Sam.plee are delivered to Laboratow Contact: Laboratory Addreas. On re-

'":.q&. : IReceived by Lab? 1 Date/Time ,.c. q ... I Remarks D. 9. .. Gutterldgs.Hasklns& Davey Pfy Lt ' Page LL of ;C€U+I&l OFkUSTODY RECORD . 380 Lonedale Street, MVlelbQUrnt, 30 7. I . ._ J .*' . ,.. .. Telephone:S13 9278 2200 Facsi1nlle:~6l~SSOO 1300 ..._ . .I DX 611 'Melbourne ErhaH: [email protected] .. ~dii~urnbir- . . Client 'y:. p-) "I"- I Please Note: /.I IC 3. c -2 I Piease sign whitecopy on re 1 wipt and deaseof eampIes. Samples are delivered to Leboratory Address. On re .. ,_..< ceipt of samples laboratory . __.?. c ; ._.:contact .should sign white mpy and fax to CHD Con- tact at above address. On completion of analyses plaase return white copy with results. Yellow copy is retained by laboratory. Pjnk copy is Bretained by sampler. #---

I #==II LD rn \ d rn 8. . .. ~ -- . Guttsrldge Haakina &'Davey Pty e .- ,380 Lonsdale Street,-.Melbourne Page A.of !1.r CH4IN OF C,UST.QDYRECORD L *-.;/. ' -4 . . Telephone: 61 3:9278 2200 Fad 00 1300 -4' DX: 61 1 Melbojye Ernkil: [email protected] Jo6Number . . I Client t rahratnrir. . ' -' $7' ... IPlease Note: . I I basesign whitecopy on re- Project ,. . Address: ceipt and release of samples. I Samples are delivered IO Labontory Address. On re ..

it Focsi mii e

24 .lune 2004 ro MGT Fax 956471 90 _I -II Attenrlon - .- From Daniel Todd GHD let (03) 8687 8738 - I_ EnY2lll daniel_todd~!ghd.corn.au GHD fax (03) 8687 81 11 . .C Prqect 30 Carainut Road, W&rrnambaol _- Subject Additional Analysis -Tdbl no of pages 1 Jobno 31/15352

Please conduct the following additional analysis on the sail sample set for 30.Carfamut Road, Warrnambool. submitted on 22 June 2bOJ.

Table 1 Requested.c Analysis Cempoeite Individual Samples Requeeted Analysis ---- COMPI (@wP%) ‘itF’9 0.5, TP4 0.5, TP6 0.5 EPA Screen, SO4 -1. - I- G‘OMP2 TP9 0.5, TP10 0.5,TP12 0.5 EPA Screen, 504 -I (camm) -fPs-o.s,.. TRM . .-

Work order 53785 Is attached, uestions please contact me on 8687-8738. PAGE 61/81 QOOl

Facsimile

Please conduct the fullawing additional an8lysii on sol1 samples sum4 to MGT on 27 July 2904 (reference MGT Analysis Report 174171).

0% 611 wbtwna AMmlii 1 Page - ob. - Street, Mdboume 3000 CHAIN OF CUSTODY RECORD ne: 613 9278 2200 Facslrnlle: 613 9600 1300 Melbourne Emall: [email protected] I lob Number Please sign white copy on FB ceipt and release of samples. Samples a@ delivered to Labomtory Address. On re- seipt of samples laboratory contact should sign white copy and fax to GHD Con- tact at above addrese. On completion OE analyses please return white copy with results. Yellow copy is retain4 by laboratory. Pwe copy h retained by sampler.

I I I

,.I

# I . . , ...... ,...... _...... GHD Pty Ltd ABN 39 008 488 373 180 Lonsdale Street Melbourne, Victoria 3000 T: (03) 8687 8000 F: (03) 8687 81 11 E: [email protected] 0 GHD Pty Ltd 2004 This document is and shall remain the property of GHD Pty Ltd. 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 Status

Reviewer Approved for Issue Rev No. Author 1 Name Signature Name Signature Date Draft DTodd FAbo F Ab0 t 20/09/04

~~ Final Draft D.Todd F.Abo F.Abo 3011 1/04

- 0 D.Todd F.Abo F.Abo 10112/04

‘Denotes signatures on original

311153527901 3 Environmental Site Assessment Rear of 30 8 32 Caramut Road, Wannambool. Victoria ATTACHMENT 3 AUDITOR VERIFICATION SAMPLING LABORATORY REPORT AND CHAIN OF CUSTODY FORM Xl:20960 Your Ref: 204035 1 July2004 Environmental and Earth Sciences BOX 2253 PO Date Received: 24/06/2004 Footscray VIC 3011 .. -- - .. . ~ ... . - Date Sampled: 21/06/2004 Attention: Ms. Anissa-Groves CC: Ms. Sylvia Joubran Certificate of Analvsis WSL Report Number: 698978

Metals WSL-032 pH WSL 062

qesults pertain to samples as received

3etails of this report were e-mailed on: 1/07/2004 fours faithfully NSL Consultants Pty Ltd

lllichael Clahsen Xent Manager

This laboratory is accredited by the National Assouation of Testing Authorities, Australia. The tests reported herein have been performed in accardance with its scope of accreditation. This document shall not be reproduced except in full. Accreditation No 1205

WSL Cmdtants Pty. Ltd. A.C.N 004 752 676 AB.N 49 004 752 676 Page 1 of 2 2-8 Harvey Street Richmond,Victoria 3 121, Australia A NATA Accredited Laboratoiy Telephone +613 9429 4666 Facsimile +613 9429 22.94 An Approved Quaxantbe Premises Em& [email protected] Web Page: wuw.dcom.au An Approved EPA Auditor & myst i WSL Consultants Pty. Ltd. ACN 004 752 676 wsL Consultants 2-8 Harvey Street Ridunond, Victcida 3121,Australia Enviros cience Telephone: +613 9429 4666 Facsimile: +61 3 9429 2294 40 yaars, Sirice 1963 Email: [email protected] Sustaining our Eiiviroiirnmt Web Page: www.wsLcom.au

Date : 1-Jul-2004 WSL Report No: 698978 WSL JobNumbea: 20960 Client: Environmental and Earth Sciences Job Reference: 204035

LAB NUM Received Sample PH As Cd Cr cu Ni Pb Zn (pH Units)

698918 24-Jun-2004 TP 5 0.1 .6.3 15 0.3 98 15 170 a 36

A blank space indicates no test performed Results expressed as mgkg dry weight where applicable Pugc 2 of.. 2 13-12-04;14:04 ;WSL Consultants Pty Ltd :6l. 3 94292294 # I/ I 1 e, ._. CHAIX6P CUSTODY -ANALYSIS REOUEST FORM 1of -I

IobNo: &24036 Site Location: bJW/-e-boo ) Sampler: 4%

RN AROUND: FORMA9DAYS I 48 HRS / 24 HRs

.. ...

Time Date ' .. JABSUPERViSOR: . , E&ES Site: . 3.00p- r& aQ-lbloq

ported By: '. .'. &)&y , '. #iiiiiJ :bed Lab .. .. Results Redd ' 'Environmental & Earth Sciences .. id ReahRdd: . .' _.: . ..' . ph:(03)S8MWO. . fax: (03)-1 :-. .. 1 q687 l6bL . '%Sl IBL,~ I;nelJ++mFon?s\naldF~olbCOC ._ ...... - .... :. ....7 ...... -.-,-...... _._ ...... -...... - ..... - ...... ATTACHMENT 4 CORRESPONDENCE FROM GHD Anissa Groves

From: Anissa Groves [[email protected]] Sent: Thursday, 9 December 2004 9:23 AM To: Anissa At Work Subject: FW: warrnambool site

-----Original Message-----

From: DanielJodd@g hd .com.au [mailto: Daniel-Todd@g hd.com.au] ~ - . . .. - Sent: Thursday, December 09,2004 9:14 AM To: Anissa Groves Subject: Re: warrnambool site

Hi Anissa, - The method employed to measure potential vapours in soil was the jar method, which included c*measuring the headspace in a jar approximately 314 full of sample material covered with aluminium foil.

I will check the file for a proof of PID calibration and get back to you.

Regards,

Daniel Todd Environmental Scientist [email protected] I T 61 3 8687 8738 I F 61 3 8687 81 11I

GHD I MANAGEMENT ENGINEERING ENVIRONMENT Level 8, 180 Lonsdale Street Melbourne VIC 3000 I http://www.ghd.com.au General Enquiries 61 3 8687 8000 --- Incoming mail is certified Virus Free. CChecked by AVG anti-virus system (http://www.grisoft.com). Version: 6.0.799 / Virus Database: 543 - Release Date: 11/19/04

Outgoing mail is certified Virus Free. Checked by AVG anti-virus system (http://www.grisoft.com). Version: 6.0.799 / Virus Database: 543 - Release Date: 11/19/04

1 Anissa Groves

From: [email protected] Sent: Thursday, 9 December 2004 10:47 AM To: ag [email protected] Subject: PID calibration

Hi Anissa,

An instrument calibration report is not on the file, and therefore unfortunately we can not provide proof of PID calibration.

It is GHD standard practice to calibrate our PlDs regularly using isobutylene, however a formal record is not maintained.

Regards ,

Daniel Todd Environmental Scientist .-/[email protected] I T 61 3 8687 8738 I F 61 3 8687 81 11 I GHD I MANAGEMENT ENGINEERING ENVIRONMENT Level 8, 180 Lonsdale Street Melbourne VIC 3000 I http://www.ghd.com.au General Enquiries 61 3 8687 8000

1 ATTACIHWENT 5 CERTmCATE OF TITLE T BY: WARRNAWBOOL CITY COUNCIL; 0355628774; GO-JUN-04 10:26; +PAGE 2

Security no : 1290028654f7C Valume 10444 Folio 991 Produced 28/68/2002 10:17 am LAND DESCRIPTIWH Lot Z on Plan of Subdivision 422541L. PARENT TITLES : Volume 10404 Polio 551 volume 10436 Folio 564 Created by instrument PS42254lL 19/05/1999

BB6ISTBRB;D PROPaIFKlR Estate Fee Simple Joint Proprietors WILLIAM CECIL JOHNSTONE PAMELA JOI.3NSMNB .4 both of 1 HOWARD ST WARRNAMBOOL 3280 wag57595 09/06/1999

CAVEATS ANI) NOTICES

Any encumbrances creaeed by Seccian 98 rranefer of Land Act 1950 or Section

24 Subdivision Act 1988 and any other encumbrances ehown or entered on the plan Bet aut under DIAGRAM LOCATION below.

DLACRAM LOCATION SEE PE422541L FOR FURTHER DETFiILS AND BOUNDARIES

DEALINQ ACTIVITY IX TEE LAST 105 DAYS -r

NIL

ROBEWT M. QllES 8 ASSOC. Phone: W400877 Fax: 9640 0866 Moblle: 0418 336 465 SENT BY: WARRNAfflBOOL CITY COUNCIL; 0355620774; 30-JUN-t4 10:27; PAGE 314

I-'"- --

Dqkh Limialion: Does not apply.

Date 3 /s/3! f i. I<.I Stage No;[ Plan Number m ..-< PLAN SUBDIVISION PS 422541.L OF I// .B I I I rn zrn -.., lw . .4 5 0 0 I- o 3 c5. 0 zc 0 H ...r

0 0 VI VI m N ID 32...

0 0 I c c ? 0 P

A ..0 N ...d

I midi-

-0 D .rnD P \ P