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ARUP Pty Ltd
Mulgoa Road Stage 1 Road Upgrade
Additional Contamination Assessment 6 July 2018
This page has been left intentionally blank
Mulgoa Road Stage 1 Road Upgrade – Additional Contamination AssessmentPrepared forARUP Pty LtdLevel 10,201 Kent StreetSydney NSW, 2000
Prepared byCoffey Services Australia Pty LtdLevel 19, Tower B, 799 Pacific HighwayChatswood, NSW 2067 Australiat: (02) 9406 1000 f: (02) 9406 1003ABN: 55 139 460 521
6 July 2018
Document authorisationOur ref: 754-SYDEN214564-R02
Quality informationRevision history
Revision Description Date Author/s Reviewer
R01a Draft Contamination Report 22/06/2018 DM AP/EW
R01 Final Contamination Report 02/07/2018 DM AP/EW
R02 Final Contamination Report 06/07/2018 DM EW
Distribution
Report Status No. of copies Format Distributed to Date
R01a 1 pdf ARUP 22 June 2018
R01 1 pdf ARUP 2 July 2018
R02 1 Pdf ARUP 6 July 2018
Coffey Services Australia Pty LtdABN: 55 139 460 521 ii
Table of contentsExecutive Summary ..................................... .................................... ................................................ iv
Abbreviations ............................................... .................................... ................................................. v
Introduction .... .................................. ....................................................................... .......... 1
Scope of Work ...................................... ...................................................................................... 2
3. Regulatory Framework ......................... .................................... ................................................. 2
Data Quality Objectives ........................ ...................................................................................... 3
Previous Contaminated Land Reports ............................................................................. .......... 3
Site Information and Setting ........................................................................................................ 4
Preliminary Conceptual Site Model ...... ...................................................................................... 8
Fieldwork Methodology ........................ ...................................................................................... 9
Assessment Criteria ............................. ....................................................................... ........ 12
Assessment Results ............................. ....................................................................... ........ 14
11. Quality Assurance and Quality Control (QA/QC) ...................................................................... 15
Discussion ............................................ ....................................................................... ........ 16
Conclusions .......................................... ....................................................................... ........ 16
Limitations ............................................ ....................................................................... ........ 17
Appendices
Appendix A – FiguresAppendix B – Analytical Summary TablesAppendix C – Data Quality ObjectivesAppendix D – Borehole LogsAppendix E – Equipment Calibration RecordsAppendix F – Site PhotographsAppendix G - Analytical Laboratory ReportsAppendix H - Groundwater Bores RecordsAppendix I - Important Information about Your Coffey Environmental Report
Coffey Services Australia Pty LtdABN: 55 139 460 521 iii
Executive SummaryCoffey has carried out an additional contamination assessment for ARUP on behalf of the Roads and Maritime Service (Roads and Maritime) for four sites proposed for land acquisition as part of the 1.3km Mulgoa Road Stage 1 Upgrade between Jeanette Street and Blaikie Road. The sites selected by Roads and Maritime for assessment were:
• 124-126 Mulgoa Road (BP Service Station)• 221 Worsley Street (Shell/Coles Express Service Station)• 283-287 Mulgoa Road (Western Motorcycles)
• Intersection of M4 Motorway and Mulgoa Road (M4 Embankments)
The objective of the assessment was to investigate whether there was the potential for contaminants of concern (CoC) posing unacceptable risks to human health or the environment at each of the four nominated locations and in light of the proposed future land use as a roadway.
It was not the objective of the assessment to carry-out a preliminary waste classification and was also limited to shallow soil sampling due to the agreed sampling methodologies (ie hand auger). Additionally, sampling was limited to accessible areas only with areas beneath driveways not being assessed.
Coffey undertook a review of previous contamination reports and carrried out a shallow soil sampling across each of the four sites. Soil samples collected from the 25 hand-augured boreholes were analysed for potential contaminants of concern along with soil vapour collected from individual temporary vapour implants installed at each service station site.
All results (soils and soil vapour) reported concentrations of contaminants of potential concern (CoPC) below laboratory practical quantitication limits and/or below adopted human health and ecological screening criteria except for two locations. Boreholes BH12 and BH13 collecetd from the Shell/Coles Express Service Station site reported exceedences of the total recoverable hydrocarbon (TRH C16- C34) ecological screening levels for public open space. The origin of the TRH C16-C34 was suspected to be the result of surface spillage given the depth of samples collected. It was concluded that if the design of the roadway in this area comprises hardstand the risk to ecological communities is considered to be acceptable risk and low as the ecological value beneath the hardstand material is low.
No asbestos containing material was observed or reported by the laboratory for the samples collected. During the construction of the road upgrade, it is recommended that a unexpected finds protocol is implemented.
Groundwater was not assessed a part of this investigation. Should construction work for the roadway require excavation to depths of greater than 6 mbgl (ie the expected depth of groundwater), groundwater assessment may be required. Groundwater flow direction from the BP Service Station site is expected to be towards the Nepean River located to the west. As such, groundwater may be hydrocarbon impacted as the acquisition area is located hydraulically downgradient from UST infrastructure. However, results from the soil vapour sampling conducted at BH1/SV1 indicates a low potential for presence of hydrocarbon within soil vapour.
Coffey Services Australia Pty LtdABN: 55 139 460 521 iv
AbbreviationsACM Asbestos Containing Material
AHD Australian Height Datum
ALS Australian Laboratories Services Pty Ltd
ASC NEPM Assessment of Site Contamination National Environment Protection Measure
m BGL metres Below Ground Level
BTEXN Benzene, Toluene, Ethylbenzene Xylenes less Naphthalene
CLM Contaminated Land Management
COC Chain of Custody
CoPC Chemical of Potential Concern
DQIs Data quality indicators
DQOs Data quality objectives
HIL Health Investigation Level
HSL Health Screening Level
LOR Limit of reporting
NATA National Association of Testing Authorities
NEPC National Environment Protection Council
NSW EPA New South Wales Environment Protection Authority
PAH Polycyclic Aromatic Hydrocarbons
PCBs Polychlorinated biphenyls
PID Photo-ionisation Detector
PQL Practical Quantification Limit
QA/QC Quality Assurance/Quality Control
RPD Relative Percentage Difference
SOPs Standard Operating Procedures
TEQ Toxic equivalence quotient
TRH Total Recoverable Hydrocarbons
VCH Volatile Chlorinated hydrocarbons
VOCs Volatile Organic Compounds
Coffey Services Australia Pty LtdABN: 55 139 460 521 v
Mulgoa Road Stage 1 Road Upgrade – Additional Contamination Assessment
IntroductionARUP Pty Ltd (ARUP) engaged Coffey Services Australia Pty Ltd (Coffey), on behalf of Roads and Maritime Services (Roads and Maritime) to undertake an additional contamination assessment at portions of four (4) sites (herein referred to as “the sites”) proposed for acquisition/development as part of the 1.3km Mulgoa Road Stage 1 Upgrade between Jeanette Street and Blaikie Road (herein referred to as “the Project”).
1.1. BackgroundCoffey previously undertook a Phase 1 desktop study of a wider area (including future stages of the wider Mulgoa/Castlereagh Road Corridor Upgrade) in May 2016 (Coffey 2016)1 to assess the likelihood for contamination within the proposed project area due to historic or current activities and to provide recommendations with respect to managing identified issues during construction. The Phase 1 report focused on identifying constraints on proposed construction activities with respect to contamination and was not intended to assess acquisition related risks.
Within the Stage 1 Upgrade, it is understood there are currently up to 21 properties (7 commercialand 14 residential) (or portions of) which are proposed for acquisition. The majority of these propertiesare subject to partial acquisitions.
The purpose of this contamination assessment was to inform the land acquisition process for the Project. ARUP, on behalf of Roads and Maritime, requested Coffey to undertake additional assessment at portions of the sites identified in Table A which comprised three partial property acquisitions and the M4 embankments of the M4 Motorway road bridges. The location of the sites assessed are illustrated in Figures 1 to 4 (Appendix A).
Table A: Site Properties Identified for Additional Assessment
Site Address Current Land-use/ Approximate FeatureSite Area
124-126 Mulgoa Road, BP Service Station 260 m2 Petroleum storage infrastructureJamisontown, NSW
221 Wolseley Street, Jamisontown, NSW
Shell/Coles Express 940 m2 Petroleum storage infrastructureService Station
283-287 Mulgoa Road, Jamisontown, NSW
Western Motorcycles 430 m2 Vehicle workshop & storage andhandling of petroleum/lubricantproducts
Interchange of M4 Motorway and Mulgoa Road
Embankments beneath M4 Motorway
Estimated 1,000 m2
Unknown fill beneath M4 motorway road bridges
1 Phase 1 Contamination Assessment Castlereagh/ Mulgoa Road – Road Widening, Coffey, May 2016 (Report Reference GEOTLCOV25650AA-AA).
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1.2. ObjectiveThe objectives of the assessment was to investigate whether there was the potential for contaminants of concern (CoC) to pose an unacceptable risk to human health or the environment at the four nominated locations and in light of the proposed future land use as a roadway.
It was not the objective of the assessment to carry-out a preliminary waste classification and was also limited to shallow soil sampling due to the agreed sampling methodologies (ie hand auger). Additionally, sampling was limited to accessible areas only with areas beneath driveways not being assessed.
Scope of WorkCoffey carried out the following scope of work:
• Review previous environmental reports
• Collection of soil samples and carry out field screening at 25 boreholes using a hand auger• Installation of a temporary (x1) soil vapour implant at each of the Shell/Coles Express and BP
Service Station sites• Analysis of soil and soil vapour samples at a lab for CoPC using NATA accredited methods• Compare the results from soil and soil vapour sampling against adopted human health and
ecological screening criteria• Provision of a combined contamination assessment report for the four sites to assess potential
risks to human health and provide any recommendations
3. Regulatory FrameworkThis additional contamination assessment was carried out with consideration to the following legislation, guidelines and regulations:
• NSW Work Health and Safety Act 2011 (WHS Act 2011)
• NSW Work Health and Safety Regulation 2017 (WHS Regulation 2017)• Contaminated Land Management (CLM) Act, 1997 (CLM Act 1997)• Contaminated Land Management Amendment Act 2008
• Protection of the Environment Operations (POEO) Act 1997 (POEO Act 1997)• National Environment Protection Council (NEPC) Act 1994 (NEPC Act 1994)• National Environment Protection Council, National Environment Protection (Assessment of Site
Contamination) Measure, 1999 (April 2013) (amended ASC NEPM)• CRC Care Technical Report No. 10, Health Screening Levels for Petroleum Hydrocarbons in Soil
and Groundwater, 2011 (CRCCARE 2011)• CRC Care. Technical Report No. 23. Petroleum hydrocarbon vapour intrusion assessment:
Australian guidance, 2013 (CRCCARE 2013)
• NSW Office of Environment and Heritage (OEH), Guidelines for Consultants Reporting onContaminated Sites, 2011 (OEH 2011)
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• Standard Australia AS4482.1, Guide to Investigation and Sampling of Sites with PotentiallyContaminated Soil, Part 1: Non-volatile and Semi-volatile Compounds, 2005 (AS4482.1 – 2005)
• Standards Australia AS4482.2, Guide to the Sampling and Investigation of PotentiallyContaminated Soil, Part 2: Volatile Substances, 1999 (AS4482.2-1999).
Data Quality ObjectivesThe data quality objectives (DQOs) adopted the AS4482.1-2005 approach which are referenced in the amended ASC NEPM. The DQOs cover seven iterative steps which specify the parameters for the assessment in terms of number of samples, type of samples to be collected and identify appropriate sampling methods required to assess the CoPC. Appendix C describes in detail the DQO process adopted for this assessment.
Previous Contaminated Land ReportsCoffey has reviewed the previously prepared Phase 1 Contamination Assessment Report (Coffey 2016)Error! Bookmark not defined. for the proposed Mulgoa Road/Castlereagh Road corridor (“the study area”) with the key points relevant to the Project area summarised below.
The objectives of the Phase 1 contamination assessment were to:• Conduct a Phase 1 preliminary contamination assessment to assess the likelihood for
contamination to exist within the study area from past or present activities.• Provide recommendations with respect to managing identified potential contamination issues
within the study area.
The scope of works included a review published information and previous reports, and undertaking a site walkover to observe potential sources of contamination and identify sensitive land uses.
Site history information indicated that the study area was generally rural / low density residential until the 1960’s/1970’s. Following this, residential and commercial development increased along the Mulgoa Road portion of the route from the 1970’s on-wards. Recent development (i.e. post 2000) was described as generally comprising commercial retail and restaurants. Broadly, contamination is likely to be attributed to one of the following sources:
1. Former and current fuel stations, due to the storage of petroleum hydrocarbons and vehicleworkshop activities.
2. Fill mounds of unknown quality and origin along selected street frontages.3. Vehicle workshops due to storage and usage of hydrocarbons and lubricants, as well as handling
of potentially hazardous materials (e.g. such as asbestos lined brake pads). These workshopsare either standalone, or part of car sales yards or service stations.
4. Other more diffuse and generally lower risk sources, such as weathering of hazardous materialsfrom older buildings (e.g. lead based paints and asbestos sheeting), electrical transformer boxesdue to localised storage of hazardous chemicals (e.g. within transformer boxes), and the potentialfor asbestos pipework within older underground service pits and cables.
For the sites identified for assessment for Stage 1 Upgrade Works, Table B notes the potential risks identified during the Phase 1 report (Coffey, 2016)Error! Bookmark not defined.:
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Table B: Phase 1 Identified Risks
Site ID Site Address Identified Risk
BP Service Station 124-126 Mulgoa Road,Jamisontown, NSW
Medium risk as only 10m away from proposed route. Deeper contamination sources may be possible.
Shell/Coles Express Service Station
221 Wolseley Street, Jamisontown, NSW
Low risk as approximately 20m away from proposed route. Deeper contamination sources may be possible.
Western Motorcycles 283-287 Mulgoa Road,Jamisontown, NSW
Low risk as likely workshop areas greater than 15m away.
Embankments beneath M4 Motorway Road Bridge
Intersection of M4 Not assessed during Phase 1.Motorway and MulgoaRoad
Site Information and SettingBelow is a summary of site information and environmental setting for the project as a whole and was sourced from the Phase 1 Report (Coffey 2016), where relevant.
6.1. Site IdentificationThe location of the four sites are shown on Figure 1 (Appendix A), and in greater detail in Figures 2 to 4 (Appendix A). Site details assessed as part of this investigation are listed in Table C and identified within Figures 2 to 4 in Appendix A.
Table C: Site Identification
Site ID Site Address Lot/DP
BP Service Station 124-126 Mulgoa Road, Jamisontown,NSW
Shell/Coles Express Service Station 221 Wolseley Street, Jamisontown,NSW
Western Motorcycles 283-287 Mulgoa Road, Jamisontown,NSW
Portion of Lot 21 DP844394
Portion of Lot 221 DP828240
Portion of Lot 2223 DP852657
Embankments beneath M4 Motorway Road Bridge
Intersection of M4 Motorway and Roads and Maritime landMulgoa Road
6.2. Site Conditions and Key FeaturesThe proposed road widening is understood to be bitumen paved, dual lane carriageway and kerb and gutter. The Project area is bounded by urban residential properties and commercial premises.
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Table D provides a summary of the site conditions and key features for each individual site assessed with selected photographs presented in Appendix F.
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Table D: Summary of Site Conditions and Key Features
Site ID Site Condition and Features
BP Service Station
Shell/Coles Express Service Station
Western Motorcycles
Embankments beneath M4 Motorway
The BP site area comprised a garden bed approximately 3m x 25m containing small shrubs and mulch. A diesel bowser was located at the south-western corner adjacent to BH4. Some minor staining of the concrete plinth beneath the diesel bowser was observed.
The Shell/Coles Express site area assessed was approximately rectangular in shape and comprised largely open space and was sparsely covered with grass. Some tall trees were also present. No staining was observed on the surface. The site was intersected by two driveways servicing the service station site from Mulgoa Road. No underground petroleum storage systems (UPSS) were observed within the site area.
The site assessed was approximately rectangular in shape (13m x 40m). The ground surface was largely grassed with a driveway located to the north of the site. Numerous motorcycles were lined up on display across the front of the building and on the site area. No staining was observed on the grass surface.
The embankment area assessed comprised a number of sections surrounding the abutments of the M4 Mulgoa Road overpass. Large portions of the site were overgrown with tall shrubs and grasses. An open stormwater drain was located along the western side of the M4 and numerous litter was observed across the site. A small fibre cement pipe was identified at the base of an embankment area, of which a sample was collected and subsequently submitted for asbestos analysis, which was confirmed by the laboratory as not containing asbestos (refer to Section 10).
6.3. TopographyA review of the 1:100,000 Penrith topographical map (Central Mapping Authority, 1985) indicates that the sites are relatively flat and lies at an approximate elevation of 30 mAHD. Apart from the M4 embankments, all sites were relatively flat.
6.4. Hydrology and DrainageThe sites are situated within the Nepean River catchment area, and the river runs almost parallel to the Project area. No tributaries were observed to flow within the Project area. Surveyors Creek is located approximately 200m to the northeast of the BP Service Station and is outside of the Project area but likely to receive surface flows arising from this Project area. Surveyors Creek also appears to be culverted.
The existing roadway is generally elevated above surrounding land, and is contains kerb and guttering with stormwater drains likely distributing surface flows into the Council stormwater system. Regionally, drainage is likely to flow towards the tributaries, or west towards the Nepean River.
6.5. Acid Sulfate Soil and Salinity PotentialAcid sulfate soil (ASS) is typically associated with sedimentary soils deposited under coastal processes, none of which are within the proposed route area. Acid sulfate soil risk mapping, produced by NSW Department of Primary Industries, does not extend this far from the coast. Acid sulfate soils are predominantly situated at elevations of less than 5m AHD. As the sites are at an elevation of approximately 30m AHD, it is considered unlikely to be actual or potential acid sulfate soils at the sites.
Reference to the Western Sydney salinity potential map (NSW Department of Infrastructure, Planning and Natural Resources, 2003) indicates the site is situated in an area classed as moderate salinity
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potential. Scattered areas of scalding and indicator vegetation have been noted in these areas, but salinity concentrations are yet to be mapped; or may occur if risk factors change adversely.
An area either side of Surveyor’s creek to the north of the site is mapped as having a high salinity potential. These areas are typically defined as areas were soil, geological, topographical and hydrogeological conditions predispose a site to salinity. The saline areas are more likely to be present in drainage systems (e.g. floodplains) where water accumulation is high.
6.6. Local Geology and Soil LandscapeThe 1:100,000 Penrith Geological Series Sheet indicates each of the sites are underlain by gravel, silt, sand and clay alluvial deposits of the Cranebrook Formation deposited in the Quaternary period.
The Penrith 1:100,000 soil landscape series sheet 9130 (Soil Conservation Service of NSW, 1989), shows that each of the sites are situated within the Freemans Beach soil landscape. Freemans Beach is an active floodplain of the Nepean River, featuring a generally level topography with active relief (less than 10m) towards local backswamps and levees. Soils that could be present include deep alluvial soils, typically sands and brown loams, which may be apedal to moderately structured. This landscape is prone to high streambank erosion potential and frequent flooding.
6.7. Regional Hydrogeology and Groundwater UsageA search of the NSW Department of Natural Resources Groundwater Bore Register indicate there are no registered boreholes within the Project Area.
Multiple groundwater bores are located within 500m of the project area and are used for a range of purposes such as recreational use and as monitoring wells. Groundwater monitoring wells indicate groundwater levels are in the order of 6 mbgl to 9 mbgl. Available bore records are provided in Appendix H and summarised below:
• A cluster of monitoring wells (x4) are located at a 7-Eleven Service Station Site which is 400msouth-west of the Project area. No information is available for these wells but are assumed to beassociated with underground petroleum storage system (UPSS) monitoring.
• A test bore (status listed as inactive) is located within the Regentville Public School (bore IDGW108486) and is listed for recreational groundwater use. The bore is 200m deep and appearsto target sandstone fractures at a depth of approximately 190m. Standing water levels are listedat 50 mbgl and the bore is inactive.
• A cluster of monitoring wells (x4) is located at a former Caltex Service Station site located at 229Mulgoa Road and is approximately 300m north east of the Project Area. Bores are between 9mbgl and 12 mbgl with standing water level at between 8 mbgl to 9 mbgl. A
• A cluster of monitoring wells (x6) are also located at a Mobil Service Station site (7-Eleven)located 92 Mulgoa Road and approximately 360m north east of the Project Area. Bores arebetween 5 mbgl and 12 mbgl with standing water level at between 4.5 mbgl to 9 mbgl.
Based on the proposed target depth of this assessment, groundwater is not expected to be encountered during construction of the roadway. Any contaminated groundwater identified within theabove-mentioned bore records would not be expected to the Project area as groundwater flowdirection is expected to flow to the west towards the Nepean River.
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Preliminary Conceptual Site ModelContamination identified within the project area, if not managed appropriately could pose a potential risk to human health and/or the environment during construction or ongoing future use as a roadway. For an environmental or human health risk from contamination to be present, there must be a plausible pollutant linkage between the source and a receptor by means of a transport mechanism (pathway).
7.1. Potential Contamination SourcesAs outlined in the Coffey Phase 1 Contamination Assessment (Coffey, 2016), the potential sources of contamination at each of the assessment sites are detailed below. No other potential sources of contamination were identified during this assessment.
• Hydrocarbon impacts from petroleum infrastructure at service station sites (BP and Shell/ColesExpress Service Station Sites)
• Degreasing solvents used at commercial facilities (ie Western Motorcycles)
• Potential impacted fill material of unknown origin (M4 Embankments)
7.2. Chemicals of Potential ConcernChemicals of potential concern (CoPC) for this assessment comprised:
• Total recoverable hydrocarbons (TRH)• Benzene, toluene, ethylbenzene, xylene and naphthalene (BTEXN) compounds• Polycyclic aromatic hydrocarbons (PAH)
• Organochlorine pesticides (OCP)• Polychlorinated biphenyls (PCB)• Heavy metals (arsenic, cadmium, chromium, copper, mercury, lead, nickel and zinc)• Volatile chlorinated hydrocarbons (VCH)
• Asbestos
7.3. Release Mechanisms and Migration PathwaysThe following activities could potentially disturb contamination, if present, during construction and operation as a roadway:
• Mechanical or manual excavation during construction and future maintenance work• Installation of footings
• Site clearing of vegetation• Handling, stockpiling and transporting material resources
• Interception (dewatering) of surface flows• Wind dispersion
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Conduits for migration of CoPC may be provided by more permeable layers within the fill and/or natural strata and/or underground services. Migration pathways for contamination may also include stormwater and sediment run-off from the construction area.
7.4. Receptors and Exposure RoutesThe following potential receptors were considered for this contamination assessment:
• Construction workers and future maintenance workers from direct contact, and inhalation of dust,asbestos fibres and vapours
• Adjacent site users from ingestion and inhalation of dust and asbestos fibres
• Future site users (i.e. public) from dermal contact, ingestion and inhalation of dust and asbestosfibres
• Aquatic freshwater ecosystems of the Nepean River and its tributaries
Fieldwork Methodology8.1. Sample RationaleThe rationale for sampling was to provide spatial coverage across the site areas in order to meet the minimum sampling frequency number as per NSW EPA Sampling Design Guidelines and provide a preliminary assessment of soil vapour at each of the service station sites. Soil vapour sampling was carried out at the service station sites to preliminary assess the potential for groundwater to be contaminated thus releasing vapours, as groundwater reports were not provided for review.
Sampling was limited in depth to less than 1m due to the limitations of the sampling methodologies utilised (ie hand auger).
8.2. GeneralFieldwork was carried out between 14 and 17 May 2018 by a Coffey environmental scientist.
Prior to ground disturbance, each borehole location was cleared for underground services by an accredited underground service locator. This included the use of ground penetrating radar (GPR) where permissible to do so to confirm the presence of non-conductive materials such stormwater pipes, irrigation or underground petroleum structures. GPR was not able to be carried out at the BP Service Station site or the M4 Embankments due to obstructions.
Non-destructive digging was carried out using a hand auger to mitigate contact and disturbance of underground services, where required.
Borehole logs are provided in Appendix F.
Boreholes not converted to soil vapour monitoring wells were reinstated after sampling with the spoil recovered during auguring in reverse order.
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8.3. Soil Sampling and Field ScreeningA total of 25 boreholes were advanced using a hand auger across all four sites as detailed in Table E in Section 8.5.
Soil samples were collected from varying depths including from the surface of the soil and generally every 0.5 m or change in lithological unit. Soil samples were collected from the hand auger using disposable nitrile gloves and between each sampling location to reduce the potential for cross contamination.
The soil samples were placed in laboratory-supplied containers and transported to the laboratory inice-cooled eskies under standard chain of custody procedure.
Subsurface conditions were logged in general accordance with AS 1726-2017. A photo-ionisation detector (PID) was used to screen the soil samples for the potential presence of volatile organic compounds (VOCs) and suspected hydrocarbon impact during sampling. The soil samples collected and PID readings are detailed on the borehole logs provided in Appendix D.
8.4. Soil Vapour SamplingTwo temporary soil vapour wells were installed by direct driving a sampling rod to a depth of 1 m, prior to lifting the screen sleeve and collecting a sample. One was located at the BP service station site (BH1/SV1) and one at the Shell/Coles Express service station site (BH12/SV2).
Vapour samples were collected using individually certified Summa® canisters at each location. Summa® canisters are evacuated stainless steel chambers that provide a non-intrusive, active sampling method to collect a bulk soil gas sample over a specified time period. The canisters were1.4 L in volume and fitted with a 60 millilitre per minute regulator. The regulators allowed the vapour tobe sampled at a relatively constant rate over the selected sampling period.
The use of Summa® canisters allows appropriate analytical methods to be used that provide accurate determination of a large range of low level VOCs in air. Summa® canisters were certified clean by the analysing laboratory Australian Laboratory Services (ALS) and used within appropriate holding times. The pressure change in the canisters was noted at regular times during sampling and the pressure was noted to drop at a constant rate.
The vacuum pressure for each canister was checked prior to sampling, after sample collection and upon receipt at the laboratory. A vacuum pressure after sampling of between 5 and 10 inches of mercury (“Hg) is considered to be representative of constant controlled flow sampling rate and collection of a complete sample. A vacuum pressure difference of less than 5 “Hg between sample dispatch (after sample collection) and sample receipt is deemed acceptable.
The canister vacuum pressures recorded after sample collection were -5 psi for BH1/SV1 canister and -6 psi for BH12/SV2 canister and the pressure difference between sample dispatch and receipt was less than 2 psi. Differences in the vacuum readings in the field and laboratory can be attributable to a variety of reasons including change in temperatures, changes in barometric pressure or differences in instrument accuracy. The accuracy of the vacuum readings in the laboratory are greater than gauges used in the field and it is likely that the small differences in pressure readings between vacuum after sampling and vacuum on receipt by laboratory are due to differences in instrumentation.
All samples collected were sent under chain of custody to ALS which is a NATA accredited laboratory for the BTEX and TRH compounds (aliphatic and aromatic fractions).
A copy of the field sheets are provided in Appendix E and a copies of the calibration records for the sampling equipment are provided in Appendix F.
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8.5. Laboratory AnalysisSamples were analysed at laboratories holding accreditation to ISO 17025 General requirements for the competence of testing and calibration laboratories and using National Association of Testing Authorities (NATA) accredited methods compliant with amended ASC NEPM 2013 Schedule B3 Laboratory Analysis of Potentially Contaminated Soils referenced to USEPA and APHA methods.
Copies of the laboratory analytical reports are provided in Appendix J.
Soil samples were analysed by Eurofins MGT Pty Ltd (Eurofins). Selected soil samples were analysed for the analytical suite outlined in Table E. Soil samples analysed for asbestos were selected from fill material only.
Sampling location frequencies met the NSW EPA Sampling Design Guideline requirements for each of the sites based on the areas detailed in Table A (Section 1.1). The minimum number of sampling points required for a 500 m2 area is 5 sample points and 6 sample points for a 1,000 m2 area.
Table E: Summary of Soil Analytical Suite (CoPC)
Site ID Numberof
Boreholes
TRH andBTEXN
PAH OCP/PCB
Metals Lead Asbestos VCH(+/-)
Shell/Col es Express
Western Motorcyc les
6 10 10 - - 10 - -
5 9 9 - - 9 - 9
BP 4 7 7 - - 7 - -
M4Embank ments
Soil vapour samples collected from the two service station sites were submitted to ALS for analysis of TRHs (aliphatic and aromatic fractions) and BTEX.
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Assessment CriteriaAnalytical results of soil and soil vapour samples were compared against the following criteria and screening levels. These criteria are considered applicable for the current land use and proposed future land use.
9.1. Soil Health Investigation Levels (HILs)HILs relevant to commercial/industrial land use were adopted from ASC NEPM 2013.
HILs are deemed applicable for assessing human health risk via all relevant exposure pathways of exposure for metals and organic substances. HILs are concentrations below which contaminants insoils are not considered to adversely affect human health. The adopted HILs for assessment of soilare presented in Table 1 (Appendix B).
9.2. Soil Health Screening Levels (HSLs)Soil HSLs are provided in ASC NEPM 2013 for selected petroleum compounds and fractions and are considered applicable to assessing human health risk via vapour intrusion and inhalation. The HSLs depend on specific soil physicochemical properties, land use scenarios, and the characteristics of building structures. They apply to different soil types, and depths below surface to >4m bgl.
Soil HSLs were also adopted from CRCCARE 2011 to assess the exposure pathway of:
• Direct contact (oral ingestion, dermal contact and dust inhalation) for commercial / industrialworkers and intrusive maintenance workers
• Vapour intrusion for intrusive maintenance workers (maximum trench depth of 1.0 m)
As a conservative approach, a sandy soil type and depth of 0-<2 m was adopted. Workers working in deeper excavations are anticipated to have their own management plan as part of the work, health and safety procedures.
The soil HSLs adopted are presented in Table 1 (Appendix B).
9.3. Petroleum Hydrocarbon Management LimitsPetroleum hydrocarbon management limits provided in ASC NEPM 2013 were considered applicable for assessing petroleum hydrocarbons in soil to avoid or minimise the following potential effects of petroleum hydrocarbon contamination:
• Formation of observable light non-aqueous phase liquid (LNAPL)• Fire and explosion hazards
• Effects on buried infrastructure (i.e. penetration of, or damage to, in-ground services byhydrocarbons)
• Aesthetics
Management limits for a commercial/industrial land use with coarse soil texture were adopted for this assessment are presented in Table 1 (Appendix B).
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9.4. Soil Vapour HSLs for Vapour IntrusionSoil vapour HSLs for selected petroleum compounds and fractions have been adopted fromASC NEPM 2013 as they are considered applicable to assessing human health risk via the vapourintrusion pathway. The HSLs depend on specific soil physicochemical properties, land use scenarios,and the characteristics of building structures. They apply to different soil types, and depths belowsurface to >8m bgl. The adopted soil vapour HSLs for assessment of soil vapour are presented inTable 2 (Appendix B).
9.5. Ecological Investigation and Screening LevelsAssumptions were made regarding the adoption of ecological investigation levels (EILs). First, the soil type at each location was taken into consideration. As the predominant soil type is clay, a pH of 6.0, CEC of 30 cmol/kg and clay content of >10% was adopted. ABC’s were derived from Imray et al (1995)2 for NSW old suburbs and high traffic (adopting the 25th percentile).
Coffey conducted a review of the background documents used to derive the ecological screening levels (ESLs) for benzo(a)pyrene as prescribed in Schedule B1 of the amended ASC NEPM. The review identified that the ESLs were heavily based on the 1999 Canadian Soil Quality Guideline (SQG) values (Warne, 2010). Due to the availability of a significant amount of new toxicity data, the Canadian values were revised in 2010 (CCME, 2010), however these revisions were not considered in the amended ASC NEPM. As such, Coffey considers that the low reliability ESLs prescribed in Schedule B1 of the amended ASC NEPM are now out dated and the Canadian Soil Quality Guidelines for Environmental Health (SQGE) have been adopted (CCME, 2010). The Canadian SQGE for B(a)P (20mg/kg) has been derived based on a similar methodology to that prescribed in Schedule B5b of the amended ASC NEPM (i.e. based on the species sensitivity distribution approach).
9.6. Asbestos in SoilFor asbestos in soil, a screening level of 0.1g/kg (0.01 % w/w equivalent) was adopted based on the laboratory detection limit for analysis of asbestos in non-homogenous samples using the methodology outlined in Australian Standard AS 4964 – 2004: Method for the Qualitative Identification of Asbestos in Bulk Samples (AS4964-2004). Furthermore, where trace analysis is carried out during analysis, an assessment criteria of ‘no respirable fibres’ has been adopted; a detection of respirable fibres would indicate an exceedance of the assessment criteria. Furthermore, the laboratory provides additional comments of visual observations made during analysis relating to the presence of visible Fibrous Asbestos (FA) and Asbestos Fines (AF) (if present). These observations are noteworthy, based on the weight of evidence approach, in accordance with the amended ASC NEPM 2013.
2 Element Concentrations in Soils from Rural and Urban Areas of Australia, Olszowy, Torr and Imray, Contaminated Sites Monograph Series No.4
Coffey754-SYDEN214564-R01 13
Mulgoa Road Stage 1 Road Upgrade – Additional Contamination Assessment
Assessment Results10.1. Ground ConditionsBorehole logs are provided in Appendix D. Table F below provides a summary of sub-surface conditions. PID readings generally were recorded as relatively low.
Table F: Summary of Soil Assessment Criteria
Site ID General Fill Description Natural Material CommentsDescription
BP Service Station
BH1 to BH4
Topsoil comprising Silty Clay, low plasticity, brown
Clay, low plasticity, brown to yellow/brown
BH2 was terminated within the fill material following refusal on a hard substance.
Natural Clays were encountered from 0.3m (BH4) to 0.5 (BH1)
Field PID readings ranged from 1.1 ppm to 4.1 ppm
Western Motorcycles
BH5 to BH9
Topsoil comprising clay, medium plasticity, brown, mulch
Clay, medium plasticity, brown
BH6 refused at 0.1m
Natural Clays were encountered from 0.1m (BH9) to 0.2 (BH7, BH8)
Field PID readings ranged from 2.3 ppm to 7.1 ppm
Shell/Coles Express
BH10 to BH15
Topsoil comprising clay, medium plasticity, brown, mulch
Clay, medium plasticity, brown
BH13 and BH15 both refused at 0.2m.
Natural Clays were encountered from surface (BH13 and BH15) to 0.1 m (BH10, BH11, BH12 and BH14)
Field PID readings ranged from 1.1 ppm to 3.7 ppm
M4Embankments
BH16 to BH25
Topsoil comprisingsilty/gravely Clay,medium plasticity, brown
Clay, medium plasticity, brown
BH15 and BH22 and BH24 and BH25 refused within the fill material
Natural clays were encountered from 0.1 m to 0.2m depth.
Field PID readings ranged from 0.9 ppm to 7.6 ppm
No groundwater or seepage water was observed during the investigation. No visible signs of contamination or asbestos were observed at the borehole sampling locations. Minor staining was observed
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Mulgoa Road Stage 1 Road Upgrade – Additional Contamination Assessment
10.2. Soil Analytical ResultsA summary table of soil analytical results compared to the adopted soil assessment criteria is presented in Table 1 (Appendix B).
A review of the analytical results indicates that concentrations of CoPC within samples analysed were less than the laboratory practical quantitation limit (PQL), and/or the adopted soil assessment criteria, and the adopted screening level for asbestos in soil except for the following:
• TRH C16-C34 (ESL for public open space) - criteria 300 mg/kgn BH12_0.0-0.1m reported 710 mg/kg (Shell/Coles Express)n BH12_0.3-0.4m reported 520 mg/kg (Shell/Coles Express)n BH13_0.0-0.1m reported 330 mg/kg (Shell/Coles Express)
No asbestos was reported within the samples collected and analysed.
10.3. Soil Vapour ResultsA summary table of the soil vapour analytical results are presented in Table 2 (Appendix B).
A review of the soil vapour analytical results indicates that neither of the soil vapour samples collected reported concentrations of CoPC above the PQL.
11. Quality Assurance and Quality Control (QA/QC)In summary, the following QA/QC findings are noted:
• Sampling was conducted in fine weather on consecutive days by the same person who wasappropriately trained and experienced for the task
• Samples were collected from pre-determined locations and to target depths where practicable
• Analytical laboratories were NATA accredited for the analyses requested and NATA endorsedlaboratory certificates were issued
• RPDs (blind and split duplicate) samples were within acceptable limits as defined in the DQO’sprovided in Appendix C. RPD results are provided in Table 3 (Appendix B)
• Samples submitted to the laboratory were chilled and within the required holding timeframes forthe required analytical test methods performed
• Field rinsate samples collected and trip blank and trip spike samples reported contaminantconcentrations below the laboratory limit of reporting (refer to Table 4 and Table 5, Appendix B))
• Laboratory QAQC – internal laboratory duplicates, method blanks, surrogates and matrix spikeswere within acceptable limits
Based on the review of field and laboratory QA/QC results, the quality of the data generated from this assessment are considered reliable and suitable for the purposes of the assessment.
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Mulgoa Road Stage 1 Road Upgrade – Additional Contamination Assessment
DiscussionSoil samples were collected and analysed from a total of 25 boreholes for relevant CoPC across the four sites. Based on a review of the laboratory results, only one of the sites (Shell/Coles Express) reported concentrations in exceedance of any adopted criteria. Two locations (BH12 and BH13) reported concentrations of TRH C16-C34 greater than the adopted ESLs for public open space. This is indicative of potential surface spillage of heavy end hydrocarbon fractions (such as engine oil) and is not likely to be the result of significant contamination arising from leaking underground storage tanks (USTs) or associated petroleum infrastructure. The highest TRH concentrations were reported in the surface soils and decrease with depth. The resulting soil vapour sample collected at this location (BH12/SV2) reported concentrations of all analytes tested below the laboratory PQL and below any adopted screening criteria, therefore resulting in an acceptable vapour risk to construction workers.
Groundwater was not assessed a part of this investigation. Should construction work for the roadway require excavation to depths of greater than 6 mbgl (ie the expected depth of groundwater), groundwater assessment may be required. Groundwater flow direction from the BP Service Station site is expected to be towards the Nepean River located to the west. As such, groundwater may be hydrocarbon impacted as the acquisition area is located hydraulically downgradient from UST infrastructure. However, results from the soil vapour sampling conducted at BH1/SV1 indicates a low potential for presence of hydrocarbon within soil vapour.
Some minor staining was visible on the plinth at the BP Service Station site and is expected some minor localised contamination may be present beneath the plinth that may require removal prior to construction and further assessment/validation.
Dependent on the design of the road and road verge, it is likely that the areas at these locations (ie boreholes BH12 and BH13) will be located under hardstand supporting low ecological values and therefore represent an acceptable risk to ecological communities. If the road verge is to be vegetated, remedial measures may be required including removal of impacted soils.
The depth of the sampling at the M4 embankments was limited to surface soils (ie 0.4m) because of the sampling techniques employed and the use of mechanical methods was not feasible. Although a definitive statement cannot be made regarding the potential for contamination deeper within the embankment fill material, it is likely the material is consistent in with depth as it is expected to have been placed within a short timeframe and likely obtained from same source material. Further confirmatory assessment may be required during construction.
ConclusionsCoffey has completed a contamination assessment across portions of four sites for due diligence purposes prior to the acquisition of land as part of the Mulgoa Road upgrade project by Roads and Maritime.
A summary of findings is presented as follows:
• The soil material encountered at each borehole was largely natural clay material overlying thinlayer of topsoil. No visual or olfactory evidence of contamination was encountered at the locationssampled. Some soils located at the M4 embankment encountered fill material but appeared as reworked natural clays. The soil assessment was limited in depth to the top 0.8m.
• No suspected asbestos impacted fill was found and analytical results reported no detection ofasbestos, including no loose asbestos fibres by trace analysis.
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Mulgoa Road Stage 1 Road Upgrade – Additional Contamination Assessment
• Soil vapour reported concentrations below the PQL and relevant criteria at each of the soil vapourwells located at Shell/Coles Express and BP service station sites.
• Soils and soil vapour (Shell/Coles and BP only) were assessed for suitability for the proposed useat each site and are considered acceptable for use as a roadway. Results are also considered asnot presenting any potential risks to construction worker health and safety.
• Soils were also assessed for ecological suitability and are considered to be acceptable forplacement within a roadway except for two borehole locations (BH12 and BH13, Shell/ColesExpress) where TRH C16-C34 reported concentrations exceeding the ESL criteria for public open space. Note concentrations were considered acceptable for commercial/ industrial land use and as such if the shallow soils within vicinity of these boreholes are covered with pavement the risk to ecology would be considered to be acceptable. Alternatively, these soils may be removed and disposed offsite. At detailed design phase, contamination can be managed through preparation and implementation of a Remedial Action Plan (RAP) (if capping onsite) or through construction practices as detailed within a Construction Environmental Management Plan (CEMP) if disposing offsite.
LimitationsAdditional to the limitations stated within this report, this report must also be read in conjunction with the attached “Important Information about your Coffey Environmental Report” (Appendix H).
Coffey754-SYDEN214564-R01 17
Appendix A – Figures
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MULGOA ROAD STAGE 1 UPGRADECONTAMINATION ASSESSMENTMULGOA ROAD, PENRITH, NSW
SITE LOCATION PLAN
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MULGOA ROAD STAGE 1 UPGRADECONTAMINATION ASSESSMENT MULGOA ROAD, PENRITH, NSW
SAMPLING LOCATION PLANBP SERVICE STATION - 124-126 MULGO ROAD
AERIAL IMAGERY COPYRIGHT: ©Land and Property Information (2015)SOURCED FROM WEBSITE: http://www.lpi.nsw.gov.au/mapping_and_imagery/lpi_web_services LICENSED UNDER CC BY 3.0 AU (https://creativecommons.org/licenses/by/3.0/au/legalcode)
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ARUP PTY LTD
MULGOA ROAD STAGE 1 UPGRADECONTAMINATION ASSESSMENTMULGOA ROAD, PENRITH, NSW
SAMPLING LOCATION PLAN
AERIAL IMAGERY COPYRIGHT: ©Land and Property Information (2015)SOURCED FROM WEBSITE: http://www.lpi.nsw.gov.au/mapping_and_imagery/lpi_web_services LICENSED UNDER CC BY 3.0 AU (https://creativecommons.org/licenses/by/3.0/au/legalcode)
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ARUP PTY LTD
MULGOA ROAD STAGE 1 UPGRADECONTAMINATION ASSESSMENT MULGOA ROAD, PENRITH, NSW
SAMPLING LOCATION PLANINTERSECTION OF M4 MOTORWAY AND MULGO ROAD
AERIAL IMAGERY COPYRIGHT: ©Land and Property Information (2015)SOURCED FROM WEBSITE: http://www.lpi.nsw.gov.au/mapping_and_imagery/lpi_web_services LICENSED UNDER CC BY 3.0 AU (https://creativecommons.org/licenses/by/3.0/au/legalcode)
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Appendix B – Analytical Summary Tables
Table 1: Analytical Soil Results ARUP/ Mulgoa Road Contamination Assessment
industrial EIL(Aged)
Public Spaces EIL(Aged)
residential andpublic openspace, CoarseSoil
industrial, Coarse Industrial D Soil
Intrusion, 0 to<1m, Sand
NEPM 2013 HILsRecreational C Soil
NEPM 2013 HILsCommercial/industrial D Soil
for Vapour Intrusion: for Direct Contact: Intrsive Maintenance Intrusive
Trench) (0m to <2m, Workerclay)
Field_ID BH1-0.0-0.1 BH1-0.5-0.6 BH2-0.0-0.1 BH2-0.5-0.6 BH3-0.0-0.1 BH4-0.0-0.1 BH4-0.4-0.5 BH5-0.0-0.1 BH5-0.3-0.4 BH6-0.0-0.1 BH7-0.0-0.1 BH7-0.3-0.4 BH8-0.0-0.1 BH8-0.3-0.4 BH9-0.0-0.1 BH9-0.3-0.4 BH10-0.0-0.1 BH10-0.2-0.3 BH11-0.0-0.1 BH11-0.3-0.4 BH12-0.0-0.1 BH12-0.3-0.4 BH13-0.0-0.1 BH14-0.0-0.1 BH14-0.3-0.4 BH15-0.0-0.1 BH16-0.0-0.1Sampled_Date-Time 15-May-18 15-May-18 15-May-18 15-May-18 15-May-18 15-May-18 15-May-18 15-May-18 15-May-18 15-May-18 15-May-18 15-May-18 15-May-18 15-May-18 15-May-18 15-May-18 15-May-18 15-May-18 16-May-18 16-May-18 16-May-18 16-May-18 16-May-18 16-May-18 16-May-18 16-May-18 16-May-18Lab_Report_Number 599119 599119 599119 599119 599119 599119 599119 599119 599119 599119 599119 599119 599119 599119 599119 599119 599119 599119 599119 599119 599119 599119 599119 599119 599119 599119 599119
Matrix_Type SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOILNEPM 2013 Mgmt LimitsCommercial andindustrial, Coarse Soil
BTEX Benzene mg/kg 0.1 50 75 3 350 1100 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1Ethylbenzene mg/kg 0.1 70 165 85,000 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1Toluene mg/kg 0.1 85 135 120,000 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1Xylene (m & p) mg/kg 0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 <0.2 0.5 0.3 <0.2 <0.2 0.5Xylene (o) mg/kg 0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 0.2 0.2 <0.1 <0.1 0.5Xylene Total mg/kg 0.3 105 180 230 130,000 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 <0.3 0.7 0.5 <0.3 <0.3 1.1C6-C10 less BTEX (F1) mg/kg 20 260 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20
Asbestos Asbestos %v/v 0.01 - - - - - - - - - - - - - - - - - - - - - - - - - - NDMetals
OCP
PAH
Arsenic mg/kg 2 160 100 300 3000 - - - - - - - - - - - - - - - - - - - - - - - - - - 5.5Cadmium mg/kg 0.4 90 900 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.4Chromium mg/kg 5 675 415 - - - - - - - - - - - - - - - - - - - - - - - - - - 15Copper mg/kg 5 310 220 17000 240000 - - - - - - - - - - - - - - - - - - - - - - - - - - 18Lead mg/kg 5 1800 1100 600 1500 9.2 26 17 20 12 12 31 29 22 28 25 19 30 22 30 24 31 24 17 22 25 24 24 22 18 17 20Mercury mg/kg 0.1 80 730 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.1Nickel mg/kg 5 605 355 1200 6000 - - - - - - - - - - - - - - - - - - - - - - - - - - 7.8Zinc mg/kg 5 745 525 30000 400000 - - - - - - - - - - - - - - - - - - - - - - - - - - 764,4-DDE mg/kg 0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05a-BHC mg/kg 0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05Aldrin mg/kg 0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05Aldrin + Dieldrin mg/kg 0.05 10 45 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05b-BHC mg/kg 0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05Chlordane mg/kg 0.1 70 530 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.1d-BHC mg/kg 0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05DDD mg/kg 0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05DDT mg/kg 0.05 640 180 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05DDT+DDE+DDD mg/kg 0.05 400 3600 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05Dieldrin mg/kg 0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05Endosulfan I mg/kg 0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05Endosulfan II mg/kg 0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05Endosulfan sulphate mg/kg 0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05Endrin mg/kg 0.05 20 100 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05Endrin aldehyde mg/kg 0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05Endrin ketone mg/kg 0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05g-BHC (Lindane) mg/kg 0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05Heptachlor mg/kg 0.05 10 50 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05Heptachlor epoxide mg/kg 0.05 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05Hexachlorobenzene mg/kg 0.05 10 80 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05Methoxychlor mg/kg 0.05 400 2500 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.05Toxaphene mg/kg 1 30 160 - - - - - - - - - - - - - - - - - - - - - - - - - - <1Acenaphthene mg/kg 0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5Acenaphthylene mg/kg 0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5Anthracene mg/kg 0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5Benzo(a)anthracene mg/kg 0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5Benzo(a)pyrene mg/kg 0.5 20 20 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5Benzo(g,h,i)perylene mg/kg 0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.7 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5Benzo(k)fluoranthene mg/kg 0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.6 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5Chrysene mg/kg 0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.7 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5Benzo[b+j]fluoranthene mg/kg 0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5Dibenz(a,h)anthracene mg/kg 0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5Fluoranthene mg/kg 0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1 <0.5 1.7 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1.3 <0.5Fluorene mg/kg 0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5Indeno(1,2,3-c,d)pyrene mg/kg 0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5Naphthalene mg/kg 0.5 370 170 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5Phenanthrene mg/kg 0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 0.5 <0.5 1.1 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1.2 <0.5Pyrene mg/kg 0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1 <0.5 1.6 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 1.2 <0.5Total PAHs mg/kg 0.5 300 4000 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 2.5 <0.5 7 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 3.7 <0.5
Polychlorinated BiphenylsArochlor 1221 mg/kg 0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.1
TPH
VHC
Aroclor 1016 mg/kg 0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.1Aroclor 1232 mg/kg 0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.1Aroclor 1242 mg/kg 0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.1Aroclor 1248 mg/kg 0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.1Aroclor 1254 mg/kg 0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.1Aroclor 1260 mg/kg 0.1 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.1PCBs (Sum of total) mg/kg 0.1 1 7 - - - - - - - - - - - - - - - - - - - - - - - - - - <0.1F2-NAPHTHALENE mg/kg 50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 60 61 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50C6 - C9 mg/kg 20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20C10 - C14 mg/kg 20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 21 28 <20 <20 <20 <20 <20 23 35 27 26 21 <20 <20 <20C15 - C28 mg/kg 50 <50 <50 <50 <50 <50 <50 <50 82 65 <50 67 150 200 180 130 63 97 73 <50 200 560 410 250 150 51 94 53C29 - C36 mg/kg 50 <50 <50 <50 <50 <50 <50 <50 140 53 87 120 160 130 110 190 91 170 150 74 250 740 540 380 240 <50 70 110C10 - C36 (Sum of total) mg/kg 50 <50 <50 <50 <50 <50 <50 <50 222 118 87 187 310 351 318 320 154 267 223 74 473 1335 977 656 411 51 164 163C10-C16 mg/kg 50 120 170 62,000 1000 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 60 61 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50 <50C16-C34 mg/kg 100 300 1700 85,000 3500 <100 <100 <100 <100 <100 <100 <100 110 <100 <100 <100 180 220 200 180 <100 130 100 <100 250 710 520 330 200 <100 110 120C34-C40 mg/kg 100 2800 3300 120,000 10000 <100 <100 <100 <100 <100 <100 <100 <100 <100 <100 <100 <100 <100 <100 <100 <100 120 <100 <100 130 300 250 200 150 <100 <100 <100C6 - C10 mg/kg 20 180 215 82,000 700 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <20 <201,1,1,2-tetrachloroethane mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -1,1,1-trichloroethane mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -1,1,2,2-tetrachloroethane mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -1,1,2-trichloroethane mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -1,1-dichloroethane mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -1,1-dichloroethene mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -1,2,3-trichloropropane mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -1,2-dibromoethane mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -1,2-dichlorobenzene mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -1,2-dichloroethane mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -1,2-dichloropropane mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -1,3-dichlorobenzene mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -1,3-dichloropropane mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -1,4-dichlorobenzene mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -Bromodichloromethane mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -Bromoform mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -Bromomethane mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -Carbon tetrachloride mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -Chlorobenzene mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -Chlorodibromomethane mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -Chloroform mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -Chloromethane mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -cis-1,2-dichloroethene mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -cis-1,3-dichloropropene mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -Dibromomethane mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -Dichloromethane mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -Iodomethane mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -Trichloroethene mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -Tetrachloroethene mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -trans-1,2-dichloroethene mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -trans-1,3-dichloropropene mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -Trichlorofluoromethane mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -Vinyl chloride mg/kg 0.5 - - - - - - - <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5 - - - - - - - - - - -
[Filter] Soil Results.xlsm , 22-06-18
NEPM 2013Commercial and Residential and Open ESLs Urban
NEPM 2013 Urban NEPM 2013 NEPM 2013 ESLsCommercial and
NEPM 2013Commercial/
Soil HSL for Vapour
CRCCARE2011 HSL CRCCARE2011 HSL
Worker (Shallow Maintenance
Table 1: Analytical Soil Results ARUP/ Mulgoa Road Contamination Assessment
industrial EIL(Aged)
Public Spaces EIL(Aged)
residential andpublic openspace, CoarseSoil
industrial, Coarse Industrial D Soil
Intrusion, 0 to<1m, Sand
NEPM 2013 HILsRecreational C Soil
NEPM 2013 HILsCommercial/industrial D Soil
for Vapour Intrusion: for Direct Contact: Intrsive Maintenance Intrusive
Trench) (0m to <2m, Workerclay)
Field_ID BH16-0.2-0.3 BH17-0.0-0.1 BH17-0.3-0.4 BH18-0.0-0.1 BH18-0.4-0.5 BH19-0.0-0.1 BH19-0.3-0.4Sampled_Date-Time 16-May-18 16-May-18 16-May-18 16-May-18 16-May-18 16-May-18 16-May-18Lab_Report_Number 599119 599119 599119 599119 599119 599119 599119
Matrix_Type SOIL SOIL SOIL SOIL SOIL SOIL SOILNEPM 2013 Mgmt LimitsCommercial andindustrial, Coarse Soil
BTEX
VHC
Benzene mg/kg 0.1 50 75 3 350 1100Ethylbenzene mg/kg 0.1 70 165 85,000Toluene mg/kg 0.1 85 135 120,000Xylene (m & p) mg/kg 0.2Xylene (o) mg/kg 0.1Xylene Total mg/kg 0.3 105 180 230 130,000C6-C10 less BTEX (F1) mg/kg 20 260Asbestos %v/v 0.01Arsenic mg/kg 2 160 100 300 3000Cadmium mg/kg 0.4 90 900Chromium mg/kg 5 675 415Copper mg/kg 5 310 220 17000 240000Lead mg/kg 5 1800 1100 600 1500Mercury mg/kg 0.1 80 730Nickel mg/kg 5 605 355 1200 6000Zinc mg/kg 5 745 525 30000 4000004,4-DDE mg/kg 0.05a-BHC mg/kg 0.05Aldrin mg/kg 0.05Aldrin + Dieldrin mg/kg 0.05 10 45b-BHC mg/kg 0.05Chlordane mg/kg 0.1 70 530d-BHC mg/kg 0.05DDD mg/kg 0.05DDT mg/kg 0.05 640 180DDT+DDE+DDD mg/kg 0.05 400 3600Dieldrin mg/kg 0.05Endosulfan I mg/kg 0.05Endosulfan II mg/kg 0.05Endosulfan sulphate mg/kg 0.05Endrin mg/kg 0.05 20 100Endrin aldehyde mg/kg 0.05Endrin ketone mg/kg 0.05g-BHC (Lindane) mg/kg 0.05Heptachlor mg/kg 0.05 10 50Heptachlor epoxide mg/kg 0.05Hexachlorobenzene mg/kg 0.05 10 80Methoxychlor mg/kg 0.05 400 2500Toxaphene mg/kg 1 30 160Acenaphthene mg/kg 0.5Acenaphthylene mg/kg 0.5Anthracene mg/kg 0.5Benzo(a)anthracene mg/kg 0.5Benzo(a)pyrene mg/kg 0.5 20 20Benzo(g,h,i)perylene mg/kg 0.5Benzo(k)fluoranthene mg/kg 0.5Chrysene mg/kg 0.5Benzo[b+j]fluoranthene mg/kg 0.5Dibenz(a,h)anthracene mg/kg 0.5Fluoranthene mg/kg 0.5Fluorene mg/kg 0.5Indeno(1,2,3-c,d)pyrene mg/kg 0.5Naphthalene mg/kg 0.5 370 170Phenanthrene mg/kg 0.5Pyrene mg/kg 0.5Total PAHs mg/kg 0.5 300 4000
sArochlor 1221 mg/kg 0.1Aroclor 1016 mg/kg 0.1Aroclor 1232 mg/kg 0.1Aroclor 1242 mg/kg 0.1Aroclor 1248 mg/kg 0.1Aroclor 1254 mg/kg 0.1Aroclor 1260 mg/kg 0.1PCBs (Sum of total) mg/kg 0.1 1 7F2-NAPHTHALENE mg/kg 50C6 - C9 mg/kg 20C10 - C14 mg/kg 20C15 - C28 mg/kg 50C29 - C36 mg/kg 50C10 - C36 (Sum of total) mg/kg 50C10-C16 mg/kg 50 120 170 62,000 1000C16-C34 mg/kg 100 300 1700 85,000 3500C34-C40 mg/kg 100 2800 3300 120,000 10000C6 - C10 mg/kg 20 180 215 82,000 7001,1,1,2-tetrachloroethane mg/kg 0.51,1,1-trichloroethane mg/kg 0.51,1,2,2-tetrachloroethane mg/kg 0.51,1,2-trichloroethane mg/kg 0.51,1-dichloroethane mg/kg 0.51,1-dichloroethene mg/kg 0.51,2,3-trichloropropane mg/kg 0.51,2-dibromoethane mg/kg 0.51,2-dichlorobenzene mg/kg 0.51,2-dichloroethane mg/kg 0.51,2-dichloropropane mg/kg 0.51,3-dichlorobenzene mg/kg 0.51,3-dichloropropane mg/kg 0.51,4-dichlorobenzene mg/kg 0.5Bromodichloromethane mg/kg 0.5Bromoform mg/kg 0.5Bromomethane mg/kg 0.5Carbon tetrachloride mg/kg 0.5Chlorobenzene mg/kg 0.5Chlorodibromomethane mg/kg 0.5Chloroform mg/kg 0.5Chloromethane mg/kg 0.5cis-1,2-dichloroethene mg/kg 0.5cis-1,3-dichloropropene mg/kg 0.5Dibromomethane mg/kg 0.5Dichloromethane mg/kg 0.5Iodomethane mg/kg 0.5Trichloroethene mg/kg 0.5Tetrachloroethene mg/kg 0.5trans-1,2-dichloroethene mg/kg 0.5trans-1,3-dichloropropene mg/kg 0.5Trichlorofluoromethane mg/kg 0.5Vinyl chloride mg/kg 0.5
<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1<0.1 <0.1 <0.1 <0.1 <0.1 0.2 <0.1<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1<0.2 0.6 <0.2 <0.2 <0.2 0.8 <0.2<0.1 0.3 <0.1 0.1 <0.1 0.3 <0.1<0.3 0.9 <0.3 <0.3 <0.3 1.1 <0.3<20 <20 <20 <20 <20 <20 <20ND ND ND ND ND ND ND6.4 6.9 7.8 9.4 9.8 4.5 8.3
<0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.419 12 17 17 15 9.9 1312 18 18 23 36 30 2316 25 29 22 33 12 16
<0.1 <0.1 <0.1 <0.1 <0.1 0.1 <0.113 6 7.2 8.1 12 6.1 9.134 64 63 52 97 51 41
<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1
<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05<0.05 <0.05 <0.05 <0.05 <0.05 <0.05 <0.05
<1 <1 <1 <1 <1 <1 <1<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5<0.5 <0.5 <0.5 <0.5 <0.5 <0.5 <0.5<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1<0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1<50 <50 <50 <50 <50 <50 <50<20 <20 <20 <20 <20 <20 <20<20 <20 <20 <20 <20 <20 <20<50 92 <50 71 81 52 <50<50 93 <50 78 94 53 <50<50 185 <50 149 175 105 <50<50 <50 <50 <50 <50 <50 <50
<100 130 <100 110 130 <100 <100<100 <100 <100 <100 <100 <100 <100<20 <20 <20 <20 <20 <20 <20
- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -- - - - - - -
[Filter] Soil Results.xlsm , 22-06-18
NEPM 2013Commercial and Residential and Open ESLs Urban
NEPM 2013 Urban NEPM 2013 NEPM 2013 ESLsCommercial and
NEPM 2013Commercial/
Soil HSL for Vapour
CRCCARE2011 HSL CRCCARE2011 HSL
Worker (Shallow Maintenance
AsbestosMetals
OCP
PAH
Polychlorinated Biphenyl
TPH
Table 2: Analytical Soil Vapour Results ARUP/ Mulgoa Road Contamination Assessment
Field_ID SV1/BH1 SV2/BH12Sampled_Date-Time 15-May-18 16-May-18
Lab_Report_Number EN1803170001 EN1803170002Matrix_Type Vapour Vapour
CRCCARE 2011 HSL:Intrsive MaintenanceWorker (ShallowTrench) (0m to <2m,sand)
EP101: VOCs by USEPA Method TO15 (Calculated Concentration)
BenzeneEthylbenzeneTolueneXylene (m & p)Xylene (o)Xylene TotalC6-C10 less BTEX (F1)
mg/m3 0.1mg/m3 0.19mg/m3 0.22mg/m3 0.43mg/m3 0.22mg/m3 0.1mg/m3 0.66
760NLNL--
NL180000*
<0.100 <0.100<0.190 <0.190<0.220 <0.220<0.430 <0.430<0.220 <0.220<0.100 <0.100<0.660 <0.660
EP103-S: CRCCARE PVI Aliphatic Hydrocarbon FractionsEP103-S: CRCCARE PVI Aromatic Hydrocarbon Fractions
EP103-S: TPH CWG Aliphatic Hydrocarbon Fractions
Aliphatic C6-C10 mg/m3 20 <20.0 <20.0Aliphatic > C10-C16 mg/m3 37 <37.0 <37.0Aromatics C6-C10 mg/m3 3 <3.00 <3.00Aromatics C6-C10 minus BTEX (F1 Aromatic) mg/m3 1.4 <1.40 <1.40Aromatic > C10-C16 mg/m3 1.4 <1.40 <1.40Aromatics >C10-C16 minus Naphthalene (F2 Aromatic) mg/m3 1.4 <1.40 <1.40Aliphatic >C5-C6 mg/m3 16.5 <16.5 <16.5Aliphatic >C6-C8 mg/m3 20 <20.0 <20.0Aliphatic >C8-C10 mg/m3 25 <25.0 <25.0Aliphatic >C10-C12 mg/m3 30 <30.0 <30.0
EP103-S: TPH CWG Aromatic Hydrocarbon FraAromatic >C5-C7 mg/m3 0.16 <0.160 <0.160Aromatic >C7-C8 mg/m3 0.19 <0.190 <0.190Aromatic >C8-C10 mg/m3 1.25 <1.25 <1.25Aromatic >C10-C12 mg/m3 2.5 <2.50 <2.50
Notes: * Criteria is for C6-C10
[Filter] Soil Vapour Results.xlsm , 22-06-18
ctions
Table 3: RPD Exceedences Mulgoa Road Contamination Assessment
Field Duplicates (SOIL) Filter: ALL
Method_TyCpheemNameUnits EQLPAH Benzo(a)pymregn/ek gTE0Q.5 ( LOR) 1.2 1.2 0 1.2 1.2 0 1.2 1.2 0 1.2 1.2 0 1.2 1.2 0 1.2 1.2 0
Organic C6-C10 lessm Bg/TkEgX 2(F0 1()Primary): 10 (Interlab) <20.0 <20.0 0 <20.0 <20.0 0 <20.0 <20.0 0 <20.0 <20.0 0 <20.0 <10.0 0 <20.0 <10.0 0
Volatile Benzene mg/kg 0.1 (Primary): 0.2 (Interlab) <0.1 <0.1 0 <0.1 <0.1 0 <0.1 <0.1 0 <0.1 <0.1 0 <0.1 <0.2 0 <0.1 <0.2 0Ethylbenzenmeg/kg 0.1 (Primary): 0.5 (Interlab) <0.1 <0.1 0 <0.1 <0.1 0 <0.1 <0.1 0 <0.1 <0.1 0 <0.1 <0.5 0 <0.1 <0.5 0Toluene mg/kg 0.1 (Primary): 0.5 (Interlab) <0.1 <0.1 0 <0.1 <0.1 0 <0.1 <0.1 0 <0.1 <0.1 0 <0.1 <0.5 0 <0.1 <0.5 0Xylene (m &m pg)/kg 0.2 (Primary): 0.5 (Interlab) <0.2 <0.2 0 <0.2 <0.2 0 0.3 <0.2 40 0.5 <0.2 86 <0.2 <0.5 0 <0.2 <0.5 0Xylene (o) mg/kg 0.1 (Primary): 0.5 (Interlab) <0.1 <0.1 0 <0.1 <0.1 0 0.2 <0.1 67 0.5 <0.1 133 <0.1 <0.5 0 <0.1 <0.5 0Xylene Totaml g/kg 0.3 (Primary): 0.5 (Interlab) <0.3 <0.3 0 <0.3 <0.3 0 0.5 <0.3 50 1.1 <0.3 114 <0.3 <0.5 0 <0.3 <0.5 0
Inorganic Moisture Co%ntent (d1r ied @ 103°C) 12.0 7.5 46 24.0 23.0 4 11.0 21.0 63 7.0 15.0 73 12.0 24.0
Heavy MetaLlead mg/kg 5 17.0 14.0 19 17.0 17.0 0 22.0 26.0 17 17.0 10.0 52 17.0 23.0 30Heavy Metal
OCP 4,4-DDE mg/kg 0.05 <0.05 <0.05 0a-BHC mg/kg 0.05 <0.05 <0.05 0Aldrin mg/kg 0.05 <0.05 <0.05 0Aldrin + Diemldgri/nkg 0.05 <0.05 <0.05 0b-BHC mg/kg 0.05 <0.05 <0.05 0Chlordane mg/kg 0.1 <0.1 <0.1 0d-BHC mg/kg 0.05 <0.05 <0.05 0DDD mg/kg 0.05 <0.05 <0.05 0DDT mg/kg 0.05 <0.05 <0.05 0DDT+DDE+mDgD/kDg 0.05 <0.05 <0.05 0Dieldrin mg/kg 0.05 <0.05 <0.05 0Endosulfan mI g/kg 0.05 <0.05 <0.05 0Endosulfan mIIg/kg 0.05 <0.05 <0.05 0Endosulfan msugl/pkhgate0.05 <0.05 <0.05 0Endrin mg/kg 0.05 <0.05 <0.05 0Endrin aldehmygd/ekg 0.05 <0.05 <0.05 0Endrin ketomneg/kg 0.05 <0.05 <0.05 0g-BHC (Lindmagn/ek)g 0.05 <0.05 <0.05 0Heptachlor mg/kg 0.05 <0.05 <0.05 0Heptachlor mepgo/kxgide0.05 <0.05 <0.05 0Hexachlorobmegn/zkegne0.05 <0.05 <0.05 0Methoxychlomrg/kg 0.05 <0.05 <0.05 0Toxaphenemg/kg 1 <1.0 <1.0 0
Organic Naphthalenme g/kg 0.5 (Primary): 1 (Interlab) <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0
PAH Acenaphthemneg/kg 0.5 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0Acenaphthymlegn/ekg 0.5 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0Anthracenemg/kg 0.5 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0Benzo(a)anmthgra/kcgene0.5 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0Benzo(a)pymregn/ekg 0.5 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0Benzo(g,h,i)mpge/rkyglen0e.5 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0Benzo(k)flumorga/nktghen0e.5 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0Chrysene mg/kg 0.5 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0Benzo[b+j]flmuogr/akgnth0e.n5e <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0Dibenz(a,h)mangt/hkrgace0n.5e <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0Fluoranthenmeg/kg 0.5 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0Fluorene mg/kg 0.5 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0Indeno(1,2,3m-gc/,kdg)py0re.5n e <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0Naphthalenme g/kg 0.5 (Primary): 1 (Interlab) <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0Phenanthremneg/kg 0.5 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0Pyrene mg/kg 0.5 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0Total PAHsmg/kg 0.5 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0 <0.5 <0.5 0
PCB Arochlor 12m21g/kg 0.1 <0.1 <0.1 0Aroclor 101m6 g/kg 0.1 <0.1 <0.1 0Aroclor 123m2 g/kg 0.1 <0.1 <0.1 0Aroclor 124m2 g/kg 0.1 <0.1 <0.1 0Aroclor 124m8 g/kg 0.1 <0.1 <0.1 0Aroclor 125m4 g/kg 0.1 <0.1 <0.1 0Aroclor 126m0 g/kg 0.1 <0.1 <0.1 0PCBs (Summ ogf /tkogtal)0.1 <0.1 <0.1 0
Organic F2-NAPHTHmAgL/kEgNE50 <50.0 <50.0 0 <50.0 <50.0 0 <50.0 81.0 47 <50.0 <50.0 0 <50.0 <50.0 0 <50.0 60.0 18C6 - C9 mg/kg 20 (Primary): 10 (Interlab) <20.0 <20.0 0 <20.0 <20.0 0 <20.0 <20.0 0 <20.0 <20.0 0 <20.0 <10.0 0 <20.0 <10.0 0C10-C16 mg/kg 50 <50.0 <50.0 0 <50.0 <50.0 0 <50.0 81.0 47 <50.0 <50.0 0 <50.0 <50.0 0 <50.0 60.0 18C16-C34 mg/kg 100 <100.0 <100.0 0 <100.0 130.0 26 200.0 270.0 30 120.0 110.0 9 <100.0 <100.0 0 <100.0 190.0 62C34-C40 mg/kg 100 <100.0 <100.0 0 <100.0 <100.0 0 150.0 110.0 31 <100.0 <100.0 0 <100.0 <100.0 0 <100.0 <100.0 0C6 - C10 mg/kg 20 (Primary): 10 (Interlab) <20.0 <20.0 0 <20.0 <20.0 0 <20.0 <20.0 0 <20.0 <20.0 0 <20.0 <10.0 0 <20.0 <10.0 0
TPH C10 - C14 mg/kg 20 (Primary): 50 (Interlab) <20.0 <20.0 0 <20.0 <20.0 0 21.0 34.0 47 <20.0 <20.0 0 <20.0 <50.0 0 <20.0 <50.0 0C15 - C28 mg/kg 50 (Primary): 100 (Interlab) <50.0 <50.0 0 <50.0 130.0 89 150.0 230.0 42 53.0 73.0 32 <50.0 <100.0 0 <50.0 170.0 109C29 - C36 mg/kg 50 (Primary): 100 (Interlab) <50.0 71.0 35 74.0 82.0 10 240.0 170.0 34 110.0 76.0 37 <50.0 <100.0 0 74.0 100.0 30C10 - C36 (mSugm/k gof 5to0t al) <50.0 71.0 35 74.0 212.0 97 411.0 434.0 5 163.0 149.0 9 <50.0 <50.0 0 74.0 270.0 114
*RPDs have only been considered where a concentration is greater than 0 times the EQL.**High RPDs are in bold (Acceptable RPDs for each EQL multiplier range are: 999 (0-10 x EQL); 50 (10-20 x EQL); 50 ( > 20 x EQL) )***Interlab Duplicates are matched on a per compound basis as methods vary between laboratories. Any methods in the row header relate to those used in the primary laboratory
Filter: ALL
BH11-0.0-0.1 DUP02 RPD BH14-0.0-0.1 DUP3 RPD BH16-0.0-0.1 DUP4 RPDLab Report NumberField IDSampled Date/Time
599119 599119 599119 599119 599119 599119 599119 599119 599119 ES1814622BH2-0.0-0.1 DUP01A RPD
15-05-18 15-05-18
599119 ES1814622BH11-0.0-0.1 DUP02A RPD
16-05-18 16-05-18BH2-0.0-0.1 DUP01 RPD
15-05-18 15-05-18 16-05-18 16-05-18 16-05-18 16-05-18 16-05-18 16-05-18
Table 4: Rinsate Results ARUP / Mulgoa Road Contamination Asserssment
Field Blanks (WATER) Filter: ALL
Method_Type ChemName Units EQLHeavy Metal Arsenic mg/l 0.001 <0.001 <0.001 <0.001
Cadmium mg/l 0.0002 <0.0002 <0.0002 <0.0002Chromium mg/l 0.001 <0.001 <0.001 <0.001Copper mg/l 0.001 0.002 <0.001 <0.001Lead mg/l 0.001 <0.001 <0.001 <0.001Mercury mg/l 0.0001 <0.0001 <0.0001 <0.0001Nickel mg/l 0.001 <0.001 <0.001 <0.001Zinc mg/l 0.005 <0.005 <0.005 <0.005
Organic Naphthalene µg/l 10 <10 <10 <10F2-NAPHTHALENE mg/l 0.05 <0.05 <0.05 <0.05C6 - C9 µg/l 20 <20 <20 <20C6-C10 less BTEX (F1) mg/l 0.02 <0.02 <0.02 <0.02C10-C16 mg/l 0.05 <0.05 <0.05 <0.05C16-C34 mg/l 0.1 <0.1 <0.1 <0.1C34-C40 mg/l 0.1 <0.1 <0.1 <0.1C6 - C10 mg/l 0.02 <0.02 <0.02 <0.02
PAH Acenaphthene µg/l 1 <1 <1 <1Acenaphthylene µg/l 1 <1 <1 <1Anthracene µg/l 1 <1 <1 <1Benzo(a)anthracene µg/l 1 <1 <1 <1Benzo(a)pyrene µg/l 1 <1 <1 <1Benzo(g,h,i)perylene µg/l 1 <1 <1 <1Benzo(k)fluoranthene µg/l 1 <1 <1 <1Chrysene µg/l 1 <1 <1 <1Benzo[b+j]fluoranthene mg/l 0.001 <0.001 <0.001 <0.001Dibenz(a,h)anthracene µg/l 1 <1 <1 <1Fluoranthene µg/l 1 <1 <1 <1Fluorene µg/l 1 <1 <1 <1Indeno(1,2,3-c,d)pyrene µg/l 1 <1 <1 <1Naphthalene µg/l 1 <1 <1 <1Phenanthrene µg/l 1 <1 <1 <1Pyrene µg/l 1 <1 <1 <1Total PAHs µg/l 1 <1 <1 <1
TPH C10 - C14 µg/l 50 <50 <50 <50C15 - C28 µg/l 100 <100 <100 <100C29 - C36 µg/l 100 <100 <100 <100C10 - C36 (Sum of total) µg/l 100 <100 <100 <100
VOC Ethylbenzene µg/l 1Toluene µg/l 1Xylene (m & p) µg/l 2Xylene (o) µg/l 1Xylene Total µg/l 3
Volatile Benzene µg/l 1 <1 <1 <1Ethylbenzene µg/l 1 <1 <1 <1Toluene µg/l 1 <1 <1 <1Xylene (m & p) µg/l 2 <2 <2 <2Xylene (o) µg/l 1 <1 <1 <1Xylene Total µg/l 3 <3 <3 <3
Filter: ALL
Lab Report NumberField IDSampled_Date/Time Sample Type
599119 599119 599119RINSATE 1 RINSATE 2 RINSATE 3
15-05-18 16-05-18 17-05-18Rinsate Rinsate Rinsate
Table 5: Trip Blank/ Trip Spike Results ARUP / Mulgoa Road Contamination Asserssment
Field Blanks (SOIL) Filter: ALL
Method_Type ChemName Units EQLF1-BTEX C6-C10 less BTEX (F1) mg/kg 20 <20 100%
Naphthalene mg/kg 0.5 <0.5 95%C6 - C9 mg/kg 20 <20 100%C6 - C10 mg/kg 20 <20 100%
Volatile Benzene mg/kg 0.1 <0.1 100%Ethylbenzene mg/kg 0.1 <0.1 100%Toluene mg/kg 0.1 <0.1 98%Xylene (m & p) mg/kg 0.2 <0.2 100%Xylene (o) mg/kg 0.1 <0.1 100%Xylene Total mg/kg 0.3 <0.3 100%
Filter: ALL
Lab Report NumberField IDSampled_Date/Time Sample Type
599119TB1
15-05-18Trip_B
599119TS1
15-05-18Trip_S
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Appendix C – Data Quality Objectives
DATA QUALITY OBJECTIVES
Step 1 – State the Problem
Roads and Maritime Services propose to acquire small portions of land to assist in the widening of Mulgoa Road. A previous desktop study undertaken at the site identified four sites as high-risk with historical or current land uses comprising petroleum use and/or potential for contaminated fill placement.
It is understood that this contamination assessment is for due diligence purposes related to the purchase of land.
Step 2 - Identify the Decisions
The decisions to be made based on the results of the investigation were as follows:
• What are the CoPC associated with potential soil and vapour contamination?
• Are CoPC present within soil or vapour, and if so, do they present an unacceptable risk to human health orthe environment for the proposed redevelopment as public open space land use?
• If soil contamination is present, does the site require remediation works and/or a management plan prior toacquisition or redevelopment to render the site suitable for use?
Step 3 - Identify Inputs in the Decision
The inputs required to make the above decisions were as follows:
• Site setting and available background information;
• Selection of appropriate Tier 1 soil and soil vapour assessment criteria and waste classification assessmentcriteria;
• Visual observations; and
• Field and laboratory analytical results.
Step 4 - Define Boundaries of the Study
The boundaries of the investigation were identified as follows:
• Spatial boundaries: the spatial boundary of the site was defined as the proposed portion of land to beacquired and vertically as the depth of hand augers (up to 1m).
• Temporal boundaries: The current status of the sampling points at the time of the investigation.
Step 5 - Develop a Decision Rule
The purpose of this step was to define the parameter of interest, specify the action level and combine the outputs of the previous DQO steps into an ‘if/then’ decision rule that defines the conditions that would cause the decision maker to choose alternative actions.
If the levels of chemicals of potential concern were below the adopted soil assessment criteria, the risk to human health and the environment at that location could be considered to be low.
If concentrations of contaminants exceed the adopted assessment criteria, consideration for statistical analysis of the dataset (if size of dataset allows) should be undertaken to support the need or otherwise for further assessment, remediation or site management. These decision rules include the 95% upper confidence limit (UCL) of the mean contaminant concentration being less than the adopted site assessment criteria, the standard deviation being less than 50% and no individual concentration being in excess of 250% of the site assessment criteria (for similar soil types).
Statistical appraisal does not apply to asbestos. If asbestos-containing material (ACM) is suspected in the >7mm fraction during field screening, the suspected ACM should be collected and analysed as per AS 4964—2004. Australian Standard. Method for the qualitative identification of asbestos in bulk samples, to confirm
presence/absence of asbestos. The type, nature, presence and percentage of asbestos may trigger the requirement for further investigation, management or remediation.
The spatial extent of data should be considered to assess whether additional data gaps require investigation.
If the quality control (QC) results meet the data quality indicators (DQI), then the analytical data is considered suitable and reliable for the purpose of this contamination investigation.
Step 6 - Specify the performance or acceptance criteria
There are two types of decision errors:
• Sampling errors, which occur when the samples collected are not representative of the conditions within theinvestigation area; and
• Measurement errors, which occur during sample collection, handling, preparation, analysis and datareduction.
The null hypothesis, which is an assumption assumed to be true in the absence of contrary evidence, for this study is ‘The site is contaminated and thus not suitable for use’.
These errors may lead to the following decision errors:
• Type I error - Rejecting the hypothesis as false when it is really true: Deciding that contamination is notpresent when the reverse is true; and
• Type II error - Accepting the hypothesis as true when it is really false: Deciding that contamination is presentwhen the reverse is true.
An assessment will be made as to the likelihood of a decision error being made based on the results of a QA/QC assessment and the closeness of the data to assessment criteria. Additionally, statistical methods such as 95% Upper Confidence Limit (UCL) calculations may be utilised, where applicable.
The acceptable limits on decision errors applied during this investigation and the manner of addressing possible decision errors were developed based on the data quality indicators (DQIs) of:
• Accuracy: a quantitative measure of the closeness of reported data to the true value;
• Comparability: a qualitative parameter expressing the confidence with which one (1) data set can becompared with another;
• Completeness: a measure of the amount of useable data (expressed as %) from a data collection activity;
• Representativeness: the confidence (expressed qualitatively) that data are representative of each mediapresent on the site; and
• Precision: a quantitative measure of the variability (or reproducibility) of data.
Step 7 - Optimise the Design
The purpose of this step was to identify a resource-effective data collection design for generating data that satisfies the DQOs.
This assessment was designed considering the information provided during the request for proposal.
A proposal was prepared for the Stage 2 ESA which outlined a proposed field program. The field program was reviewed at critical times during the project and amended where necessary based on site conditions, unexpected finds, professional judgement and liaison with ARUP.
To ensure the design satisfied the DQOs, DQIs (for accuracy, comparability, completeness, precision and reproducibility) were established to set acceptance limits on field methodologies and laboratory data collected.
DATA QUALITY INDICATORS
A summary of the field and laboratory DQIs for this assessment are provided in the table below.
Summary of DQIs
Field Considerations Laboratory Considerations Comments
Accuracy (bias)
Were the SOPs appropriate and complied with?
Was sampling equipment calibrated?
Analysis of: Bias introduced:
Trip blanks; By chemicals during handling or transport;
Rinsate blanks; From contaminated equipment;
Reagent blanks; From contaminated reagent;
Method blanks; During laboratory analysis;
Matrix spikes; During laboratory preparation and analysis (may be high or low);
Surrogate spikes; During laboratory preparation and analysis (may be high or low);
Reference material; Precision of preparation of analytical method;
Laboratory control samples; Precision of preparation of analytical method;
Comparability
Number of sampling rounds
Same methodologies and SOPs used on each occasion.
Experienced sampler and same sampler.
Climatic conditions (temperature, rainfall, wind).
Same types of samples collected (filtered, size fractions).
Sample analytical methods used (including clean-up).
Laboratory practical quantification limits (LORs) (justify /quantify if different).
Same laboratories (justify/quantify if different).
Same units (justify /quantify if different).
Same approach to sampling (WIs, holding times).
Quantify influence from climatic or physical conditions.
Samples collected, preserved, handled in same manner (filtered, same containers).
Completeness
Critical locations sampled.
Critical depths sampled.
SOPs appropriate andcomplied with.
Experienced sampler.
Critical samples analysed in accordance with the tender response.
Analytes sampled in accordance with scope of works.
The required percentage completeness should be specified in the scope of works.
Required data must be obtained from critical samples and CoPC.
Incompleteness is influenced by:
Documentation correct including COCs.
Appropriate methods and LORs.
Sample documentation correct.
Sample holding times complied with.
Field performance problems (access problems, difficulties on site, damage);
Laboratory performance problems (Matrix interference, invalid holding times); and
Matrix problems.
Representativeness
Appropriate media sampled according to the field program.
Media in the field program sampled.
Samples properly and adequately preserved
Samples in proper custody between the field and reaching the laboratory
Samples analysed according to the tender response.
Samples must be collected to reflect characteristics of each medium.
Sample analysis must reflect properties of field samples.
Homogeneity of the samples.
Appropriate collection, handling, storage and preservation.
Detection of laboratory artefacts, e.g. contamination blanks.
Precision
Field program appropriate and complied with.
Analysis of:
Laboratory and inter- laboratory duplicates; and
Measured by the coefficient of variance or standard deviation of the mean or Relative Percentage.
Field duplicates. Field duplicates measure field and laboratory precision Difference (RPD) calculations.
Variation in RPDs can be expected to be higher for organics, low concentrations(<5 x laboratory LOR) or non-homogenoussamples.
Acceptable limits adopted for data quality indicators for this assessment are outlined in the table below.
Acceptable Limits
Item Acceptable Limit
Analysis of blind (intra- laboratory) duplicates and split(inter-laboratory) duplicates.
Rate of 1:20 (10%) primary soil samples for the same analysis of primary samples;
Calculation of relative percentage differences between primary and duplicate samples. RPD results for soil samples:
• 200% (where the average concentration was 0-10 x laboratory PQL);
• 50% (where the average concentration was 10-20 x laboratory PQL);and
• 30% (where the average concentration was > 20 x laboratory PQL).
RPDs are considered where a concentration is greater than 10 times the LOR.
Calculated RPDs are presented in Table 3.
Analysis of rinsate blanks Rate of one (1) sample per batch or day of soil sampling; and
Results less than the laboratory LOR.
Analysis of laboratory prepared trip blanks
Rate of one (1) sample per batch for soil samples where volatiles are analysed; and
Results less than the laboratory LOR.
Analysis of laboratory blanks, surrogates, reference and control samples (soil, groundwater and soil vapour)
Laboratory specific (refer to Laboratory Reports in Appendix I).
Laboratories and methods used
National Association of Testing Authorities accredited for the method. Methods should be in accordance with ASC NEPM 2013.
Sample LORs Results less than the adopted assessment criteria; justify/quantify if different.
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Appendix D – Borehole Logs
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH01-SV11 of 1
SYDEN214564 15 May 201815 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E
0.5
FILL: Silty CLAY: fine to medium grained, low plasticity, brown, grass, mulch, leaves.
CLAY: high plasticity, yellow-brown.
M FILLPID: 1.1ppm
No Stains, odours, or ACM noted
PID: 3.9ppm
PID: 4.1ppm
E
E
1.0
1.5
Borehole BH01-SV1 terminated at 0.80 m
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
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rev
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Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH021 of 1
SYDEN214564 15 May 201815 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E
0.5
FILL: Silty CLAY: low plasticity, brown, mulch, wood, grass.
CLAY: high plasticity, brown.
M FILLPID: 1.7ppm
No Stains, odours, or ACM noted
PID: 1.6ppmE
1.0
1.5
Borehole BH02 terminated at 0.60 m
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
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OF
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EN
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02-0
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dete
ctor
(pp
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(m)
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h (m
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nsi
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Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH031 of 1
SYDEN214564 15 May 201815 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E FILL: Silty CLAY: low plasticity, brown, grass, mulch. FILLPID: 3.7ppm
No Stains, odours, or ACM noted
0.5
1.0
1.5
Borehole BH03 terminated at 0.40 mRefusal
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
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.GLB
rev
:AU
Lo
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HA
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dete
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(pp
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RL
(m)
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h (m
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log
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/ re
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nsi
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Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH041 of 1
SYDEN214564 15 May 201815 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E FILL: Silty CLAY: low plasticity, brown, grass, mulch, wood.
CLAY: yellow-brown.
M FILLPID: 4.1ppm
No Stains, odours, or ACM noted
PID: 6.3ppmE
0.5
1.0
1.5
Borehole BH04 terminated at 0.50 m
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
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OF
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EN
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HA
m
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dete
ctor
(pp
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RL
(m)
dept
h (m
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soil
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on
cons
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/ re
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nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH051 of 1
SYDEN214564 15 May 201815 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E TOPSOIL: CLAY: medium plasticity, brown, dry leaves, and wood on topsoil.
CLAY: medium plasticity, brown.
D TOPSOILPID: 2.7ppm
No Stains, odours, or ACM noted
PID: 1.9ppmE
0.5
1.0
1.5
Borehole BH05 terminated at 0.40 m
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
g C
OF
BO
RE
HO
LE:
EN
VIR
ON
ME
NT
AL
754-
SY
DE
N21
4564
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J <
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>
02-0
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18 1
9:15
HA
m
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d &
su
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wat
er
phot
oion
izat
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dete
ctor
(pp
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RL
(m)
dept
h (m
)
grap
hic
log
soil
grou
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mbo
l
moi
stur
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nditi
on
cons
iste
ncy
/ re
lativ
e de
nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH061 of 1
SYDEN214564 15 May 201815 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E TOPSOIL: CLAY: medium plasticity, mulch. D TOPSOILNo Stains, odours, or ACM notedPID: 3.8ppm
0.5
1.0
1.5
Borehole BH06 terminated at 0.10 mRefusal
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
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.GLB
rev
:AU
Lo
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OF
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oion
izat
ion
dete
ctor
(pp
mv)
RL
(m)
dept
h (m
)
grap
hic
log
soil
grou
p sy
mbo
l
moi
stur
e co
nditi
on
cons
iste
ncy
/ re
lativ
e de
nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH071 of 1
SYDEN214564 15 May 201815 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E TOPSOIL: CLAY: medium plasticity, brown, mulch, one pebble (2cm x 2cm).
CLAY: medium plasticity, brown.
TOPSOILPID: 2.3ppm
No Stains, odours, or ACM noted
PID: 6.3ppmE
0.5
1.0
1.5
Borehole BH07 terminated at 0.40 m
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
g C
OF
BO
RE
HO
LE:
EN
VIR
ON
ME
NT
AL
754-
SY
DE
N21
4564
.GP
J <
<D
raw
ingF
ile>
>
02-0
7-20
18 1
9:15
HA
m
etho
d &
su
ppor
t
wat
er
phot
oion
izat
ion
dete
ctor
(pp
mv)
RL
(m)
dept
h (m
)
grap
hic
log
soil
grou
p sy
mbo
l
moi
stur
e co
nditi
on
cons
iste
ncy
/ re
lativ
e de
nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH081 of 1
SYDEN214564 15 May 201815 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E FILL: CLAY: medium plasticity, brown, mulch.
CLAY: medium plasticity, brown.
D TOPSOILPID: 3.5ppm
No Stains, odours, or ACM noted
PID: 4.1ppmE
0.5
1.0
1.5
Borehole BH08 terminated at 0.40 m
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
g C
OF
BO
RE
HO
LE:
EN
VIR
ON
ME
NT
AL
754-
SY
DE
N21
4564
.GP
J <
<D
raw
ingF
ile>
>
02-0
7-20
18 1
9:15
HA
m
etho
d &
su
ppor
t
wat
er
phot
oion
izat
ion
dete
ctor
(pp
mv)
RL
(m)
dept
h (m
)
grap
hic
log
soil
grou
p sy
mbo
l
moi
stur
e co
nditi
on
cons
iste
ncy
/ re
lativ
e de
nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH091 of 1
SYDEN214564 15 May 201815 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E TOPSOIL: CLAY: medium plasticity, brown, grass.
CLAY: medium plasticity, brown.
D TOPSOILPID: 6.9ppm
No Stains, odours, or ACM noted
PID: 7.1ppmE
0.5
1.0
1.5
Borehole BH09 terminated at 0.40 m
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
g C
OF
BO
RE
HO
LE:
EN
VIR
ON
ME
NT
AL
754-
SY
DE
N21
4564
.GP
J <
<D
raw
ingF
ile>
>
02-0
7-20
18 1
9:15
HA
m
etho
d &
su
ppor
t
wat
er
phot
oion
izat
ion
dete
ctor
(pp
mv)
RL
(m)
dept
h (m
)
grap
hic
log
soil
grou
p sy
mbo
l
moi
stur
e co
nditi
on
cons
iste
ncy
/ re
lativ
e de
nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH101 of 1
SYDEN214564 15 May 201815 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E TOPSOIL: CLAY: medium plasticity, brown, grass cover.
CLAY: medium plasticity, brown.
D TOPSOILPID: 1.7ppm
No Stains, odours, or ACM notedPID: 2.3ppm
E
0.5
1.0
1.5
Borehole BH10 terminated at 0.30 m
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
g C
OF
BO
RE
HO
LE:
EN
VIR
ON
ME
NT
AL
754-
SY
DE
N21
4564
.GP
J <
<D
raw
ingF
ile>
>
02-0
7-20
18 1
9:15
HA
m
etho
d &
su
ppor
t
wat
er
phot
oion
izat
ion
dete
ctor
(pp
mv)
RL
(m)
dept
h (m
)
grap
hic
log
soil
grou
p sy
mbo
l
moi
stur
e co
nditi
on
cons
iste
ncy
/ re
lativ
e de
nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH111 of 1
SYDEN214564 16 May 201816 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E TOPSOIL: CLAY: medium plasticity, brown, grass.
CLAY: medium plasticity, brown.
D TOPSOILPID: 1.7ppm
No Stains, odours, or ACM noted
PID: 3.2ppmE
0.5
1.0
1.5
Borehole BH11 terminated at 0.40 mTarget depth
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
g C
OF
BO
RE
HO
LE:
EN
VIR
ON
ME
NT
AL
754-
SY
DE
N21
4564
.GP
J <
<D
raw
ingF
ile>
>
02-0
7-20
18 1
9:15
HA
m
etho
d &
su
ppor
t
wat
er
phot
oion
izat
ion
dete
ctor
(pp
mv)
RL
(m)
dept
h (m
)
grap
hic
log
soil
grou
p sy
mbo
l
moi
stur
e co
nditi
on
cons
iste
ncy
/ re
lativ
e de
nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH12-SV21 of 1
SYDEN214564 16 May 201816 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E TOPSOIL: Silty CLAY: fine grained, brown, grass.
CLAY: brown.
D TOPSOILPID: 3.1ppm
No Stains, odours, or ACM noted
PID: 1.7ppmE
0.5
1.0
1.5
Borehole BH12-SV2 terminated at 0.40 m
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
g C
OF
BO
RE
HO
LE:
EN
VIR
ON
ME
NT
AL
754-
SY
DE
N21
4564
.GP
J <
<D
raw
ingF
ile>
>
02-0
7-20
18 1
9:15
HA
m
etho
d &
su
ppor
t
wat
er
phot
oion
izat
ion
dete
ctor
(pp
mv)
RL
(m)
dept
h (m
)
grap
hic
log
soil
grou
p sy
mbo
l
moi
stur
e co
nditi
on
cons
iste
ncy
/ re
lativ
e de
nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH131 of 1
SYDEN214564 16 May 201816 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E CLAY: medium plasticity, brown. D H PID: 3.1ppm
0.5
1.0
1.5
Borehole BH13 terminated at 0.20 mRefusal
No Stains, odours, or ACM noted
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
g C
OF
BO
RE
HO
LE:
EN
VIR
ON
ME
NT
AL
754-
SY
DE
N21
4564
.GP
J <
<D
raw
ingF
ile>
>
02-0
7-20
18 1
9:15
HA
m
etho
d &
su
ppor
t
wat
er
phot
oion
izat
ion
dete
ctor
(pp
mv)
RL
(m)
dept
h (m
)
grap
hic
log
soil
grou
p sy
mbo
l
moi
stur
e co
nditi
on
cons
iste
ncy
/ re
lativ
e de
nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH141 of 1
SYDEN214564 16 May 201816 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E TOPSOIL: CLAY: medium plasticity, brown, grass.
CLAY: medium plasticity, brown.
D TOPSOILPID: 1.1ppm
No Stains, odours, or ACM noted
PID: 3.7ppmE
0.5
1.0
1.5
Borehole BH14 terminated at 0.40 m
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
g C
OF
BO
RE
HO
LE:
EN
VIR
ON
ME
NT
AL
754-
SY
DE
N21
4564
.GP
J <
<D
raw
ingF
ile>
>
02-0
7-20
18 1
9:15
HA
m
etho
d &
su
ppor
t
wat
er
phot
oion
izat
ion
dete
ctor
(pp
mv)
RL
(m)
dept
h (m
)
grap
hic
log
soil
grou
p sy
mbo
l
moi
stur
e co
nditi
on
cons
iste
ncy
/ re
lativ
e de
nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH151 of 1
SYDEN214564 16 May 201816 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E CLAY: medium plasticity, brown, trace gravels (fine). PID: 2.9ppm
0.5
1.0
1.5
Borehole BH15 terminated at 0.20 mRefusal
No Stains, odours, or ACM noted
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
g C
OF
BO
RE
HO
LE:
EN
VIR
ON
ME
NT
AL
754-
SY
DE
N21
4564
.GP
J <
<D
raw
ingF
ile>
>
02-0
7-20
18 1
9:15
HA
m
etho
d &
su
ppor
t
wat
er
phot
oion
izat
ion
dete
ctor
(pp
mv)
RL
(m)
dept
h (m
)
grap
hic
log
soil
grou
p sy
mbo
l
moi
stur
e co
nditi
on
cons
iste
ncy
/ re
lativ
e de
nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH161 of 1
SYDEN214564 16 May 201816 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E TOPSOIL: CLAY: medium plasticity, brown, grass.
CLAY: medium plasticity, brown.
D TOPSOILPID: 1.6ppm
No Stains, odours, or ACM notedPID: 2.8ppm
E
0.5
1.0
1.5
Borehole BH16 terminated at 0.30 mRefusal
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
g C
OF
BO
RE
HO
LE:
EN
VIR
ON
ME
NT
AL
754-
SY
DE
N21
4564
.GP
J <
<D
raw
ingF
ile>
>
02-0
7-20
18 1
9:15
HA
m
etho
d &
su
ppor
t
wat
er
phot
oion
izat
ion
dete
ctor
(pp
mv)
RL
(m)
dept
h (m
)
grap
hic
log
soil
grou
p sy
mbo
l
moi
stur
e co
nditi
on
cons
iste
ncy
/ re
lativ
e de
nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH171 of 1
SYDEN214564 16 May 201816 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E TOPSOIL: CLAY: medium plasticity, brown.
CLAY: medium plasticity, brown.
D TOPSOILPID: 1.7ppm
No Stains, odours, or ACM noted
PID: 1.6ppmE
0.5
1.0
1.5
Borehole BH17 terminated at 0.40 mRefusal
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
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EN
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ME
NT
AL
754-
SY
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4564
.GP
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ile>
>
02-0
7-20
18 1
9:15
HA
m
etho
d &
su
ppor
t
wat
er
phot
oion
izat
ion
dete
ctor
(pp
mv)
RL
(m)
dept
h (m
)
grap
hic
log
soil
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nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH181 of 1
SYDEN214564 16 May 201816 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E TOPSOIL: CLAY: medium plasticity, brown, grass.
CLAY: medium plasticity, brown.
D TOPSOILPID: 1.7ppm
No Stains, odours, suspected ACM (pipe, 4-5 pieces)
PID: 3.2ppmE
0.5
1.0
1.5
Borehole BH18 terminated at 0.50 m
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
g C
OF
BO
RE
HO
LE:
EN
VIR
ON
ME
NT
AL
754-
SY
DE
N21
4564
.GP
J <
<D
raw
ingF
ile>
>
02-0
7-20
18 1
9:15
HA
m
etho
d &
su
ppor
t
wat
er
phot
oion
izat
ion
dete
ctor
(pp
mv)
RL
(m)
dept
h (m
)
grap
hic
log
soil
grou
p sy
mbo
l
moi
stur
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nditi
on
cons
iste
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/ re
lativ
e de
nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH191 of 1
SYDEN214564 16 May 201816 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E TOPSOIL: Silty CLAY: medium plasticity, brown.
CLAY: medium plasticity, brown.
D TOPSOILPID: 1.7ppm
No Stains, odours, or ACM noted
PID: 2.1ppmE
0.5
1.0
1.5
Borehole BH19 terminated at 0.40 m
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
g C
OF
BO
RE
HO
LE:
EN
VIR
ON
ME
NT
AL
754-
SY
DE
N21
4564
.GP
J <
<D
raw
ingF
ile>
>
02-0
7-20
18 1
9:16
HA
m
etho
d &
su
ppor
t
wat
er
phot
oion
izat
ion
dete
ctor
(pp
mv)
RL
(m)
dept
h (m
)
grap
hic
log
soil
grou
p sy
mbo
l
moi
stur
e co
nditi
on
cons
iste
ncy
/ re
lativ
e de
nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH201 of 1
SYDEN214564 16 May 201816 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E TOPSOIL: Silty CLAY: medium plasticity, brown.
CLAY: medium plasticity, brown.
D TOPSOILPID: 2.1ppm
No Stains, odours, or ACM noted
PID: 2.7ppmE
0.5
1.0
1.5
Borehole BH20 terminated at 0.40 m
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
g C
OF
BO
RE
HO
LE:
EN
VIR
ON
ME
NT
AL
754-
SY
DE
N21
4564
.GP
J <
<D
raw
ingF
ile>
>
02-0
7-20
18 1
9:16
HA
m
etho
d &
su
ppor
t
wat
er
phot
oion
izat
ion
dete
ctor
(pp
mv)
RL
(m)
dept
h (m
)
grap
hic
log
soil
grou
p sy
mbo
l
moi
stur
e co
nditi
on
cons
iste
ncy
/ re
lativ
e de
nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH211 of 1
SYDEN214564 17 May 201817 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E TOPSOIL: CLAY: medium plasticity, brown, trace gravel, roots.
CLAY: medium plasticity, brown, trace gravel (angular).
D TOPSOILPID: 2.7ppm
No Stains, odours, or ACM notedPID: 1.9ppm
E
0.5
1.0
1.5
Borehole BH21 terminated at 0.40 m
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
g C
OF
BO
RE
HO
LE:
EN
VIR
ON
ME
NT
AL
754-
SY
DE
N21
4564
.GP
J <
<D
raw
ingF
ile>
>
02-0
7-20
18 1
9:16
HA
m
etho
d &
su
ppor
t
wat
er
phot
oion
izat
ion
dete
ctor
(pp
mv)
RL
(m)
dept
h (m
)
grap
hic
log
soil
grou
p sy
mbo
l
moi
stur
e co
nditi
on
cons
iste
ncy
/ re
lativ
e de
nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH221 of 1
SYDEN214564 17 May 201817 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E TOPSOIL: Gravelly CLAY: medium plasticity, brown, angular gravels fine to medium grain.
D TOPSOILPID: 0.9ppm
No Stains, odours, or ACM noted
PID: 1.8ppmE
0.5
1.0
1.5
Borehole BH22 terminated at 0.40 mRefusal
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
g C
OF
BO
RE
HO
LE:
EN
VIR
ON
ME
NT
AL
754-
SY
DE
N21
4564
.GP
J <
<D
raw
ingF
ile>
>
02-0
7-20
18 1
9:16
HA
m
etho
d &
su
ppor
t
wat
er
phot
oion
izat
ion
dete
ctor
(pp
mv)
RL
(m)
dept
h (m
)
grap
hic
log
soil
grou
p sy
mbo
l
moi
stur
e co
nditi
on
cons
iste
ncy
/ re
lativ
e de
nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH231 of 1
SYDEN214564 17 May 201817 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E TOPSOIL: Silty CLAY: medium plasticity, brown.
Gravelly CLAY: medium plasticity, brown, angular gravel fine to medium grain.
D TOPSOILPID: 3.2ppm
No Stains, odours, or ACM noted
PID: 6.7ppmE
0.5
1.0
1.5
Borehole BH23 terminated at 0.40 mRefusal
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
g C
OF
BO
RE
HO
LE:
EN
VIR
ON
ME
NT
AL
754-
SY
DE
N21
4564
.GP
J <
<D
raw
ingF
ile>
>
02-0
7-20
18 1
9:16
HA
m
etho
d &
su
ppor
t
wat
er
phot
oion
izat
ion
dete
ctor
(pp
mv)
RL
(m)
dept
h (m
)
grap
hic
log
soil
grou
p sy
mbo
l
moi
stur
e co
nditi
on
cons
iste
ncy
/ re
lativ
e de
nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH241 of 1
SYDEN214564 17 May 201817 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E TOPSOIL: Silty CLAY: medium plasticity, brown. D TOPSOILNo Stains, odours, or ACM notedPID: 7.6ppm
0.5
1.0
1.5
Borehole BH24 terminated at 0.15 mRefusal
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
g C
OF
BO
RE
HO
LE:
EN
VIR
ON
ME
NT
AL
754-
SY
DE
N21
4564
.GP
J <
<D
raw
ingF
ile>
>
02-0
7-20
18 1
9:16
HA
m
etho
d &
su
ppor
t
wat
er
phot
oion
izat
ion
dete
ctor
(pp
mv)
RL
(m)
dept
h (m
)
grap
hic
log
soil
grou
p sy
mbo
l
moi
stur
e co
nditi
on
cons
iste
ncy
/ re
lativ
e de
nsi
ty
Hole ID.
sheet:
project no.
date started:
date completed:
logged by:
location: Mulgoa Road, Penrith, NSW checked by:
BH251 of 1
SYDEN214564 17 May 201817 May 2018JRDM
Environmental Log - Boreholeclient: Arup Pty Ltdprincipal:
project: Mulgoa Road Stage 1 Upgrade
position: Not Specified surface elevation: Not Specified angle from horizontal: 90°
equipment type: drilling fluid: hole diameter :
drilling information material substance
samples &field tests
material description
SOIL NAME: plasticity or particle characteristic,colour, secondary and minor components
structure and additional observations
E TOPSOIL: Gravelly Silty CLAY: medium plasticity, brown, fine to medium grained silt, fine to medium gravel angular.
M TOPSOILNo Stains, odours, or ACM notedPID: 4.1ppm
0.5
1.0
1.5
Borehole BH25 terminated at 0.15 mRefusal
methodAD auger drilling*AS auger screwing*HA hand augerMR mud rotaryW washbore
* bit shown by suffixe.g. AD/TB blank bitT TC bitV V bit
supportM mudC casingN nill
water10-Oct-12 waterlevel on date shown
water inflowwater outflow
samples & field testsALT air lift testB bulk disturbed sampleD disturbed sampleE environmental sampleSS split spoon sampleU## undisturbed sample ##mm diameterWS water sampleHB hammer bouncingN standard penetration test (SPT)N* SPT - sample recoveredNc SPT with solid conePID photoionization detectorR refusal
soil group symbol &soil description
based on AS 1726:2017
consistency / relative densityVSSFStVStHFbVLLMDDVD
softfirmstiffvery stiffhardfriablevery looseloosemedium densedensevery dense
moisture conditionD dryM moistW wetWp plastic limitWl liquid limit
very soft
C
DF
_0_9
_07_
LIB
RA
RY
.GLB
rev
:AU
Lo
g C
OF
BO
RE
HO
LE:
EN
VIR
ON
ME
NT
AL
754-
SY
DE
N21
4564
.GP
J <
<D
raw
ingF
ile>
>
02-0
7-20
18 1
9:16
HA
m
etho
d &
su
ppor
t
wat
er
phot
oion
izat
ion
dete
ctor
(pp
mv)
RL
(m)
dept
h (m
)
grap
hic
log
soil
grou
p sy
mbo
l
moi
stur
e co
nditi
on
cons
iste
ncy
/ re
lativ
e de
nsi
ty
This page has been left intentionally blank
Appendix E – Equipment Calibration Records
This page has been left intentionally blank
Appendix F – Site Photographs
This page has been left intentionally blank
Appendix G - Analytical Laboratory Reports
Certificate of Analysis
Coffey Environments Pty Ltd NSWLevel 20, Tower B, Citadel Tower 799 Pacific Highway ChatswoodNSW 2067
Attention: David McFadden
Report 599119-SProject name MULGOA RD UPGRADEProject ID SYDEN214564Received Date May 19, 2018
NATA AccreditedAccreditation Number 1261Site Number 18217
Accredited for compliance with ISO/IEC 17025 – Testing The results of the tests, calibrations and/or measurements included in this document are traceable to Australian/national standards.
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 1 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH1-0.0-0.1 SoilS18-My24949May 15, 2018
BH1-0.5-0.6 SoilS18-My24950May 15, 2018
BH2-0.0-0.1 SoilS18-My24951May 15, 2018
BH2-0.5-0.6 SoilS18-My24952May 15, 2018
Total Recoverable Hydrocarbons - 2013 NEPM FractionsNaphthaleneN02 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5TRH C6-C10 20 mg/kg < 20 < 20 < 20 < 20TRH C6-C10 less BTEX (F1)N04 20 mg/kg < 20 < 20 < 20 < 20TRH >C10-C16 50 mg/kg < 50 < 50 < 50 < 50TRH >C10-C16 less Naphthalene (F2)N01 50 mg/kg < 50 < 50 < 50 < 50TRH >C16-C34 100 mg/kg < 100 < 100 < 100 < 100TRH >C34-C40 100 mg/kg < 100 < 100 < 100 < 100Total Recoverable Hydrocarbons - 1999 NEPM FractionsTRH C6-C9 20 mg/kg < 20 < 20 < 20 < 20TRH C10-C14 20 mg/kg < 20 < 20 < 20 < 20TRH C15-C28 50 mg/kg < 50 < 50 < 50 < 50TRH C29-C36 50 mg/kg < 50 < 50 < 50 < 50TRH C10-36 (Total) 50 mg/kg < 50 < 50 < 50 < 50BTEXBenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Toluene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Ethylbenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1m&p-Xylenes 0.2 mg/kg < 0.2 < 0.2 < 0.2 < 0.2o-Xylene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Xylenes - Total 0.3 mg/kg < 0.3 < 0.3 < 0.3 < 0.34-Bromofluorobenzene (surr.) 1 % 78 65 79 72Polycyclic Aromatic HydrocarbonsBenzo(a)pyrene TEQ (lower bound) * 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene TEQ (medium bound) * 0.5 mg/kg 0.6 0.6 0.6 0.6Benzo(a)pyrene TEQ (upper bound) * 0.5 mg/kg 1.2 1.2 1.2 1.2Acenaphthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Acenaphthylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benz(a)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(b&j)fluorantheneN07 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(g.h.i)perylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(k)fluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Chrysene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Dibenz(a.h)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 2 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH1-0.0-0.1 SoilS18-My24949May 15, 2018
BH1-0.5-0.6 SoilS18-My24950May 15, 2018
BH2-0.0-0.1 SoilS18-My24951May 15, 2018
BH2-0.5-0.6 SoilS18-My24952May 15, 2018
Polycyclic Aromatic HydrocarbonsFluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Fluorene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Indeno(1.2.3-cd)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Naphthalene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Phenanthrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Total PAH* 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.52-Fluorobiphenyl (surr.) 1 % 90 86 93 83p-Terphenyl-d14 (surr.) 1 % 79 78 88 75Heavy MetalsLead 5 mg/kg 9.2 26 17 20
% Moisture 1 % 8.5 15 12 16
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH3-0.0-0.1 SoilS18-My24953May 15, 2018
BH4-0.0-0.1 SoilS18-My24954May 15, 2018
BH4-0.4-0.5 SoilS18-My24955May 15, 2018
BH5-0.0-0.1 SoilS18-My24956May 15, 2018
Total Recoverable Hydrocarbons - 2013 NEPM FractionsNaphthaleneN02 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5TRH C6-C10 20 mg/kg < 20 < 20 < 20 < 20TRH C6-C10 less BTEX (F1)N04 20 mg/kg < 20 < 20 < 20 < 20TRH >C10-C16 50 mg/kg < 50 < 50 < 50 < 50TRH >C10-C16 less Naphthalene (F2)N01 50 mg/kg < 50 < 50 < 50 < 50TRH >C16-C34 100 mg/kg < 100 < 100 < 100 110TRH >C34-C40 100 mg/kg < 100 < 100 < 100 < 100Total Recoverable Hydrocarbons - 1999 NEPM FractionsTRH C6-C9 20 mg/kg < 20 < 20 < 20 < 20TRH C10-C14 20 mg/kg < 20 < 20 < 20 < 20TRH C15-C28 50 mg/kg < 50 < 50 < 50 82TRH C29-C36 50 mg/kg < 50 < 50 < 50 140TRH C10-36 (Total) 50 mg/kg < 50 < 50 < 50 222BTEXBenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Toluene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Ethylbenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1m&p-Xylenes 0.2 mg/kg < 0.2 < 0.2 < 0.2 < 0.2o-Xylene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Xylenes - Total 0.3 mg/kg < 0.3 < 0.3 < 0.3 < 0.34-Bromofluorobenzene (surr.) 1 % 87 76 67 84Halogenated Volatile Organics1.1-Dichloroethane 0.5 mg/kg - - - < 0.51.1-Dichloroethene 0.5 mg/kg - - - < 0.51.1.1-Trichloroethane 0.5 mg/kg - - - < 0.51.1.1.2-Tetrachloroethane 0.5 mg/kg - - - < 0.51.1.2-Trichloroethane 0.5 mg/kg - - - < 0.5
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 3 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH3-0.0-0.1 SoilS18-My24953May 15, 2018
BH4-0.0-0.1 SoilS18-My24954May 15, 2018
BH4-0.4-0.5 SoilS18-My24955May 15, 2018
BH5-0.0-0.1 SoilS18-My24956May 15, 2018
Halogenated Volatile Organics1.1.2.2-Tetrachloroethane 0.5 mg/kg - - - < 0.51.2-Dibromoethane 0.5 mg/kg - - - < 0.51.2-Dichlorobenzene 0.5 mg/kg - - - < 0.51.2-Dichloroethane 0.5 mg/kg - - - < 0.51.2-Dichloropropane 0.5 mg/kg - - - < 0.51.2.3-Trichloropropane 0.5 mg/kg - - - < 0.51.3-Dichlorobenzene 0.5 mg/kg - - - < 0.51.3-Dichloropropane 0.5 mg/kg - - - < 0.51.4-Dichlorobenzene 0.5 mg/kg - - - < 0.5Bromodichloromethane 0.5 mg/kg - - - < 0.5Bromoform 0.5 mg/kg - - - < 0.5Bromomethane 0.5 mg/kg - - - < 0.5Carbon Tetrachloride 0.5 mg/kg - - - < 0.5Chlorobenzene 0.5 mg/kg - - - < 0.5Chloroform 0.5 mg/kg - - - < 0.5Chloromethane 0.5 mg/kg - - - < 0.5cis-1.2-Dichloroethene 0.5 mg/kg - - - < 0.5cis-1.3-Dichloropropene 0.5 mg/kg - - - < 0.5Dibromochloromethane 0.5 mg/kg - - - < 0.5Dibromomethane 0.5 mg/kg - - - < 0.5Iodomethane 0.5 mg/kg - - - < 0.5Methylene Chloride 0.5 mg/kg - - - < 0.5Tetrachloroethene 0.5 mg/kg - - - < 0.5trans-1.2-Dichloroethene 0.5 mg/kg - - - < 0.5trans-1.3-Dichloropropene 0.5 mg/kg - - - < 0.5Trichloroethene 0.5 mg/kg - - - < 0.5Trichlorofluoromethane 0.5 mg/kg - - - < 0.5Vinyl chloride 0.5 mg/kg - - - < 0.5Vic EPA IWRG 621 CHC (Total)* 0.5 mg/kg - - - < 0.5Vic EPA IWRG 621 Other CHC (Total)* 0.5 mg/kg - - - < 0.54-Bromofluorobenzene (surr.) 1 % - - - 84Toluene-d8 (surr.) 1 % - - - 91Polycyclic Aromatic HydrocarbonsBenzo(a)pyrene TEQ (lower bound) * 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene TEQ (medium bound) * 0.5 mg/kg 0.6 0.6 0.6 0.6Benzo(a)pyrene TEQ (upper bound) * 0.5 mg/kg 1.2 1.2 1.2 1.2Acenaphthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Acenaphthylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benz(a)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(b&j)fluorantheneN07 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(g.h.i)perylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(k)fluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Chrysene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Dibenz(a.h)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Fluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Fluorene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Indeno(1.2.3-cd)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 4 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH3-0.0-0.1 SoilS18-My24953May 15, 2018
BH4-0.0-0.1 SoilS18-My24954May 15, 2018
BH4-0.4-0.5 SoilS18-My24955May 15, 2018
BH5-0.0-0.1 SoilS18-My24956May 15, 2018
Polycyclic Aromatic HydrocarbonsNaphthalene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Phenanthrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Total PAH* 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.52-Fluorobiphenyl (surr.) 1 % 65 85 82 88p-Terphenyl-d14 (surr.) 1 % 57 79 81 85Heavy MetalsLead 5 mg/kg 12 12 31 29
% Moisture 1 % 10 14 14 8.3
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH5-0.3-0.4 SoilS18-My24957May 15, 2018
BH6-0.0-0.1 SoilS18-My24958May 15, 2018
BH7-0.0-0.1 SoilS18-My24959May 15, 2018
BH7-0.3-0.4 SoilS18-My24960May 15, 2018
Total Recoverable Hydrocarbons - 2013 NEPM FractionsNaphthaleneN02 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5TRH C6-C10 20 mg/kg < 20 < 20 < 20 < 20TRH C6-C10 less BTEX (F1)N04 20 mg/kg < 20 < 20 < 20 < 20TRH >C10-C16 50 mg/kg < 50 < 50 < 50 < 50TRH >C10-C16 less Naphthalene (F2)N01 50 mg/kg < 50 < 50 < 50 < 50TRH >C16-C34 100 mg/kg < 100 < 100 < 100 180TRH >C34-C40 100 mg/kg < 100 < 100 < 100 < 100Total Recoverable Hydrocarbons - 1999 NEPM FractionsTRH C6-C9 20 mg/kg < 20 < 20 < 20 < 20TRH C10-C14 20 mg/kg < 20 < 20 < 20 < 20TRH C15-C28 50 mg/kg 65 < 50 67 150TRH C29-C36 50 mg/kg 53 87 120 160TRH C10-36 (Total) 50 mg/kg 118 87 187 310BTEXBenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Toluene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Ethylbenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1m&p-Xylenes 0.2 mg/kg < 0.2 < 0.2 < 0.2 < 0.2o-Xylene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Xylenes - Total 0.3 mg/kg < 0.3 < 0.3 < 0.3 < 0.34-Bromofluorobenzene (surr.) 1 % 92 91 84 73Halogenated Volatile Organics1.1-Dichloroethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.1-Dichloroethene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.1.1-Trichloroethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.1.1.2-Tetrachloroethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.1.2-Trichloroethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.1.2.2-Tetrachloroethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.2-Dibromoethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.2-Dichlorobenzene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 5 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH5-0.3-0.4 SoilS18-My24957May 15, 2018
BH6-0.0-0.1 SoilS18-My24958May 15, 2018
BH7-0.0-0.1 SoilS18-My24959May 15, 2018
BH7-0.3-0.4 SoilS18-My24960May 15, 2018
Halogenated Volatile Organics1.2-Dichloroethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.2-Dichloropropane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.2.3-Trichloropropane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.3-Dichlorobenzene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.3-Dichloropropane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.4-Dichlorobenzene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Bromodichloromethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Bromoform 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Bromomethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Carbon Tetrachloride 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Chlorobenzene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Chloroform 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Chloromethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5cis-1.2-Dichloroethene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5cis-1.3-Dichloropropene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Dibromochloromethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Dibromomethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Iodomethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Methylene Chloride 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Tetrachloroethene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5trans-1.2-Dichloroethene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5trans-1.3-Dichloropropene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Trichloroethene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Trichlorofluoromethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Vinyl chloride 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Vic EPA IWRG 621 CHC (Total)* 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Vic EPA IWRG 621 Other CHC (Total)* 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.54-Bromofluorobenzene (surr.) 1 % 92 91 84 73Toluene-d8 (surr.) 1 % 93 91 91 80Polycyclic Aromatic HydrocarbonsBenzo(a)pyrene TEQ (lower bound) * 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene TEQ (medium bound) * 0.5 mg/kg 0.6 0.6 0.6 0.6Benzo(a)pyrene TEQ (upper bound) * 0.5 mg/kg 1.2 1.2 1.2 1.2Acenaphthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Acenaphthylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benz(a)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(b&j)fluorantheneN07 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(g.h.i)perylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(k)fluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Chrysene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Dibenz(a.h)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Fluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 1.0Fluorene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Indeno(1.2.3-cd)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Naphthalene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Phenanthrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 0.5Pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 1.0
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 6 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH5-0.3-0.4 SoilS18-My24957May 15, 2018
BH6-0.0-0.1 SoilS18-My24958May 15, 2018
BH7-0.0-0.1 SoilS18-My24959May 15, 2018
BH7-0.3-0.4 SoilS18-My24960May 15, 2018
Polycyclic Aromatic HydrocarbonsTotal PAH* 0.5 mg/kg < 0.5 < 0.5 < 0.5 2.52-Fluorobiphenyl (surr.) 1 % 75 89 88 87p-Terphenyl-d14 (surr.) 1 % 74 85 84 80Heavy MetalsLead 5 mg/kg 22 28 25 19
% Moisture 1 % 11 8.0 11 9.0
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH8-0.0-0.1 SoilS18-My24961May 15, 2018
BH8-0.3-0.4 SoilS18-My24962May 15, 2018
BH9-0.0-0.1 SoilS18-My24963May 15, 2018
BH9-0.3-0.4 SoilS18-My24964May 15, 2018
Total Recoverable Hydrocarbons - 2013 NEPM FractionsNaphthaleneN02 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5TRH C6-C10 20 mg/kg < 20 < 20 < 20 < 20TRH C6-C10 less BTEX (F1)N04 20 mg/kg < 20 < 20 < 20 < 20TRH >C10-C16 50 mg/kg 60 61 < 50 < 50TRH >C10-C16 less Naphthalene (F2)N01 50 mg/kg 60 61 < 50 < 50TRH >C16-C34 100 mg/kg 220 200 180 < 100TRH >C34-C40 100 mg/kg < 100 < 100 < 100 < 100Total Recoverable Hydrocarbons - 1999 NEPM FractionsTRH C6-C9 20 mg/kg < 20 < 20 < 20 < 20TRH C10-C14 20 mg/kg 21 28 < 20 < 20TRH C15-C28 50 mg/kg 200 180 130 63TRH C29-C36 50 mg/kg 130 110 190 91TRH C10-36 (Total) 50 mg/kg 351 318 320 154BTEXBenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Toluene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Ethylbenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1m&p-Xylenes 0.2 mg/kg < 0.2 < 0.2 < 0.2 < 0.2o-Xylene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Xylenes - Total 0.3 mg/kg < 0.3 < 0.3 < 0.3 < 0.34-Bromofluorobenzene (surr.) 1 % 83 87 80 82Halogenated Volatile Organics1.1-Dichloroethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.1-Dichloroethene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.1.1-Trichloroethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.1.1.2-Tetrachloroethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.1.2-Trichloroethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.1.2.2-Tetrachloroethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.2-Dibromoethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.2-Dichlorobenzene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.2-Dichloroethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.2-Dichloropropane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.2.3-Trichloropropane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 7 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH8-0.0-0.1 SoilS18-My24961May 15, 2018
BH8-0.3-0.4 SoilS18-My24962May 15, 2018
BH9-0.0-0.1 SoilS18-My24963May 15, 2018
BH9-0.3-0.4 SoilS18-My24964May 15, 2018
Halogenated Volatile Organics1.3-Dichlorobenzene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.3-Dichloropropane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.51.4-Dichlorobenzene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Bromodichloromethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Bromoform 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Bromomethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Carbon Tetrachloride 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Chlorobenzene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Chloroform 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Chloromethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5cis-1.2-Dichloroethene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5cis-1.3-Dichloropropene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Dibromochloromethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Dibromomethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Iodomethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Methylene Chloride 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Tetrachloroethene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5trans-1.2-Dichloroethene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5trans-1.3-Dichloropropene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Trichloroethene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Trichlorofluoromethane 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Vinyl chloride 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Vic EPA IWRG 621 CHC (Total)* 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Vic EPA IWRG 621 Other CHC (Total)* 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.54-Bromofluorobenzene (surr.) 1 % 83 87 80 82Toluene-d8 (surr.) 1 % 85 91 84 82Polycyclic Aromatic HydrocarbonsBenzo(a)pyrene TEQ (lower bound) * 0.5 mg/kg < 0.5 0.7 < 0.5 < 0.5Benzo(a)pyrene TEQ (medium bound) * 0.5 mg/kg 0.6 1.0 0.6 0.6Benzo(a)pyrene TEQ (upper bound) * 0.5 mg/kg 1.2 1.3 1.2 1.2Acenaphthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Acenaphthylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benz(a)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene 0.5 mg/kg < 0.5 0.6 < 0.5 < 0.5Benzo(b&j)fluorantheneN07 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(g.h.i)perylene 0.5 mg/kg < 0.5 0.7 < 0.5 < 0.5Benzo(k)fluoranthene 0.5 mg/kg < 0.5 0.6 < 0.5 < 0.5Chrysene 0.5 mg/kg < 0.5 0.7 < 0.5 < 0.5Dibenz(a.h)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Fluoranthene 0.5 mg/kg < 0.5 1.7 < 0.5 < 0.5Fluorene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Indeno(1.2.3-cd)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Naphthalene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Phenanthrene 0.5 mg/kg < 0.5 1.1 < 0.5 < 0.5Pyrene 0.5 mg/kg < 0.5 1.6 < 0.5 < 0.5Total PAH* 0.5 mg/kg < 0.5 7 < 0.5 < 0.52-Fluorobiphenyl (surr.) 1 % 103 79 99 100p-Terphenyl-d14 (surr.) 1 % 91 70 84 85
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 8 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH8-0.0-0.1 SoilS18-My24961May 15, 2018
BH8-0.3-0.4 SoilS18-My24962May 15, 2018
BH9-0.0-0.1 SoilS18-My24963May 15, 2018
BH9-0.3-0.4 SoilS18-My24964May 15, 2018
Heavy MetalsLead 5 mg/kg 30 22 30 24
% Moisture 1 % 12 12 11 11
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH10-0.0-0.1 SoilS18-My24965May 15, 2018
BH10-0.2-0.3 SoilS18-My24966May 15, 2018
BH11-0.0-0.1 SoilS18-My24967May 16, 2018
BH11-0.3-0.4 SoilS18-My24968May 16, 2018
Total Recoverable Hydrocarbons - 2013 NEPM FractionsNaphthaleneN02 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5TRH C6-C10 20 mg/kg < 20 < 20 < 20 < 20TRH C6-C10 less BTEX (F1)N04 20 mg/kg < 20 < 20 < 20 < 20TRH >C10-C16 50 mg/kg < 50 < 50 < 50 < 50TRH >C10-C16 less Naphthalene (F2)N01 50 mg/kg < 50 < 50 < 50 < 50TRH >C16-C34 100 mg/kg 130 100 < 100 250TRH >C34-C40 100 mg/kg 120 < 100 < 100 130Total Recoverable Hydrocarbons - 1999 NEPM FractionsTRH C6-C9 20 mg/kg < 20 < 20 < 20 < 20TRH C10-C14 20 mg/kg < 20 < 20 < 20 23TRH C15-C28 50 mg/kg 97 73 < 50 200TRH C29-C36 50 mg/kg 170 150 74 250TRH C10-36 (Total) 50 mg/kg 267 223 74 473BTEXBenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Toluene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Ethylbenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1m&p-Xylenes 0.2 mg/kg < 0.2 < 0.2 < 0.2 < 0.2o-Xylene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Xylenes - Total 0.3 mg/kg < 0.3 < 0.3 < 0.3 < 0.34-Bromofluorobenzene (surr.) 1 % 76 88 61 83Polycyclic Aromatic HydrocarbonsBenzo(a)pyrene TEQ (lower bound) * 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene TEQ (medium bound) * 0.5 mg/kg 0.6 0.6 0.6 0.6Benzo(a)pyrene TEQ (upper bound) * 0.5 mg/kg 1.2 1.2 1.2 1.2Acenaphthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Acenaphthylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benz(a)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(b&j)fluorantheneN07 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(g.h.i)perylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(k)fluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Chrysene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Dibenz(a.h)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Fluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Fluorene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Indeno(1.2.3-cd)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 9 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH10-0.0-0.1 SoilS18-My24965May 15, 2018
BH10-0.2-0.3 SoilS18-My24966May 15, 2018
BH11-0.0-0.1 SoilS18-My24967May 16, 2018
BH11-0.3-0.4 SoilS18-My24968May 16, 2018
Polycyclic Aromatic HydrocarbonsNaphthalene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Phenanthrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Total PAH* 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.52-Fluorobiphenyl (surr.) 1 % 95 106 94 105p-Terphenyl-d14 (surr.) 1 % 78 90 81 91Heavy MetalsLead 5 mg/kg 31 24 17 22
% Moisture 1 % 9.1 10 24 9.6
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH12-0.0-0.1 SoilS18-My24969May 16, 2018
BH12-0.3-0.4 SoilS18-My24970May 16, 2018
BH13-0.0-0.1 SoilS18-My24971May 16, 2018
BH14-0.0-0.1 SoilS18-My24972May 16, 2018
Total Recoverable Hydrocarbons - 2013 NEPM FractionsNaphthaleneN02 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5TRH C6-C10 20 mg/kg < 20 < 20 < 20 < 20TRH C6-C10 less BTEX (F1)N04 20 mg/kg < 20 < 20 < 20 < 20TRH >C10-C16 50 mg/kg < 50 < 50 < 50 < 50TRH >C10-C16 less Naphthalene (F2)N01 50 mg/kg < 50 < 50 < 50 < 50TRH >C16-C34 100 mg/kg 710 520 330 200TRH >C34-C40 100 mg/kg 300 250 200 150Total Recoverable Hydrocarbons - 1999 NEPM FractionsTRH C6-C9 20 mg/kg < 20 < 20 < 20 < 20TRH C10-C14 20 mg/kg 35 27 26 21TRH C15-C28 50 mg/kg 560 410 250 150TRH C29-C36 50 mg/kg 740 540 380 240TRH C10-36 (Total) 50 mg/kg 1335 977 656 411BTEXBenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Toluene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Ethylbenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1m&p-Xylenes 0.2 mg/kg < 0.2 < 0.2 0.5 0.3o-Xylene 0.1 mg/kg < 0.1 < 0.1 0.2 0.2Xylenes - Total 0.3 mg/kg < 0.3 < 0.3 0.7 0.54-Bromofluorobenzene (surr.) 1 % 77 87 100 88Polycyclic Aromatic HydrocarbonsBenzo(a)pyrene TEQ (lower bound) * 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene TEQ (medium bound) * 0.5 mg/kg 0.6 0.6 0.6 0.6Benzo(a)pyrene TEQ (upper bound) * 0.5 mg/kg 1.2 1.2 1.2 1.2Acenaphthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Acenaphthylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benz(a)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 10 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH12-0.0-0.1 SoilS18-My24969May 16, 2018
BH12-0.3-0.4 SoilS18-My24970May 16, 2018
BH13-0.0-0.1 SoilS18-My24971May 16, 2018
BH14-0.0-0.1 SoilS18-My24972May 16, 2018
Polycyclic Aromatic HydrocarbonsBenzo(b&j)fluorantheneN07 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(g.h.i)perylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(k)fluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Chrysene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Dibenz(a.h)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Fluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Fluorene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Indeno(1.2.3-cd)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Naphthalene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Phenanthrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Total PAH* 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.52-Fluorobiphenyl (surr.) 1 % 97 102 112 96p-Terphenyl-d14 (surr.) 1 % 79 83 95 80Heavy MetalsLead 5 mg/kg 25 24 24 22
% Moisture 1 % 8.2 8.7 6.9 11
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH14-0.3-0.4 SoilS18-My24973May 16, 2018
BH15-0.0-0.1 SoilS18-My24974May 16, 2018
BH16-0.0-0.1 SoilS18-My24975May 16, 2018
BH16-0.2-0.3 SoilS18-My24976May 16, 2018
Total Recoverable Hydrocarbons - 2013 NEPM FractionsNaphthaleneN02 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5TRH C6-C10 20 mg/kg < 20 < 20 < 20 < 20TRH C6-C10 less BTEX (F1)N04 20 mg/kg < 20 < 20 < 20 < 20TRH >C10-C16 50 mg/kg < 50 < 50 < 50 < 50TRH >C10-C16 less Naphthalene (F2)N01 50 mg/kg < 50 < 50 < 50 < 50TRH >C16-C34 100 mg/kg < 100 110 120 < 100TRH >C34-C40 100 mg/kg < 100 < 100 < 100 < 100Total Recoverable Hydrocarbons - 1999 NEPM FractionsTRH C6-C9 20 mg/kg < 20 < 20 < 20 < 20TRH C10-C14 20 mg/kg < 20 < 20 < 20 < 20TRH C15-C28 50 mg/kg 51 94 53 < 50TRH C29-C36 50 mg/kg < 50 70 110 < 50TRH C10-36 (Total) 50 mg/kg 51 164 163 < 50BTEXBenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Toluene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Ethylbenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1m&p-Xylenes 0.2 mg/kg < 0.2 < 0.2 0.5 < 0.2o-Xylene 0.1 mg/kg < 0.1 < 0.1 0.5 < 0.1Xylenes - Total 0.3 mg/kg < 0.3 < 0.3 1.1 < 0.34-Bromofluorobenzene (surr.) 1 % 94 100 93 64
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 11 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH14-0.3-0.4 SoilS18-My24973May 16, 2018
BH15-0.0-0.1 SoilS18-My24974May 16, 2018
BH16-0.0-0.1 SoilS18-My24975May 16, 2018
BH16-0.2-0.3 SoilS18-My24976May 16, 2018
Polycyclic Aromatic HydrocarbonsBenzo(a)pyrene TEQ (lower bound) * 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene TEQ (medium bound) * 0.5 mg/kg 0.6 0.6 0.6 0.6Benzo(a)pyrene TEQ (upper bound) * 0.5 mg/kg 1.2 1.2 1.2 1.2Acenaphthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Acenaphthylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benz(a)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(b&j)fluorantheneN07 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(g.h.i)perylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(k)fluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Chrysene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Dibenz(a.h)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Fluoranthene 0.5 mg/kg < 0.5 1.3 < 0.5 < 0.5Fluorene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Indeno(1.2.3-cd)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Naphthalene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Phenanthrene 0.5 mg/kg < 0.5 1.2 < 0.5 < 0.5Pyrene 0.5 mg/kg < 0.5 1.2 < 0.5 < 0.5Total PAH* 0.5 mg/kg < 0.5 3.7 < 0.5 < 0.52-Fluorobiphenyl (surr.) 1 % 118 87 76 93p-Terphenyl-d14 (surr.) 1 % 104 74 68 89Organochlorine PesticidesChlordanes - Total 0.1 mg/kg - - < 0.1 < 0.14.4'-DDD 0.05 mg/kg - - < 0.05 < 0.054.4'-DDE 0.05 mg/kg - - < 0.05 < 0.054.4'-DDT 0.05 mg/kg - - < 0.05 < 0.05a-BHC 0.05 mg/kg - - < 0.05 < 0.05Aldrin 0.05 mg/kg - - < 0.05 < 0.05b-BHC 0.05 mg/kg - - < 0.05 < 0.05d-BHC 0.05 mg/kg - - < 0.05 < 0.05Dieldrin 0.05 mg/kg - - < 0.05 < 0.05Endosulfan I 0.05 mg/kg - - < 0.05 < 0.05Endosulfan II 0.05 mg/kg - - < 0.05 < 0.05Endosulfan sulphate 0.05 mg/kg - - < 0.05 < 0.05Endrin 0.05 mg/kg - - < 0.05 < 0.05Endrin aldehyde 0.05 mg/kg - - < 0.05 < 0.05Endrin ketone 0.05 mg/kg - - < 0.05 < 0.05g-BHC (Lindane) 0.05 mg/kg - - < 0.05 < 0.05Heptachlor 0.05 mg/kg - - < 0.05 < 0.05Heptachlor epoxide 0.05 mg/kg - - < 0.05 < 0.05Hexachlorobenzene 0.05 mg/kg - - < 0.05 < 0.05Methoxychlor 0.05 mg/kg - - < 0.05 < 0.05Toxaphene 1 mg/kg - - < 1 < 1Aldrin and Dieldrin (Total)* 0.05 mg/kg - - < 0.05 < 0.05DDT + DDE + DDD (Total)* 0.05 mg/kg - - < 0.05 < 0.05Vic EPA IWRG 621 OCP (Total)* 0.1 mg/kg - - < 0.1 < 0.1Vic EPA IWRG 621 Other OCP (Total)* 0.1 mg/kg - - < 0.1 < 0.1Dibutylchlorendate (surr.) 1 % - - 125 138Tetrachloro-m-xylene (surr.) 1 % - - 88 90
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 12 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH14-0.3-0.4 SoilS18-My24973May 16, 2018
BH15-0.0-0.1 SoilS18-My24974May 16, 2018
BH16-0.0-0.1 SoilS18-My24975May 16, 2018
BH16-0.2-0.3 SoilS18-My24976May 16, 2018
Polychlorinated BiphenylsAroclor-1016 0.1 mg/kg - - < 0.1 < 0.1Aroclor-1221 0.1 mg/kg - - < 0.1 < 0.1Aroclor-1232 0.1 mg/kg - - < 0.1 < 0.1Aroclor-1242 0.1 mg/kg - - < 0.1 < 0.1Aroclor-1248 0.1 mg/kg - - < 0.1 < 0.1Aroclor-1254 0.1 mg/kg - - < 0.1 < 0.1Aroclor-1260 0.1 mg/kg - - < 0.1 < 0.1Total PCB* 0.1 mg/kg - - < 0.1 < 0.1Dibutylchlorendate (surr.) 1 % - - 125 138Tetrachloro-m-xylene (surr.) 1 % - - 88 90Heavy MetalsArsenic 2 mg/kg - - 5.5 6.4Cadmium 0.4 mg/kg - - < 0.4 < 0.4Chromium 5 mg/kg - - 15 19Copper 5 mg/kg - - 18 12Lead 5 mg/kg 18 17 20 16Mercury 0.1 mg/kg - - < 0.1 < 0.1Nickel 5 mg/kg - - 7.8 13Zinc 5 mg/kg - - 76 34
% Moisture 1 % 11 4.1 7.0 17
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH17-0.0-0.1 SoilS18-My24977May 16, 2018
BH17-0.3-0.4 SoilS18-My24978May 16, 2018
BH18-0.0-0.1 SoilS18-My24979May 16, 2018
BH19-0.0-0.1 SoilS18-My24981May 16, 2018
Total Recoverable Hydrocarbons - 2013 NEPM FractionsNaphthaleneN02 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5TRH C6-C10 20 mg/kg < 20 < 20 < 20 < 20TRH C6-C10 less BTEX (F1)N04 20 mg/kg < 20 < 20 < 20 < 20TRH >C10-C16 50 mg/kg < 50 < 50 < 50 < 50TRH >C10-C16 less Naphthalene (F2)N01 50 mg/kg < 50 < 50 < 50 < 50TRH >C16-C34 100 mg/kg 130 < 100 110 < 100TRH >C34-C40 100 mg/kg < 100 < 100 < 100 < 100Total Recoverable Hydrocarbons - 1999 NEPM FractionsTRH C6-C9 20 mg/kg < 20 < 20 < 20 < 20TRH C10-C14 20 mg/kg < 20 < 20 < 20 < 20TRH C15-C28 50 mg/kg 92 < 50 71 52TRH C29-C36 50 mg/kg 93 < 50 78 53TRH C10-36 (Total) 50 mg/kg 185 < 50 149 105BTEXBenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Toluene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Ethylbenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 0.2m&p-Xylenes 0.2 mg/kg 0.6 < 0.2 < 0.2 0.8o-Xylene 0.1 mg/kg 0.3 < 0.1 0.1 0.3Xylenes - Total 0.3 mg/kg 0.9 < 0.3 < 0.3 1.14-Bromofluorobenzene (surr.) 1 % 94 72 79 88
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 13 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH17-0.0-0.1 SoilS18-My24977May 16, 2018
BH17-0.3-0.4 SoilS18-My24978May 16, 2018
BH18-0.0-0.1 SoilS18-My24979May 16, 2018
BH19-0.0-0.1 SoilS18-My24981May 16, 2018
Polycyclic Aromatic HydrocarbonsBenzo(a)pyrene TEQ (lower bound) * 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene TEQ (medium bound) * 0.5 mg/kg 0.6 0.6 0.6 0.6Benzo(a)pyrene TEQ (upper bound) * 0.5 mg/kg 1.2 1.2 1.2 1.2Acenaphthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Acenaphthylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benz(a)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(b&j)fluorantheneN07 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(g.h.i)perylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(k)fluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Chrysene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Dibenz(a.h)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Fluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Fluorene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Indeno(1.2.3-cd)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Naphthalene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Phenanthrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Total PAH* 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.52-Fluorobiphenyl (surr.) 1 % 84 92 87 89p-Terphenyl-d14 (surr.) 1 % 70 86 75 81Organochlorine PesticidesChlordanes - Total 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.14.4'-DDD 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.054.4'-DDE 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.054.4'-DDT 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05a-BHC 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Aldrin 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05b-BHC 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05d-BHC 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Dieldrin 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Endosulfan I 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Endosulfan II 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Endosulfan sulphate 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Endrin 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Endrin aldehyde 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Endrin ketone 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05g-BHC (Lindane) 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Heptachlor 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Heptachlor epoxide 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Hexachlorobenzene 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Methoxychlor 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Toxaphene 1 mg/kg < 1 < 1 < 1 < 1Aldrin and Dieldrin (Total)* 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05DDT + DDE + DDD (Total)* 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Vic EPA IWRG 621 OCP (Total)* 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Vic EPA IWRG 621 Other OCP (Total)* 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Dibutylchlorendate (surr.) 1 % 102 77 128 134Tetrachloro-m-xylene (surr.) 1 % 130 90 92 84
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 14 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH17-0.0-0.1 SoilS18-My24977May 16, 2018
BH17-0.3-0.4 SoilS18-My24978May 16, 2018
BH18-0.0-0.1 SoilS18-My24979May 16, 2018
BH19-0.0-0.1 SoilS18-My24981May 16, 2018
Polychlorinated BiphenylsAroclor-1016 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Aroclor-1221 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Aroclor-1232 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Aroclor-1242 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Aroclor-1248 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Aroclor-1254 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Aroclor-1260 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Total PCB* 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Dibutylchlorendate (surr.) 1 % 102 77 128 134Tetrachloro-m-xylene (surr.) 1 % 130 90 92 84Heavy MetalsArsenic 2 mg/kg 6.9 7.8 9.4 4.5Cadmium 0.4 mg/kg < 0.4 < 0.4 < 0.4 < 0.4Chromium 5 mg/kg 12 17 17 9.9Copper 5 mg/kg 18 18 23 30Lead 5 mg/kg 25 29 22 12Mercury 0.1 mg/kg < 0.1 < 0.1 < 0.1 0.1Nickel 5 mg/kg 6.0 7.2 8.1 6.1Zinc 5 mg/kg 64 63 52 51
% Moisture 1 % 8.1 26 15 3.1
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH19-0.3-0.4 SoilS18-My24982May 16, 2018
BH20-0.0-0.1 SoilS18-My24983May 16, 2018
BH20-0.3-0.4 SoilS18-My24984May 16, 2018
BH21-0.0-0.1 SoilS18-My24985May 17, 2018
Total Recoverable Hydrocarbons - 2013 NEPM FractionsNaphthaleneN02 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5TRH C6-C10 20 mg/kg < 20 < 20 < 20 < 20TRH C6-C10 less BTEX (F1)N04 20 mg/kg < 20 < 20 < 20 < 20TRH >C10-C16 50 mg/kg < 50 < 50 < 50 < 50TRH >C10-C16 less Naphthalene (F2)N01 50 mg/kg < 50 < 50 < 50 < 50TRH >C16-C34 100 mg/kg < 100 < 100 < 100 < 100TRH >C34-C40 100 mg/kg < 100 < 100 < 100 < 100Total Recoverable Hydrocarbons - 1999 NEPM FractionsTRH C6-C9 20 mg/kg < 20 < 20 < 20 < 20TRH C10-C14 20 mg/kg < 20 < 20 < 20 < 20TRH C15-C28 50 mg/kg < 50 < 50 < 50 < 50TRH C29-C36 50 mg/kg < 50 < 50 < 50 61TRH C10-36 (Total) 50 mg/kg < 50 < 50 < 50 61BTEXBenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Toluene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Ethylbenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1m&p-Xylenes 0.2 mg/kg < 0.2 0.6 < 0.2 < 0.2o-Xylene 0.1 mg/kg < 0.1 0.2 < 0.1 < 0.1Xylenes - Total 0.3 mg/kg < 0.3 0.8 < 0.3 < 0.34-Bromofluorobenzene (surr.) 1 % 82 92 82 87
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 15 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH19-0.3-0.4 SoilS18-My24982May 16, 2018
BH20-0.0-0.1 SoilS18-My24983May 16, 2018
BH20-0.3-0.4 SoilS18-My24984May 16, 2018
BH21-0.0-0.1 SoilS18-My24985May 17, 2018
Polycyclic Aromatic HydrocarbonsBenzo(a)pyrene TEQ (lower bound) * 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene TEQ (medium bound) * 0.5 mg/kg 0.6 0.6 0.6 0.6Benzo(a)pyrene TEQ (upper bound) * 0.5 mg/kg 1.2 1.2 1.2 1.2Acenaphthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Acenaphthylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benz(a)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(b&j)fluorantheneN07 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(g.h.i)perylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(k)fluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Chrysene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Dibenz(a.h)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Fluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Fluorene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Indeno(1.2.3-cd)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Naphthalene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Phenanthrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Total PAH* 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.52-Fluorobiphenyl (surr.) 1 % 97 77 73 89p-Terphenyl-d14 (surr.) 1 % 94 64 62 84Organochlorine PesticidesChlordanes - Total 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.14.4'-DDD 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.054.4'-DDE 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.054.4'-DDT 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05a-BHC 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Aldrin 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05b-BHC 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05d-BHC 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Dieldrin 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Endosulfan I 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Endosulfan II 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Endosulfan sulphate 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Endrin 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Endrin aldehyde 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Endrin ketone 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05g-BHC (Lindane) 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Heptachlor 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Heptachlor epoxide 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Hexachlorobenzene 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Methoxychlor 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Toxaphene 1 mg/kg < 1 < 1 < 1 < 1Aldrin and Dieldrin (Total)* 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05DDT + DDE + DDD (Total)* 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Vic EPA IWRG 621 OCP (Total)* 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Vic EPA IWRG 621 Other OCP (Total)* 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Dibutylchlorendate (surr.) 1 % 133 116 87 136Tetrachloro-m-xylene (surr.) 1 % 84 78 108 80
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 16 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH19-0.3-0.4 SoilS18-My24982May 16, 2018
BH20-0.0-0.1 SoilS18-My24983May 16, 2018
BH20-0.3-0.4 SoilS18-My24984May 16, 2018
BH21-0.0-0.1 SoilS18-My24985May 17, 2018
Polychlorinated BiphenylsAroclor-1016 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Aroclor-1221 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Aroclor-1232 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Aroclor-1242 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Aroclor-1248 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Aroclor-1254 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Aroclor-1260 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Total PCB* 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Dibutylchlorendate (surr.) 1 % 133 116 87 136Tetrachloro-m-xylene (surr.) 1 % 84 78 108 80Heavy MetalsArsenic 2 mg/kg 8.3 4.8 8.4 8.5Cadmium 0.4 mg/kg < 0.4 < 0.4 < 0.4 < 0.4Chromium 5 mg/kg 13 9.8 18 13Copper 5 mg/kg 23 29 23 24Lead 5 mg/kg 16 11 20 60Mercury 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Nickel 5 mg/kg 9.1 5.2 6.1 7.1Zinc 5 mg/kg 41 39 34 89
% Moisture 1 % 7.5 3.5 18 6.9
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH21-0.2-0.3 SoilS18-My24986May 17, 2018
BH22-0.0-0.1 SoilS18-My24987May 17, 2018
BH22-0.3-0.4 SoilS18-My24988May 17, 2018
BH23-0.0-0.1 SoilS18-My24989May 17, 2018
Total Recoverable Hydrocarbons - 2013 NEPM FractionsNaphthaleneN02 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5TRH C6-C10 20 mg/kg < 20 < 20 < 20 < 20TRH C6-C10 less BTEX (F1)N04 20 mg/kg < 20 < 20 < 20 < 20TRH >C10-C16 50 mg/kg < 50 < 50 < 50 < 50TRH >C10-C16 less Naphthalene (F2)N01 50 mg/kg < 50 < 50 < 50 < 50TRH >C16-C34 100 mg/kg < 100 < 100 < 100 < 100TRH >C34-C40 100 mg/kg < 100 < 100 < 100 < 100Total Recoverable Hydrocarbons - 1999 NEPM FractionsTRH C6-C9 20 mg/kg < 20 < 20 < 20 < 20TRH C10-C14 20 mg/kg < 20 < 20 < 20 < 20TRH C15-C28 50 mg/kg < 50 < 50 54 < 50TRH C29-C36 50 mg/kg < 50 83 74 70TRH C10-36 (Total) 50 mg/kg < 50 83 128 70BTEXBenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Toluene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Ethylbenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1m&p-Xylenes 0.2 mg/kg < 0.2 0.2 < 0.2 < 0.2o-Xylene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Xylenes - Total 0.3 mg/kg < 0.3 < 0.3 < 0.3 < 0.34-Bromofluorobenzene (surr.) 1 % 74 95 90 69
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 17 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH21-0.2-0.3 SoilS18-My24986May 17, 2018
BH22-0.0-0.1 SoilS18-My24987May 17, 2018
BH22-0.3-0.4 SoilS18-My24988May 17, 2018
BH23-0.0-0.1 SoilS18-My24989May 17, 2018
Polycyclic Aromatic HydrocarbonsBenzo(a)pyrene TEQ (lower bound) * 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene TEQ (medium bound) * 0.5 mg/kg 0.6 0.6 0.6 0.6Benzo(a)pyrene TEQ (upper bound) * 0.5 mg/kg 1.2 1.2 1.2 1.2Acenaphthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Acenaphthylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benz(a)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(b&j)fluorantheneN07 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(g.h.i)perylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(k)fluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Chrysene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Dibenz(a.h)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Fluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Fluorene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Indeno(1.2.3-cd)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Naphthalene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Phenanthrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Total PAH* 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.52-Fluorobiphenyl (surr.) 1 % 72 86 73 100p-Terphenyl-d14 (surr.) 1 % 65 74 60 88Organochlorine PesticidesChlordanes - Total 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.14.4'-DDD 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.054.4'-DDE 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.054.4'-DDT 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05a-BHC 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Aldrin 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05b-BHC 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05d-BHC 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Dieldrin 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Endosulfan I 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Endosulfan II 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Endosulfan sulphate 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Endrin 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Endrin aldehyde 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Endrin ketone 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05g-BHC (Lindane) 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Heptachlor 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Heptachlor epoxide 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Hexachlorobenzene 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Methoxychlor 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Toxaphene 1 mg/kg < 1 < 1 < 1 < 1Aldrin and Dieldrin (Total)* 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05DDT + DDE + DDD (Total)* 0.05 mg/kg < 0.05 < 0.05 < 0.05 < 0.05Vic EPA IWRG 621 OCP (Total)* 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Vic EPA IWRG 621 Other OCP (Total)* 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Dibutylchlorendate (surr.) 1 % 75 135 75 142Tetrachloro-m-xylene (surr.) 1 % 90 79 84 99
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 18 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH21-0.2-0.3 SoilS18-My24986May 17, 2018
BH22-0.0-0.1 SoilS18-My24987May 17, 2018
BH22-0.3-0.4 SoilS18-My24988May 17, 2018
BH23-0.0-0.1 SoilS18-My24989May 17, 2018
Polychlorinated BiphenylsAroclor-1016 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Aroclor-1221 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Aroclor-1232 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Aroclor-1242 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Aroclor-1248 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Aroclor-1254 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Aroclor-1260 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Total PCB* 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Dibutylchlorendate (surr.) 1 % 75 135 75 142Tetrachloro-m-xylene (surr.) 1 % 90 79 84 99Heavy MetalsArsenic 2 mg/kg 22 16 12 7.2Cadmium 0.4 mg/kg < 0.4 < 0.4 < 0.4 < 0.4Chromium 5 mg/kg 20 13 14 14Copper 5 mg/kg 45 33 35 29Lead 5 mg/kg 35 50 30 27Mercury 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Nickel 5 mg/kg 19 6.3 11 7.4Zinc 5 mg/kg 98 110 71 51
% Moisture 1 % 9.3 6.9 7.9 6.6
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH23-0.3-0.4 SoilS18-My24990May 17, 2018
BH24-0.0-0.1 SoilS18-My24991May 17, 2018
BH25-0.0-0.1 SoilS18-My24992May 17, 2018
DUP01SoilS18-My24994 May 15, 2018
Total Recoverable Hydrocarbons - 2013 NEPM FractionsNaphthaleneN02 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5TRH C6-C10 20 mg/kg < 20 < 20 < 20 < 20TRH C6-C10 less BTEX (F1)N04 20 mg/kg < 20 < 20 < 20 < 20TRH >C10-C16 50 mg/kg < 50 < 50 < 50 < 50TRH >C10-C16 less Naphthalene (F2)N01 50 mg/kg < 50 < 50 < 50 < 50TRH >C16-C34 100 mg/kg 110 110 260 < 100TRH >C34-C40 100 mg/kg < 100 < 100 170 < 100Total Recoverable Hydrocarbons - 1999 NEPM FractionsTRH C6-C9 20 mg/kg < 20 < 20 < 20 < 20TRH C10-C14 20 mg/kg < 20 23 < 20 < 20TRH C15-C28 50 mg/kg 61 75 140 < 50TRH C29-C36 50 mg/kg 87 81 230 71TRH C10-36 (Total) 50 mg/kg 148 179 370 71BTEXBenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Toluene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Ethylbenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1m&p-Xylenes 0.2 mg/kg < 0.2 < 0.2 < 0.2 < 0.2o-Xylene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Xylenes - Total 0.3 mg/kg < 0.3 < 0.3 < 0.3 < 0.34-Bromofluorobenzene (surr.) 1 % 85 79 78 86
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 19 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH23-0.3-0.4 SoilS18-My24990May 17, 2018
BH24-0.0-0.1 SoilS18-My24991May 17, 2018
BH25-0.0-0.1 SoilS18-My24992May 17, 2018
DUP01SoilS18-My24994 May 15, 2018
Polycyclic Aromatic HydrocarbonsBenzo(a)pyrene TEQ (lower bound) * 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene TEQ (medium bound) * 0.5 mg/kg 0.6 0.6 0.6 0.6Benzo(a)pyrene TEQ (upper bound) * 0.5 mg/kg 1.2 1.2 1.2 1.2Acenaphthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Acenaphthylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benz(a)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(a)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(b&j)fluorantheneN07 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(g.h.i)perylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Benzo(k)fluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Chrysene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Dibenz(a.h)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Fluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Fluorene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Indeno(1.2.3-cd)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Naphthalene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Phenanthrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5Total PAH* 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.52-Fluorobiphenyl (surr.) 1 % 83 84 86 87p-Terphenyl-d14 (surr.) 1 % 71 75 70 76Organochlorine PesticidesChlordanes - Total 0.1 mg/kg < 0.1 < 0.1 < 0.1 -4.4'-DDD 0.05 mg/kg < 0.05 < 0.05 < 0.05 -4.4'-DDE 0.05 mg/kg < 0.05 < 0.05 < 0.05 -4.4'-DDT 0.05 mg/kg < 0.05 < 0.05 < 0.05 -a-BHC 0.05 mg/kg < 0.05 < 0.05 < 0.05 -Aldrin 0.05 mg/kg < 0.05 < 0.05 < 0.05 -b-BHC 0.05 mg/kg < 0.05 < 0.05 < 0.05 -d-BHC 0.05 mg/kg < 0.05 < 0.05 < 0.05 -Dieldrin 0.05 mg/kg < 0.05 < 0.05 < 0.05 -Endosulfan I 0.05 mg/kg < 0.05 < 0.05 < 0.05 -Endosulfan II 0.05 mg/kg < 0.05 < 0.05 < 0.05 -Endosulfan sulphate 0.05 mg/kg < 0.05 < 0.05 < 0.05 -Endrin 0.05 mg/kg < 0.05 < 0.05 < 0.05 -Endrin aldehyde 0.05 mg/kg < 0.05 < 0.05 < 0.05 -Endrin ketone 0.05 mg/kg < 0.05 < 0.05 < 0.05 -g-BHC (Lindane) 0.05 mg/kg < 0.05 < 0.05 < 0.05 -Heptachlor 0.05 mg/kg < 0.05 < 0.05 < 0.05 -Heptachlor epoxide 0.05 mg/kg < 0.05 < 0.05 < 0.05 -Hexachlorobenzene 0.05 mg/kg < 0.05 < 0.05 < 0.05 -Methoxychlor 0.05 mg/kg < 0.05 < 0.05 < 0.05 -Toxaphene 1 mg/kg < 1 < 1 < 1 -Aldrin and Dieldrin (Total)* 0.05 mg/kg < 0.05 < 0.05 < 0.05 -DDT + DDE + DDD (Total)* 0.05 mg/kg < 0.05 < 0.05 < 0.05 -Vic EPA IWRG 621 OCP (Total)* 0.1 mg/kg < 0.1 < 0.1 < 0.1 -Vic EPA IWRG 621 Other OCP (Total)* 0.1 mg/kg < 0.1 < 0.1 < 0.1 -Dibutylchlorendate (surr.) 1 % 102 136 118 -Tetrachloro-m-xylene (surr.) 1 % 58 85 80 -
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 20 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
BH23-0.3-0.4 SoilS18-My24990May 17, 2018
BH24-0.0-0.1 SoilS18-My24991May 17, 2018
BH25-0.0-0.1 SoilS18-My24992May 17, 2018
DUP01SoilS18-My24994 May 15, 2018
Polychlorinated BiphenylsAroclor-1016 0.1 mg/kg < 0.1 < 0.1 < 0.1 -Aroclor-1221 0.1 mg/kg < 0.1 < 0.1 < 0.1 -Aroclor-1232 0.1 mg/kg < 0.1 < 0.1 < 0.1 -Aroclor-1242 0.1 mg/kg < 0.1 < 0.1 < 0.1 -Aroclor-1248 0.1 mg/kg < 0.1 < 0.1 < 0.1 -Aroclor-1254 0.1 mg/kg < 0.1 < 0.1 < 0.1 -Aroclor-1260 0.1 mg/kg < 0.1 < 0.1 < 0.1 -Total PCB* 0.1 mg/kg < 0.1 < 0.1 < 0.1 -Dibutylchlorendate (surr.) 1 % 102 136 118 -Tetrachloro-m-xylene (surr.) 1 % 58 85 80 -Heavy MetalsArsenic 2 mg/kg 28 10 5.3 -Cadmium 0.4 mg/kg < 0.4 < 0.4 < 0.4 -Chromium 5 mg/kg 29 16 12 -Copper 5 mg/kg 32 32 43 -Lead 5 mg/kg 32 31 62 14Mercury 0.1 mg/kg 0.4 < 0.1 < 0.1 -Nickel 5 mg/kg 8.7 6.9 10 -Zinc 5 mg/kg 62 57 300 -
% Moisture 1 % 7.4 9.6 7.9 7.5
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
DUP02SoilS18-My24995 May 16, 2018
DUP3SoilS18-My24996 May 16, 2018
DUP4SoilS18-My24997 May 16, 2018
TB1SoilS18-My24998 May 15, 2018
Total Recoverable Hydrocarbons - 2013 NEPM FractionsNaphthaleneN02 0.5 mg/kg < 0.5 < 0.5 < 0.5 < 0.5TRH C6-C10 20 mg/kg < 20 < 20 < 20 < 20TRH C6-C10 less BTEX (F1)N04 20 mg/kg < 20 < 20 < 20 < 20TRH >C10-C16 50 mg/kg < 50 81 < 50 -TRH >C10-C16 less Naphthalene (F2)N01 50 mg/kg < 50 81 < 50 -TRH >C16-C34 100 mg/kg 130 270 110 -TRH >C34-C40 100 mg/kg < 100 110 < 100 -Total Recoverable Hydrocarbons - 1999 NEPM FractionsTRH C6-C9 20 mg/kg < 20 < 20 < 20 < 20TRH C10-C14 20 mg/kg < 20 34 < 20 -TRH C15-C28 50 mg/kg 130 230 73 -TRH C29-C36 50 mg/kg 82 170 76 -TRH C10-36 (Total) 50 mg/kg 212 434 149 -BTEXBenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Toluene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Ethylbenzene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1m&p-Xylenes 0.2 mg/kg < 0.2 < 0.2 < 0.2 < 0.2o-Xylene 0.1 mg/kg < 0.1 < 0.1 < 0.1 < 0.1Xylenes - Total 0.3 mg/kg < 0.3 < 0.3 < 0.3 < 0.34-Bromofluorobenzene (surr.) 1 % 74 75 115 122
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 21 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
DUP02SoilS18-My24995 May 16, 2018
DUP3SoilS18-My24996 May 16, 2018
DUP4SoilS18-My24997 May 16, 2018
TB1SoilS18-My24998 May 15, 2018
Halogenated Volatile Organics1.1-Dichloroethane 0.5 mg/kg - - < 0.5 -1.1-Dichloroethene 0.5 mg/kg - - < 0.5 -1.1.1-Trichloroethane 0.5 mg/kg - - < 0.5 -1.1.1.2-Tetrachloroethane 0.5 mg/kg - - < 0.5 -1.1.2-Trichloroethane 0.5 mg/kg - - < 0.5 -1.1.2.2-Tetrachloroethane 0.5 mg/kg - - < 0.5 -1.2-Dibromoethane 0.5 mg/kg - - < 0.5 -1.2-Dichlorobenzene 0.5 mg/kg - - < 0.5 -1.2-Dichloroethane 0.5 mg/kg - - < 0.5 -1.2-Dichloropropane 0.5 mg/kg - - < 0.5 -1.2.3-Trichloropropane 0.5 mg/kg - - < 0.5 -1.3-Dichlorobenzene 0.5 mg/kg - - < 0.5 -1.3-Dichloropropane 0.5 mg/kg - - < 0.5 -1.4-Dichlorobenzene 0.5 mg/kg - - < 0.5 -Bromodichloromethane 0.5 mg/kg - - < 0.5 -Bromoform 0.5 mg/kg - - < 0.5 -Bromomethane 0.5 mg/kg - - < 0.5 -Carbon Tetrachloride 0.5 mg/kg - - < 0.5 -Chlorobenzene 0.5 mg/kg - - < 0.5 -Chloroform 0.5 mg/kg - - < 0.5 -Chloromethane 0.5 mg/kg - - < 0.5 -cis-1.2-Dichloroethene 0.5 mg/kg - - < 0.5 -cis-1.3-Dichloropropene 0.5 mg/kg - - < 0.5 -Dibromochloromethane 0.5 mg/kg - - < 0.5 -Dibromomethane 0.5 mg/kg - - < 0.5 -Iodomethane 0.5 mg/kg - - < 0.5 -Methylene Chloride 0.5 mg/kg - - < 0.5 -Tetrachloroethene 0.5 mg/kg - - < 0.5 -trans-1.2-Dichloroethene 0.5 mg/kg - - < 0.5 -trans-1.3-Dichloropropene 0.5 mg/kg - - < 0.5 -Trichloroethene 0.5 mg/kg - - < 0.5 -Trichlorofluoromethane 0.5 mg/kg - - < 0.5 -Vinyl chloride 0.5 mg/kg - - < 0.5 -Vic EPA IWRG 621 CHC (Total)* 0.5 mg/kg - - < 0.5 -Vic EPA IWRG 621 Other CHC (Total)* 0.5 mg/kg - - < 0.5 -4-Bromofluorobenzene (surr.) 1 % - - 115 -Toluene-d8 (surr.) 1 % - - 87 -Polycyclic Aromatic HydrocarbonsBenzo(a)pyrene TEQ (lower bound) * 0.5 mg/kg < 0.5 < 0.5 < 0.5 -Benzo(a)pyrene TEQ (medium bound) * 0.5 mg/kg 0.6 0.6 0.6 -Benzo(a)pyrene TEQ (upper bound) * 0.5 mg/kg 1.2 1.2 1.2 -Acenaphthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 -Acenaphthylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 -Anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 -Benz(a)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 -Benzo(a)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 -Benzo(b&j)fluorantheneN07 0.5 mg/kg < 0.5 < 0.5 < 0.5 -Benzo(g.h.i)perylene 0.5 mg/kg < 0.5 < 0.5 < 0.5 -Benzo(k)fluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 -
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 22 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
DUP02SoilS18-My24995 May 16, 2018
DUP3SoilS18-My24996 May 16, 2018
DUP4SoilS18-My24997 May 16, 2018
TB1SoilS18-My24998 May 15, 2018
Polycyclic Aromatic HydrocarbonsChrysene 0.5 mg/kg < 0.5 < 0.5 < 0.5 -Dibenz(a.h)anthracene 0.5 mg/kg < 0.5 < 0.5 < 0.5 -Fluoranthene 0.5 mg/kg < 0.5 < 0.5 < 0.5 -Fluorene 0.5 mg/kg < 0.5 < 0.5 < 0.5 -Indeno(1.2.3-cd)pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 -Naphthalene 0.5 mg/kg < 0.5 < 0.5 < 0.5 -Phenanthrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 -Pyrene 0.5 mg/kg < 0.5 < 0.5 < 0.5 -Total PAH* 0.5 mg/kg < 0.5 < 0.5 < 0.5 -2-Fluorobiphenyl (surr.) 1 % 85 83 92 -p-Terphenyl-d14 (surr.) 1 % 73 70 80 -Organochlorine PesticidesChlordanes - Total 0.1 mg/kg - - < 0.1 -4.4'-DDD 0.05 mg/kg - - < 0.05 -4.4'-DDE 0.05 mg/kg - - < 0.05 -4.4'-DDT 0.05 mg/kg - - < 0.05 -a-BHC 0.05 mg/kg - - < 0.05 -Aldrin 0.05 mg/kg - - < 0.05 -b-BHC 0.05 mg/kg - - < 0.05 -d-BHC 0.05 mg/kg - - < 0.05 -Dieldrin 0.05 mg/kg - - < 0.05 -Endosulfan I 0.05 mg/kg - - < 0.05 -Endosulfan II 0.05 mg/kg - - < 0.05 -Endosulfan sulphate 0.05 mg/kg - - < 0.05 -Endrin 0.05 mg/kg - - < 0.05 -Endrin aldehyde 0.05 mg/kg - - < 0.05 -Endrin ketone 0.05 mg/kg - - < 0.05 -g-BHC (Lindane) 0.05 mg/kg - - < 0.05 -Heptachlor 0.05 mg/kg - - < 0.05 -Heptachlor epoxide 0.05 mg/kg - - < 0.05 -Hexachlorobenzene 0.05 mg/kg - - < 0.05 -Methoxychlor 0.05 mg/kg - - < 0.05 -Toxaphene 1 mg/kg - - < 1 -Aldrin and Dieldrin (Total)* 0.05 mg/kg - - < 0.05 -DDT + DDE + DDD (Total)* 0.05 mg/kg - - < 0.05 -Vic EPA IWRG 621 OCP (Total)* 0.1 mg/kg - - < 0.1 -Vic EPA IWRG 621 Other OCP (Total)* 0.1 mg/kg - - < 0.1 -Dibutylchlorendate (surr.) 1 % - - 139 -Tetrachloro-m-xylene (surr.) 1 % - - 89 -Polychlorinated BiphenylsAroclor-1016 0.1 mg/kg - - < 0.1 -Aroclor-1221 0.1 mg/kg - - < 0.1 -Aroclor-1232 0.1 mg/kg - - < 0.1 -Aroclor-1242 0.1 mg/kg - - < 0.1 -Aroclor-1248 0.1 mg/kg - - < 0.1 -Aroclor-1254 0.1 mg/kg - - < 0.1 -Aroclor-1260 0.1 mg/kg - - < 0.1 -Total PCB* 0.1 mg/kg - - < 0.1 -Dibutylchlorendate (surr.) 1 % - - 139 -Tetrachloro-m-xylene (surr.) 1 % - - 89 -
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
R20TS1SoilS18-My24999 May 15, 2018
BH18-0.4-0.5 SoilS18-My25006May 16, 2018
Total Recoverable Hydrocarbons - 2013 NEPM FractionsNaphthaleneN02 0.5 mg/kg 95 < 0.5TRH C6-C10 20 mg/kg 100 < 20TRH C6-C10 less BTEX (F1)N04 20 mg/kg - < 20TRH >C10-C16 50 mg/kg - < 50TRH >C10-C16 less Naphthalene (F2)N01 50 mg/kg - < 50TRH >C16-C34 100 mg/kg - 130TRH >C34-C40 100 mg/kg - < 100Total Recoverable Hydrocarbons - 1999 NEPM FractionsTRH C6-C9 20 mg/kg 100 < 20TRH C10-C14 20 mg/kg - < 20TRH C15-C28 50 mg/kg - 81TRH C29-C36 50 mg/kg - 94TRH C10-36 (Total) 50 mg/kg - 175BTEXBenzene 0.1 mg/kg 100 < 0.1Toluene 0.1 mg/kg 98 < 0.1Ethylbenzene 0.1 mg/kg 100 < 0.1m&p-Xylenes 0.2 mg/kg 100 < 0.2o-Xylene 0.1 mg/kg 100 < 0.1Xylenes - Total 0.3 mg/kg 100 < 0.34-Bromofluorobenzene (surr.) 1 % 121 72Polycyclic Aromatic HydrocarbonsBenzo(a)pyrene TEQ (lower bound) * 0.5 mg/kg - < 0.5Benzo(a)pyrene TEQ (medium bound) * 0.5 mg/kg - 0.6Benzo(a)pyrene TEQ (upper bound) * 0.5 mg/kg - 1.2Acenaphthene 0.5 mg/kg - < 0.5Acenaphthylene 0.5 mg/kg - < 0.5Anthracene 0.5 mg/kg - < 0.5Benz(a)anthracene 0.5 mg/kg - < 0.5Benzo(a)pyrene 0.5 mg/kg - < 0.5Benzo(b&j)fluorantheneN07 0.5 mg/kg - < 0.5Benzo(g.h.i)perylene 0.5 mg/kg - < 0.5Benzo(k)fluoranthene 0.5 mg/kg - < 0.5Chrysene 0.5 mg/kg - < 0.5Dibenz(a.h)anthracene 0.5 mg/kg - < 0.5Fluoranthene 0.5 mg/kg - < 0.5Fluorene 0.5 mg/kg - < 0.5Indeno(1.2.3-cd)pyrene 0.5 mg/kg - < 0.5
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400Page 23 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
DUP02SoilS18-My24995 May 16, 2018
DUP3SoilS18-My24996 May 16, 2018
DUP4SoilS18-My24997 May 16, 2018
TB1SoilS18-My24998 May 15, 2018
Heavy MetalsLead 5 mg/kg 17 26 - -
% Moisture 1 % 23 21 15 -
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
R20TS1SoilS18-My24999 May 15, 2018
BH18-0.4-0.5 SoilS18-My25006May 16, 2018
Polycyclic Aromatic HydrocarbonsNaphthalene 0.5 mg/kg - < 0.5Phenanthrene 0.5 mg/kg - < 0.5Pyrene 0.5 mg/kg - < 0.5Total PAH* 0.5 mg/kg - < 0.52-Fluorobiphenyl (surr.) 1 % - 98p-Terphenyl-d14 (surr.) 1 % - 85Organochlorine PesticidesChlordanes - Total 0.1 mg/kg - < 0.14.4'-DDD 0.05 mg/kg - < 0.054.4'-DDE 0.05 mg/kg - < 0.054.4'-DDT 0.05 mg/kg - < 0.05a-BHC 0.05 mg/kg - < 0.05Aldrin 0.05 mg/kg - < 0.05b-BHC 0.05 mg/kg - < 0.05d-BHC 0.05 mg/kg - < 0.05Dieldrin 0.05 mg/kg - < 0.05Endosulfan I 0.05 mg/kg - < 0.05Endosulfan II 0.05 mg/kg - < 0.05Endosulfan sulphate 0.05 mg/kg - < 0.05Endrin 0.05 mg/kg - < 0.05Endrin aldehyde 0.05 mg/kg - < 0.05Endrin ketone 0.05 mg/kg - < 0.05g-BHC (Lindane) 0.05 mg/kg - < 0.05Heptachlor 0.05 mg/kg - < 0.05Heptachlor epoxide 0.05 mg/kg - < 0.05Hexachlorobenzene 0.05 mg/kg - < 0.05Methoxychlor 0.05 mg/kg - < 0.05Toxaphene 1 mg/kg - < 1Aldrin and Dieldrin (Total)* 0.05 mg/kg - < 0.05DDT + DDE + DDD (Total)* 0.05 mg/kg - < 0.05Vic EPA IWRG 621 OCP (Total)* 0.1 mg/kg - < 0.1Vic EPA IWRG 621 Other OCP (Total)* 0.1 mg/kg - < 0.1Dibutylchlorendate (surr.) 1 % - 121Tetrachloro-m-xylene (surr.) 1 % - 82Polychlorinated BiphenylsAroclor-1016 0.1 mg/kg - < 0.1Aroclor-1221 0.1 mg/kg - < 0.1Aroclor-1232 0.1 mg/kg - < 0.1Aroclor-1242 0.1 mg/kg - < 0.1Aroclor-1248 0.1 mg/kg - < 0.1Aroclor-1254 0.1 mg/kg - < 0.1Aroclor-1260 0.1 mg/kg - < 0.1Total PCB* 0.1 mg/kg - < 0.1Dibutylchlorendate (surr.) 1 % - 121Tetrachloro-m-xylene (surr.) 1 % - 82
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400Page 24 of 48
Report Number: 599119-S
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
R20TS1SoilS18-My24999 May 15, 2018
BH18-0.4-0.5 SoilS18-My25006May 16, 2018
Heavy MetalsArsenic 2 mg/kg - 9.8Cadmium 0.4 mg/kg - < 0.4Chromium 5 mg/kg - 15Copper 5 mg/kg - 36Lead 5 mg/kg - 33Mercury 0.1 mg/kg - < 0.1Nickel 5 mg/kg - 12Zinc 5 mg/kg - 97
% Moisture 1 % - 7.2
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400Page 25 of 48
Report Number: 599119-S
Sample HistoryWhere samples are submitted/analysed over several days, the last date of extraction and analysis is reported.A recent review of our LIMS has resulted in the correction or clarification of some method identifications. Due to this, some of the method reference information on reports has changed. However,no substantive change has been made to our laboratory methods, and as such there is no change in the validity of current or previous results (regarding both quality and NATA accreditation).
If the date and time of sampling are not provided, the Laboratory will not be responsible for compromised results should testing be performed outside the recommended holding time.
Description Testing Site Extracted Holding TimeTotal Recoverable Hydrocarbons - 2013 NEPM Fractions Melbourne May 23, 2018 14 Day
- Method: TRH C6-C40 - LTM-ORG-2010
Total Recoverable Hydrocarbons Sydney May 25, 2018 14 Day- Method: TRH C6-C40 - LTM-ORG-2010
Total Recoverable Hydrocarbons - 1999 NEPM Fractions Sydney May 25, 2018 14 Day- Method: TRH C6-C36 - LTM-ORG-2010
BTEX Sydney May 25, 2018 14 Day- Method: TRH C6-C40 - LTM-ORG-2010
Eurofins | mgt Suite B4Total Recoverable Hydrocarbons - 2013 NEPM Fractions Melbourne May 23, 2018 14 Day
- Method: TRH C6-C40 - LTM-ORG-2010
Polycyclic Aromatic Hydrocarbons Melbourne May 23, 2018 14 Day- Method: LTM-ORG-2130 PAH and Phenols in Soil and Water
Halogenated Volatile Organics Melbourne May 23, 2018 7 Day- Method: USEPA 8260 MGT 350A Halogenated Volatile Organics
Organochlorine Pesticides Melbourne May 23, 2018 14 Day- Method: LTM-ORG-2220 OCP & PCB in Soil and Water
Polychlorinated Biphenyls Melbourne May 23, 2018 28 Days- Method: LTM-ORG-2220 OCP & PCB in Soil and Water
Metals M8 Melbourne May 23, 2018 28 Days- Method: LTM-MET-3040 Metals in Waters, Soils & Sediments by ICP-MS
Heavy Metals Melbourne May 23, 2018 180 Day- Method: LTM-MET-3040 Metals in Waters Solids Soils & Sediments by ICP-MS
% Moisture Melbourne May 21, 2018 14 Day- Method: LTM-GEN-7080 Moisture
Date Reported: May 28, 2018
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 26 of 48
Report Number: 599119-S
ABN– 50 005 085 521e.mail : [email protected] : www.eurofins.com.au
Melbourne2-5 Kingston Town CloseOakleigh VIC 3166Phone : +61 3 8564 5000NATA # 1261Site # 1254 & 14271
SydneyUnit F3, Building F16 Mars RoadLane Cove West NSW 2066Phone : +61 2 9900 8400NATA # 1261 Site # 18217
Brisbane1/21 Smallwood PlaceMurarrie QLD 4172Phone : +61 7 3902 4600NATA # 1261 Site # 20794
Perth2/91 Leach HighwayKewdale WA 6105Phone : +61 8 9251 9600NATA # 1261Site # 23736
.Company Name: Coffey Environments Pty Ltd NSW Order No.: Received: May 19, 2018 12:15 PMAddress: Level 20, Tower B, Citadel Tower 799 Pacific Highway Report #: 599119 Due: May 28, 2018
Chatswood Phone: +61 2 9406 1000 Priority: 5 DayNSW 2067 Fax: +61 2 9406 1004 Contact Name: David McFadden
Project Name: MULGOA RD UPGRADEProject ID: SYDEN214564
Eurofins | mgt Analytical Services Manager : Nibha Vaidya
Sample Detail
Date Reported:May 28, 2018
Page 27 of 48
Report Number: 599119-S
Melbourne Laboratory - NATA Site # 1254 & 14271 X X X X X X X X
Sydney Laboratory - NATA Site # 18217 X X X X X
Brisbane Laboratory - NATA Site # 20794Perth Laboratory - NATA Site # 23736External LaboratoryNo Sample ID Sample Date Sampling
TimeMatrix LAB ID
1 BH1-0.0-0.1 May 15, 2018 Soil S18-My24949 X X X
2 BH1-0.5-0.6 May 15, 2018 Soil S18-My24950 X X X
3 BH2-0.0-0.1 May 15, 2018 Soil S18-My24951 X X X
4 BH2-0.5-0.6 May 15, 2018 Soil S18-My24952 X X X
5 BH3-0.0-0.1 May 15, 2018 Soil S18-My24953 X X X
6 BH4-0.0-0.1 May 15, 2018 Soil S18-My24954 X X X
7 BH4-0.4-0.5 May 15, 2018 Soil S18-My24955 X X X
8 BH5-0.0-0.1 May 15, 2018 Soil S18-My24956 X X X X
9 BH5-0.3-0.4 May 15, 2018 Soil S18-My24957 X X X X
BT
EX
N and V
olatile TR
H
Eurofins | m
gt Suite B
4
Moisture S
et
Halogenated V
olatile Organics
Metals M
8
Polychlorinated B
iphenyls
Organochlorine P
esticides
Lead
HO
LD
Asbestos A
bsence /Presence
Asbestos - A
S4964
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
ABN : 50 005 085 521 Telephone: +61 2 9900 8400
ABN– 50 005 085 521e.mail : [email protected] : www.eurofins.com.au
Melbourne2-5 Kingston Town CloseOakleigh VIC 3166Phone : +61 3 8564 5000NATA # 1261Site # 1254 & 14271
SydneyUnit F3, Building F16 Mars RoadLane Cove West NSW 2066Phone : +61 2 9900 8400NATA # 1261 Site # 18217
Brisbane1/21 Smallwood PlaceMurarrie QLD 4172Phone : +61 7 3902 4600NATA # 1261 Site # 20794
Perth2/91 Leach HighwayKewdale WA 6105Phone : +61 8 9251 9600NATA # 1261Site # 23736
Company Name: Coffey Environments Pty Ltd NSW Order No.: Received: May 19, 2018 12:15 PMAddress: Level 20, Tower B, Citadel Tower 799 Pacific Highway Report #: 599119 Due: May 28, 2018
Chatswood Phone: +61 2 9406 1000 Priority: 5 DayNSW 2067 Fax: +61 2 9406 1004 Contact Name: David McFadden
Project Name: MULGOA RD UPGRADEProject ID: SYDEN214564
Eurofins | mgt Analytical Services Manager : Nibha Vaidya
Sample Detail
Page 28 of 48
Report Number: 599119-S
Melbourne Laboratory - NATA Site # 1254 & 14271 X X X X X X X X
Sydney Laboratory - NATA Site # 18217 X X X X X
Brisbane Laboratory - NATA Site # 20794Perth Laboratory - NATA Site # 2373610 BH6-0.0-0.1 May 15, 2018 Soil S18-My24958 X X X X
11 BH7-0.0-0.1 May 15, 2018 Soil S18-My24959 X X X X
12 BH7-0.3-0.4 May 15, 2018 Soil S18-My24960 X X X X
13 BH8-0.0-0.1 May 15, 2018 Soil S18-My24961 X X X X
14 BH8-0.3-0.4 May 15, 2018 Soil S18-My24962 X X X X
15 BH9-0.0-0.1 May 15, 2018 Soil S18-My24963 X X X X
16 BH9-0.3-0.4 May 15, 2018 Soil S18-My24964 X X X X
17 BH10-0.0-0.1 May 15, 2018 Soil S18-My24965 X X X
18 BH10-0.2-0.3 May 15, 2018 Soil S18-My24966 X X X
19 BH11-0.0-0.1 May 16, 2018 Soil S18-My24967 X X X
20 BH11-0.3-0.4 May 16, 2018 Soil S18-My24968 X X X
21 BH12-0.0-0.1 May 16, 2018 Soil S18-My24969 X X X
BT
EX
N and V
olatile TR
H
Eurofins | m
gt Suite B
4
Moisture S
et
Halogenated V
olatile Organics
Metals M
8
Polychlorinated B
iphenyls
Organochlorine P
esticides
Lead
HO
LD
Asbestos A
bsence /Presence
Asbestos - A
S4964
ABN– 50 005 085 521e.mail : [email protected] : www.eurofins.com.au
Melbourne2-5 Kingston Town CloseOakleigh VIC 3166Phone : +61 3 8564 5000NATA # 1261Site # 1254 & 14271
SydneyUnit F3, Building F16 Mars RoadLane Cove West NSW 2066Phone : +61 2 9900 8400NATA # 1261 Site # 18217
Brisbane1/21 Smallwood PlaceMurarrie QLD 4172Phone : +61 7 3902 4600NATA # 1261 Site # 20794
Perth2/91 Leach HighwayKewdale WA 6105Phone : +61 8 9251 9600NATA # 1261Site # 23736
Company Name: Coffey Environments Pty Ltd NSW Order No.: Received: May 19, 2018 12:15 PMAddress: Level 20, Tower B, Citadel Tower 799 Pacific Highway Report #: 599119 Due: May 28, 2018
Chatswood Phone: +61 2 9406 1000 Priority: 5 DayNSW 2067 Fax: +61 2 9406 1004 Contact Name: David McFadden
Project Name: MULGOA RD UPGRADEProject ID: SYDEN214564
Eurofins | mgt Analytical Services Manager : Nibha Vaidya
Sample Detail
Page 29 of 48
Report Number: 599119-S
Melbourne Laboratory - NATA Site # 1254 & 14271 X X X X X X X X
Sydney Laboratory - NATA Site # 18217 X X X X X
Brisbane Laboratory - NATA Site # 20794Perth Laboratory - NATA Site # 2373622 BH12-0.3-0.4 May 16, 2018 Soil S18-My24970 X X X
23 BH13-0.0-0.1 May 16, 2018 Soil S18-My24971 X X X
24 BH14-0.0-0.1 May 16, 2018 Soil S18-My24972 X X X
25 BH14-0.3-0.4 May 16, 2018 Soil S18-My24973 X X X
26 BH15-0.0-0.1 May 16, 2018 Soil S18-My24974 X X X
27 BH16-0.0-0.1 May 16, 2018 Soil S18-My24975 X X X X X X
28 BH16-0.2-0.3 May 16, 2018 Soil S18-My24976 X X X X X X
29 BH17-0.0-0.1 May 16, 2018 Soil S18-My24977 X X X X X X
30 BH17-0.3-0.4 May 16, 2018 Soil S18-My24978 X X X X X X
31 BH18-0.0-0.1 May 16, 2018 Soil S18-My24979 X X X X X X
32 BH18-0.4-0.5 May 16, 2018 Soil S18-My24980 X
33 BH19-0.0-0.1 May 16, 2018 Soil S18-My24981 X X X X X X
BT
EX
N and V
olatile TR
H
Eurofins | m
gt Suite B
4
Moisture S
et
Halogenated V
olatile Organics
Metals M
8
Polychlorinated B
iphenyls
Organochlorine P
esticides
Lead
HO
LD
Asbestos A
bsence /Presence
Asbestos - A
S4964
ABN– 50 005 085 521e.mail : [email protected] : www.eurofins.com.au
Melbourne2-5 Kingston Town CloseOakleigh VIC 3166Phone : +61 3 8564 5000NATA # 1261Site # 1254 & 14271
SydneyUnit F3, Building F16 Mars RoadLane Cove West NSW 2066Phone : +61 2 9900 8400NATA # 1261 Site # 18217
Brisbane1/21 Smallwood PlaceMurarrie QLD 4172Phone : +61 7 3902 4600NATA # 1261 Site # 20794
Perth2/91 Leach HighwayKewdale WA 6105Phone : +61 8 9251 9600NATA # 1261Site # 23736
Company Name: Coffey Environments Pty Ltd NSW Order No.: Received: May 19, 2018 12:15 PMAddress: Level 20, Tower B, Citadel Tower 799 Pacific Highway Report #: 599119 Due: May 28, 2018
Chatswood Phone: +61 2 9406 1000 Priority: 5 DayNSW 2067 Fax: +61 2 9406 1004 Contact Name: David McFadden
Project Name: MULGOA RD UPGRADEProject ID: SYDEN214564
Eurofins | mgt Analytical Services Manager : Nibha Vaidya
Sample Detail
Page 30 of 48
Report Number: 599119-S
Melbourne Laboratory - NATA Site # 1254 & 14271 X X X X X X X X
Sydney Laboratory - NATA Site # 18217 X X X X X
Brisbane Laboratory - NATA Site # 20794Perth Laboratory - NATA Site # 2373634 BH19-0.3-0.4 May 16, 2018 Soil S18-My24982 X X X X X X
35 BH20-0.0-0.1 May 16, 2018 Soil S18-My24983 X X X X X X
36 BH20-0.3-0.4 May 16, 2018 Soil S18-My24984 X X X X X X
37 BH21-0.0-0.1 May 17, 2018 Soil S18-My24985 X X X X X X
38 BH21-0.2-0.3 May 17, 2018 Soil S18-My24986 X X X X X X
39 BH22-0.0-0.1 May 17, 2018 Soil S18-My24987 X X X X X X
40 BH22-0.3-0.4 May 17, 2018 Soil S18-My24988 X X X X X X
41 BH23-0.0-0.1 May 17, 2018 Soil S18-My24989 X X X X X X
42 BH23-0.3-0.4 May 17, 2018 Soil S18-My24990 X X X X X X
43 BH24-0.0-0.1 May 17, 2018 Soil S18-My24991 X X X X X X
44 BH25-0.0-0.1 May 17, 2018 Soil S18-My24992 X X X X X X
45 PIPE May 16, 2018 Building S18-My24993 X
BT
EX
N and V
olatile TR
H
Eurofins | m
gt Suite B
4
Moisture S
et
Halogenated V
olatile Organics
Metals M
8
Polychlorinated B
iphenyls
Organochlorine P
esticides
Lead
HO
LD
Asbestos A
bsence /Presence
Asbestos - A
S4964
ABN– 50 005 085 521e.mail : [email protected] : www.eurofins.com.au
Melbourne2-5 Kingston Town CloseOakleigh VIC 3166Phone : +61 3 8564 5000NATA # 1261Site # 1254 & 14271
SydneyUnit F3, Building F16 Mars RoadLane Cove West NSW 2066Phone : +61 2 9900 8400NATA # 1261 Site # 18217
Brisbane1/21 Smallwood PlaceMurarrie QLD 4172Phone : +61 7 3902 4600NATA # 1261 Site # 20794
Perth2/91 Leach HighwayKewdale WA 6105Phone : +61 8 9251 9600NATA # 1261Site # 23736
Company Name: Coffey Environments Pty Ltd NSW Order No.: Received: May 19, 2018 12:15 PMAddress: Level 20, Tower B, Citadel Tower 799 Pacific Highway Report #: 599119 Due: May 28, 2018
Chatswood Phone: +61 2 9406 1000 Priority: 5 DayNSW 2067 Fax: +61 2 9406 1004 Contact Name: David McFadden
Project Name: MULGOA RD UPGRADEProject ID: SYDEN214564
Eurofins | mgt Analytical Services Manager : Nibha Vaidya
Sample Detail
Page 31 of 48
Report Number: 599119-S
Melbourne Laboratory - NATA Site # 1254 & 14271 X X X X X X X X
Sydney Laboratory - NATA Site # 18217 X X X X X
Brisbane Laboratory - NATA Site # 20794Perth Laboratory - NATA Site # 23736
Materials46 DUP01 May 15, 2018 Soil S18-My24994 X X X
47 DUP02 May 16, 2018 Soil S18-My24995 X X X
48 DUP3 May 16, 2018 Soil S18-My24996 X X X
49 DUP4 May 16, 2018 Soil S18-My24997 X X X X X
50 TB1 May 15, 2018 Soil S18-My24998 X
51 TS1 May 15, 2018 Soil S18-My24999 X
52 TRIP SPIKE LAB
May 15, 2018 Soil S18-My25000 X
53 RINSATE 1 May 15, 2018 Water S18-My25001 X X
54 RINSATE 2 May 16, 2018 Water S18-My25002 X X
55 RINSATE 3 May 17, 2018 Water S18-My25003 X X
BT
EX
N and V
olatile TR
H
Eurofins | m
gt Suite B
4
Moisture S
et
Halogenated V
olatile Organics
Metals M
8
Polychlorinated B
iphenyls
Organochlorine P
esticides
Lead
HO
LD
Asbestos A
bsence /Presence
Asbestos - A
S4964
ABN– 50 005 085 521e.mail : [email protected] : www.eurofins.com.au
Melbourne2-5 Kingston Town CloseOakleigh VIC 3166Phone : +61 3 8564 5000NATA # 1261Site # 1254 & 14271
SydneyUnit F3, Building F16 Mars RoadLane Cove West NSW 2066Phone : +61 2 9900 8400NATA # 1261 Site # 18217
Brisbane1/21 Smallwood PlaceMurarrie QLD 4172Phone : +61 7 3902 4600NATA # 1261 Site # 20794
Perth2/91 Leach HighwayKewdale WA 6105Phone : +61 8 9251 9600NATA # 1261Site # 23736
Company Name: Coffey Environments Pty Ltd NSW Order No.: Received: May 19, 2018 12:15 PMAddress: Level 20, Tower B, Citadel Tower 799 Pacific Highway Report #: 599119 Due: May 28, 2018
Chatswood Phone: +61 2 9406 1000 Priority: 5 DayNSW 2067 Fax: +61 2 9406 1004 Contact Name: David McFadden
Project Name: MULGOA RD UPGRADEProject ID: SYDEN214564
Eurofins | mgt Analytical Services Manager : Nibha Vaidya
Sample Detail
Page 32 of 48
Report Number: 599119-S
Melbourne Laboratory - NATA Site # 1254 & 14271 X X X X X X X X
Sydney Laboratory - NATA Site # 18217 X X X X X
Brisbane Laboratory - NATA Site # 20794Perth Laboratory - NATA Site # 2373656 BH1-0.7-0.8 May 15, 2018 Soil S18-My25005 X
57 BH18-0.4-0.5 May 16, 2018 Soil S18-My25006 X X X X X X
Test Counts 19 1 1 29 19 19 21 10 48 51 3
BT
EX
N and V
olatile TR
H
Eurofins | m
gt Suite B
4
Moisture S
et
Halogenated V
olatile Organics
Metals M
8
Polychlorinated B
iphenyls
Organochlorine P
esticides
Lead
HO
LD
Asbestos A
bsence /Presence
Asbestos - A
S4964
Internal Quality Control Review and Glossary
General1. Laboratory QC results for Method Blanks, Duplicates, Matrix Spikes, and Laboratory Control Samples are included in this QC report where applicable. Additional QC data may be available on
request.
2. All soil results are reported on a dry basis, unless otherwise stated.
3. All biota/food results are reported on a wet weight basis on the edible portion, unless otherwise stated.
4. Actual LORs are matrix dependant. Quoted LORs may be raised where sample extracts are diluted due to interferences.
5. Results are uncorrected for matrix spikes or surrogate recoveries except for PFAS compounds.
6. SVOC analysis on waters are performed on homogenised, unfiltered samples, unless noted otherwise.
7. Samples were analysed on an 'as received' basis.
8. This report replaces any interim results previously issued.
Holding TimesPlease refer to 'Sample Preservation and Container Guide' for holding times (QS3001).
For samples received on the last day of holding time, notification of testing requirements should have been received at least 6 hours prior to sample receipt deadlines as stated on the SRA.
If the Laboratory did not receive the information in the required timeframe, and regardless of any other integrity issues, suitably qualified results may still be reported.
Holding times apply from the date of sampling, therefore compliance to these may be outside the laboratory's control.
For VOCs containing vinyl chloride, styrene and 2-chloroethyl vinyl ether the holding time is 7 days however for all other VOCs such as BTEX or C6-10 TRH then the holding time is 14 days.
**NOTE: pH duplicates are reported as a range NOT as RPD
Unitsmg/kg: milligrams per kilogram mg/L: milligrams per litre ug/L: micrograms per litre
ppm: Parts per million ppb: Parts per billion %: Percentage
org/100mL: Organisms per 100 millilitres NTU: Nephelometric Turbidity Units MPN/100mL: Most Probable Number of organisms per 100 millilitres
TermsDry Where a moisture has been determined on a solid sample the result is expressed on a dry basis.
LOR Limit of Reporting.
SPIKE Addition of the analyte to the sample and reported as percentage recovery.
RPD Relative Percent Difference between two Duplicate pieces of analysis.
LCS Laboratory Control Sample - reported as percent recovery.
CRM Certified Reference Material - reported as percent recovery.
Method Blank In the case of solid samples these are performed on laboratory certified clean sands and in the case of water samples these are performed on de-ionised water.
Surr - Surrogate The addition of a like compound to the analyte target and reported as percentage recovery.
Duplicate A second piece of analysis from the same sample and reported in the same units as the result to show comparison.
USEPA United States Environmental Protection Agency
APHA American Public Health Association
TCLP Toxicity Characteristic Leaching Procedure
COC Chain of Custody
SRA Sample Receipt Advice
QSM Quality Systems Manual ver 5.1 US Department of Defense
CP Client Parent - QC was performed on samples pertaining to this report
NCP Non-Client Parent - QC performed on samples not pertaining to this report, QC is representative of the sequence or batch that client samples were analysed within.
TEQ Toxic Equivalency Quotient
QC - Acceptance CriteriaRPD Duplicates: Global RPD Duplicates Acceptance Criteria is 30% however the following acceptance guidelines are equally applicable:
Results <10 times the LOR : No Limit
Results between 10-20 times the LOR : RPD must lie between 0-50%
Results >20 times the LOR : RPD must lie between 0-30%
Surrogate Recoveries: Recoveries must lie between 50-150%-Phenols & PFASs
PFAS field samples that contain surrogate recoveries in excess of the QC limit designated in QSM 5.1 where no positive PFAS results have been reported have been reviewed and no data wasaffected.
QC Data General Comments1. Where a result is reported as a less than (<), higher than the nominated LOR, this is due to either matrix interference, extract dilution required due to interferences or contaminant levels within
the sample, high moisture content or insufficient sample provided.
2. Duplicate data shown within this report that states the word "BATCH" is a Batch Duplicate from outside of your sample batch, but within the laboratory sample batch at a 1:10 ratio. The Parentand Duplicate data shown is not data from your samples.
3. Organochlorine Pesticide analysis - where reporting LCS data, Toxaphene & Chlordane are not added to the LCS.
4. Organochlorine Pesticide analysis - where reporting Spike data, Toxaphene is not added to the Spike.
5. Total Recoverable Hydrocarbons - where reporting Spike & LCS data, a single spike of commercial Hydrocarbon products in the range of C12-C30 is added and it's Total Recovery is reportedin the C10-C14 cell of the Report.
6. pH and Free Chlorine analysed in the laboratory - Analysis on this test must begin within 30 minutes of sampling.Therefore laboratory analysis is unlikely to be completed within holding time. Analysis will begin as soon as possible after sample receipt.
7. Recovery Data (Spikes & Surrogates) - where chromatographic interference does not allow the determination of Recovery the term "INT" appears against that analyte.
8. Polychlorinated Biphenyls are spiked only using Aroclor 1260 in Matrix Spikes and LCS.
9. For Matrix Spikes and LCS results a dash " -" in the report means that the specific analyte was not added to the QC sample.
10. Duplicate RPDs are calculated from raw analytical data thus it is possible to have two sets of data.
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 33 of 48
Report Number: 599119-S
Quality Control Results
Test Units Result 1 AcceptanceLimits
PassLimits
QualifyingCode
Method BlankTotal Recoverable Hydrocarbons - 2013 NEPM FractionsNaphthalene mg/kg < 0.5 0.5 PassNaphthalene mg/kg < 0.5 0.5 PassTRH C6-C10 mg/kg < 20 20 PassTRH C6-C10 mg/kg < 20 20 PassTRH >C10-C16 mg/kg < 50 50 PassTRH >C16-C34 mg/kg < 100 100 PassTRH >C34-C40 mg/kg < 100 100 Pass
Method BlankTotal Recoverable Hydrocarbons - 1999 NEPM FractionsTRH C6-C9 mg/kg < 20 20 PassTRH C10-C14 mg/kg < 20 20 PassTRH C15-C28 mg/kg < 50 50 PassTRH C29-C36 mg/kg < 50 50 Pass
Method BlankBTEXBenzene mg/kg < 0.1 0.1 PassToluene mg/kg < 0.1 0.1 PassEthylbenzene mg/kg < 0.1 0.1 Passm&p-Xylenes mg/kg < 0.2 0.2 Passo-Xylene mg/kg < 0.1 0.1 PassXylenes - Total mg/kg < 0.3 0.3 Pass
Method BlankHalogenated Volatile Organics1.1-Dichloroethane mg/kg < 0.5 0.5 Pass1.1-Dichloroethene mg/kg < 0.5 0.5 Pass1.1.1-Trichloroethane mg/kg < 0.5 0.5 Pass1.1.1.2-Tetrachloroethane mg/kg < 0.5 0.5 Pass1.1.2-Trichloroethane mg/kg < 0.5 0.5 Pass1.1.2.2-Tetrachloroethane mg/kg < 0.5 0.5 Pass1.2-Dibromoethane mg/kg < 0.5 0.5 Pass1.2-Dichlorobenzene mg/kg < 0.5 0.5 Pass1.2-Dichloroethane mg/kg < 0.5 0.5 Pass1.2-Dichloropropane mg/kg < 0.5 0.5 Pass1.2.3-Trichloropropane mg/kg < 0.5 0.5 Pass1.3-Dichlorobenzene mg/kg < 0.5 0.5 Pass1.3-Dichloropropane mg/kg < 0.5 0.5 Pass1.4-Dichlorobenzene mg/kg < 0.5 0.5 PassBromodichloromethane mg/kg < 0.5 0.5 PassBromoform mg/kg < 0.5 0.5 PassBromomethane mg/kg < 0.5 0.5 PassCarbon Tetrachloride mg/kg < 0.5 0.5 PassChlorobenzene mg/kg < 0.5 0.5 PassChloroform mg/kg < 0.5 0.5 PassChloromethane mg/kg < 0.5 0.5 Passcis-1.2-Dichloroethene mg/kg < 0.5 0.5 Passcis-1.3-Dichloropropene mg/kg < 0.5 0.5 PassDibromochloromethane mg/kg < 0.5 0.5 PassDibromomethane mg/kg < 0.5 0.5 PassIodomethane mg/kg < 0.5 0.5 PassMethylene Chloride mg/kg < 0.5 0.5 Pass
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 34 of 48
Report Number: 599119-S
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 35 of 48
Report Number: 599119-S
Test Units Result 1 AcceptanceLimits
PassLimits
QualifyingCode
Tetrachloroethene mg/kg < 0.5 0.5 Passtrans-1.2-Dichloroethene mg/kg < 0.5 0.5 Passtrans-1.3-Dichloropropene mg/kg < 0.5 0.5 PassTrichloroethene mg/kg < 0.5 0.5 PassTrichlorofluoromethane mg/kg < 0.5 0.5 PassVinyl chloride mg/kg < 0.5 0.5 Pass
Method BlankPolycyclic Aromatic HydrocarbonsAcenaphthene mg/kg < 0.5 0.5 PassAcenaphthylene mg/kg < 0.5 0.5 PassAnthracene mg/kg < 0.5 0.5 PassBenz(a)anthracene mg/kg < 0.5 0.5 PassBenzo(a)pyrene mg/kg < 0.5 0.5 PassBenzo(b&j)fluoranthene mg/kg < 0.5 0.5 PassBenzo(g.h.i)perylene mg/kg < 0.5 0.5 PassBenzo(k)fluoranthene mg/kg < 0.5 0.5 PassChrysene mg/kg < 0.5 0.5 PassDibenz(a.h)anthracene mg/kg < 0.5 0.5 PassFluoranthene mg/kg < 0.5 0.5 PassFluorene mg/kg < 0.5 0.5 PassIndeno(1.2.3-cd)pyrene mg/kg < 0.5 0.5 PassNaphthalene mg/kg < 0.5 0.5 PassPhenanthrene mg/kg < 0.5 0.5 PassPyrene mg/kg < 0.5 0.5 Pass
Method BlankOrganochlorine PesticidesChlordanes - Total mg/kg < 0.1 0.1 Pass4.4'-DDD mg/kg < 0.05 0.05 Pass4.4'-DDE mg/kg < 0.05 0.05 Pass4.4'-DDT mg/kg < 0.05 0.05 Passa-BHC mg/kg < 0.05 0.05 PassAldrin mg/kg < 0.05 0.05 Passb-BHC mg/kg < 0.05 0.05 Passd-BHC mg/kg < 0.05 0.05 PassDieldrin mg/kg < 0.05 0.05 PassEndosulfan I mg/kg < 0.05 0.05 PassEndosulfan II mg/kg < 0.05 0.05 PassEndosulfan sulphate mg/kg < 0.05 0.05 PassEndrin mg/kg < 0.05 0.05 PassEndrin aldehyde mg/kg < 0.05 0.05 PassEndrin ketone mg/kg < 0.05 0.05 Passg-BHC (Lindane) mg/kg < 0.05 0.05 PassHeptachlor mg/kg < 0.05 0.05 PassHeptachlor epoxide mg/kg < 0.05 0.05 PassHexachlorobenzene mg/kg < 0.05 0.05 PassMethoxychlor mg/kg < 0.05 0.05 PassToxaphene mg/kg < 1 1 Pass
Method BlankPolychlorinated BiphenylsAroclor-1016 mg/kg < 0.1 0.1 PassAroclor-1221 mg/kg < 0.1 0.1 PassAroclor-1232 mg/kg < 0.1 0.1 PassAroclor-1242 mg/kg < 0.1 0.1 PassAroclor-1248 mg/kg < 0.1 0.1 Pass
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 36 of 48
Report Number: 599119-S
Test Units Result 1 AcceptanceLimits
PassLimits
QualifyingCode
Aroclor-1254 mg/kg < 0.1 0.1 PassAroclor-1260 mg/kg < 0.1 0.1 PassTotal PCB* mg/kg < 0.1 0.1 Pass
Method BlankHeavy MetalsArsenic mg/kg < 2 2 PassCadmium mg/kg < 0.4 0.4 PassChromium mg/kg < 5 5 PassCopper mg/kg < 5 5 PassLead mg/kg < 5 5 PassLead mg/kg < 5 5 PassMercury mg/kg < 0.1 0.1 PassNickel mg/kg < 5 5 PassZinc mg/kg < 5 5 Pass
LCS - % RecoveryTotal Recoverable Hydrocarbons - 2013 NEPM FractionsNaphthalene % 123 70-130 PassNaphthalene % 96 70-130 PassTRH C6-C10 % 75 70-130 PassTRH C6-C10 % 126 70-130 PassTRH >C10-C16 % 105 70-130 Pass
LCS - % RecoveryTotal Recoverable Hydrocarbons - 1999 NEPM FractionsTRH C6-C9 % 76 70-130 PassTRH C10-C14 % 107 70-130 Pass
LCS - % RecoveryBTEXBenzene % 93 70-130 PassToluene % 87 70-130 PassEthylbenzene % 104 70-130 Passm&p-Xylenes % 100 70-130 PassXylenes - Total % 101 70-130 Pass
LCS - % RecoveryHalogenated Volatile Organics1.1-Dichloroethene % 74 70-130 Pass1.1.1-Trichloroethane % 76 70-130 Pass1.2-Dichlorobenzene % 95 70-130 Pass1.2-Dichloroethane % 99 70-130 PassTrichloroethene % 92 70-130 Pass
LCS - % RecoveryPolycyclic Aromatic HydrocarbonsAcenaphthene % 80 70-130 PassAcenaphthylene % 83 70-130 PassAnthracene % 92 70-130 PassBenz(a)anthracene % 75 70-130 PassBenzo(a)pyrene % 74 70-130 PassBenzo(b&j)fluoranthene % 76 70-130 PassBenzo(g.h.i)perylene % 92 70-130 PassBenzo(k)fluoranthene % 89 70-130 PassChrysene % 82 70-130 PassDibenz(a.h)anthracene % 85 70-130 PassFluoranthene % 77 70-130 PassFluorene % 85 70-130 PassIndeno(1.2.3-cd)pyrene % 83 70-130 Pass
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 37 of 48
Report Number: 599119-S
Test Units Result 1 AcceptanceLimits
PassLimits
QualifyingCode
Naphthalene % 80 70-130 PassPhenanthrene % 88 70-130 PassPyrene % 76 70-130 Pass
LCS - % RecoveryOrganochlorine Pesticides4.4'-DDD % 117 70-130 Pass4.4'-DDE % 101 70-130 Pass4.4'-DDT % 105 70-130 Passa-BHC % 98 70-130 PassAldrin % 110 70-130 Passb-BHC % 108 70-130 Passd-BHC % 112 70-130 PassDieldrin % 87 70-130 PassEndosulfan I % 114 70-130 PassEndosulfan II % 91 70-130 PassEndosulfan sulphate % 95 70-130 PassEndrin % 103 70-130 PassEndrin aldehyde % 113 70-130 PassEndrin ketone % 100 70-130 Passg-BHC (Lindane) % 103 70-130 PassHeptachlor % 114 70-130 PassHeptachlor epoxide % 114 70-130 PassHexachlorobenzene % 93 70-130 PassMethoxychlor % 100 70-130 Pass
LCS - % RecoveryPolychlorinated BiphenylsAroclor-1260 % 112 70-130 Pass
LCS - % RecoveryHeavy MetalsArsenic % 92 80-120 PassCadmium % 95 80-120 PassChromium % 99 80-120 PassCopper % 94 80-120 PassLead % 99 80-120 PassLead % 93 80-120 PassMercury % 113 75-125 PassNickel % 101 80-120 PassZinc % 97 80-120 Pass
Test Lab Sample ID QASource Units Result 1 Acceptance
LimitsPass
LimitsQualifying
CodeSpike - % RecoveryHeavy Metals Result 1Cadmium S18-My24953 CP % 96 75-125 PassChromium S18-My24953 CP % 97 75-125 PassCopper S18-My24953 CP % 99 75-125 PassLead S18-My24953 CP % 94 75-125 PassNickel S18-My24953 CP % 95 75-125 PassZinc S18-My24953 CP % 95 75-125 Pass
Spike - % RecoveryPolycyclic Aromatic Hydrocarbons Result 1Acenaphthene S18-My24954 CP % 93 70-130 PassAcenaphthylene S18-My24954 CP % 96 70-130 PassAnthracene S18-My24954 CP % 98 70-130 PassBenz(a)anthracene S18-My24954 CP % 81 70-130 PassBenzo(a)pyrene S18-My24954 CP % 85 70-130 Pass
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 38 of 48
Report Number: 599119-S
Test Lab Sample ID QASource Units Result 1 Acceptance
LimitsPass
LimitsQualifying
CodeBenzo(b&j)fluoranthene S18-My24954 CP % 91 70-130 PassBenzo(g.h.i)perylene S18-My24954 CP % 81 70-130 PassBenzo(k)fluoranthene S18-My24954 CP % 99 70-130 PassChrysene S18-My24954 CP % 102 70-130 PassDibenz(a.h)anthracene S18-My24954 CP % 75 70-130 PassFluoranthene S18-My24954 CP % 83 70-130 PassFluorene S18-My24954 CP % 96 70-130 PassIndeno(1.2.3-cd)pyrene S18-My24954 CP % 73 70-130 PassNaphthalene S18-My24954 CP % 92 70-130 PassPhenanthrene S18-My24954 CP % 103 70-130 PassPyrene S18-My24954 CP % 83 70-130 Pass
Spike - % RecoveryTotal Recoverable Hydrocarbons - 2013 NEPM Fractions Result 1Naphthalene S18-My24956 CP % 101 70-130 PassTRH C6-C10 S18-My24956 CP % 124 70-130 PassTRH >C10-C16 S18-My24956 CP % 97 70-130 Pass
Spike - % RecoveryTotal Recoverable Hydrocarbons - 1999 NEPM Fractions Result 1TRH C6-C9 S18-My24956 CP % 106 70-130 PassTRH C10-C14 S18-My24956 CP % 109 70-130 Pass
Spike - % RecoveryBTEX Result 1Benzene S18-My24956 CP % 98 70-130 PassToluene S18-My24956 CP % 100 70-130 PassEthylbenzene S18-My24956 CP % 92 70-130 Passm&p-Xylenes S18-My24956 CP % 99 70-130 Passo-Xylene S18-My24956 CP % 99 70-130 PassXylenes - Total S18-My24956 CP % 99 70-130 Pass
Spike - % RecoveryHalogenated Volatile Organics Result 11.1-Dichloroethene M18-My31436 NCP % 74 70-130 Pass1.1.1-Trichloroethane S18-My26969 NCP % 74 70-130 Pass1.2-Dichlorobenzene S18-My26969 NCP % 80 70-130 Pass1.2-Dichloroethane S18-My26969 NCP % 83 70-130 PassTrichloroethene S18-My26969 NCP % 73 70-130 Pass
Spike - % RecoveryHeavy Metals Result 1Cadmium S18-My24963 CP % 87 75-125 PassChromium S18-My24963 CP % 97 75-125 PassCopper S18-My24963 CP % 90 75-125 PassLead S18-My24963 CP % 79 75-125 PassNickel S18-My24963 CP % 91 75-125 PassZinc S18-My24963 CP % 94 75-125 Pass
Spike - % RecoveryPolycyclic Aromatic Hydrocarbons Result 1Acenaphthene S18-My24964 CP % 85 70-130 PassAcenaphthylene S18-My24964 CP % 88 70-130 PassAnthracene S18-My24964 CP % 86 70-130 PassBenz(a)anthracene S18-My24964 CP % 88 70-130 PassBenzo(a)pyrene S18-My24964 CP % 78 70-130 PassBenzo(b&j)fluoranthene S18-My24964 CP % 77 70-130 PassBenzo(g.h.i)perylene S18-My24964 CP % 90 70-130 PassBenzo(k)fluoranthene S18-My24964 CP % 93 70-130 PassChrysene S18-My24964 CP % 79 70-130 Pass
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 39 of 48
Report Number: 599119-S
Test Lab Sample ID QASource Units Result 1 Acceptance
LimitsPass
LimitsQualifying
CodeDibenz(a.h)anthracene S18-My24964 CP % 81 70-130 PassFluoranthene S18-My24964 CP % 74 70-130 PassFluorene S18-My24964 CP % 88 70-130 PassIndeno(1.2.3-cd)pyrene S18-My24964 CP % 81 70-130 PassNaphthalene S18-My24964 CP % 82 70-130 PassPhenanthrene S18-My24964 CP % 103 70-130 PassPyrene S18-My24964 CP % 74 70-130 Pass
Spike - % RecoveryTotal Recoverable Hydrocarbons - 2013 NEPM Fractions Result 1Naphthalene S18-My24966 CP % 100 70-130 PassTRH C6-C10 S18-My24966 CP % 107 70-130 PassTRH >C10-C16 S18-My24966 CP % 71 70-130 Pass
Spike - % RecoveryTotal Recoverable Hydrocarbons - 1999 NEPM Fractions Result 1TRH C6-C9 S18-My24966 CP % 96 70-130 PassTRH C10-C14 S18-My24966 CP % 70 70-130 Pass
Spike - % RecoveryBTEX Result 1Benzene S18-My24966 CP % 94 70-130 PassToluene S18-My24966 CP % 95 70-130 PassEthylbenzene S18-My24966 CP % 99 70-130 Passm&p-Xylenes S18-My24966 CP % 99 70-130 Passo-Xylene S18-My24966 CP % 97 70-130 PassXylenes - Total S18-My24966 CP % 98 70-130 Pass
Spike - % RecoveryHeavy Metals Result 1Cadmium S18-My24973 CP % 87 75-125 PassChromium S18-My24973 CP % 84 75-125 PassCopper S18-My24973 CP % 89 75-125 PassLead S18-My24973 CP % 83 75-125 PassNickel S18-My24973 CP % 84 75-125 PassZinc S18-My24973 CP % 87 75-125 Pass
Spike - % RecoveryPolycyclic Aromatic Hydrocarbons Result 1Acenaphthene S18-My24974 CP % 88 70-130 PassAcenaphthylene S18-My24974 CP % 94 70-130 PassAnthracene S18-My24974 CP % 90 70-130 PassBenz(a)anthracene S18-My24974 CP % 90 70-130 PassBenzo(a)pyrene S18-My24974 CP % 85 70-130 PassBenzo(b&j)fluoranthene S18-My24974 CP % 83 70-130 PassBenzo(g.h.i)perylene S18-My24974 CP % 97 70-130 PassBenzo(k)fluoranthene S18-My24974 CP % 87 70-130 PassChrysene S18-My24974 CP % 77 70-130 PassDibenz(a.h)anthracene S18-My24974 CP % 84 70-130 PassFluoranthene S18-My24974 CP % 71 70-130 PassFluorene S18-My24974 CP % 92 70-130 PassIndeno(1.2.3-cd)pyrene S18-My24974 CP % 84 70-130 PassNaphthalene S18-My24974 CP % 86 70-130 PassPhenanthrene S18-My24974 CP % 88 70-130 PassPyrene S18-My24974 CP % 72 70-130 Pass
Spike - % RecoveryPolychlorinated Biphenyls Result 1Aroclor-1260 M18-My23220 NCP % 118 70-130 Pass
Spike - % Recovery
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 40 of 48
Report Number: 599119-S
Test Lab Sample ID QASource Units Result 1 Acceptance
LimitsPass
LimitsQualifying
CodeHeavy Metals Result 1Mercury M18-My29884 NCP % 112 70-130 Pass
Spike - % RecoveryTotal Recoverable Hydrocarbons - 2013 NEPM Fractions Result 1TRH >C10-C16 S18-My24976 CP % 75 70-130 Pass
Spike - % RecoveryTotal Recoverable Hydrocarbons - 1999 NEPM Fractions Result 1TRH C10-C14 S18-My24976 CP % 79 70-130 Pass
Spike - % RecoveryOrganochlorine Pesticides Result 14.4'-DDD S18-My24977 CP % 106 70-130 Pass4.4'-DDE S18-My24977 CP % 97 70-130 Pass4.4'-DDT S18-My24977 CP % 96 70-130 Passa-BHC S18-My24977 CP % 101 70-130 PassAldrin S18-My24977 CP % 89 70-130 Passb-BHC S18-My24977 CP % 118 70-130 Passd-BHC S18-My24977 CP % 98 70-130 PassDieldrin S18-My24977 CP % 92 70-130 PassEndosulfan I S18-My24977 CP % 108 70-130 PassEndosulfan II S18-My24977 CP % 101 70-130 PassEndosulfan sulphate S18-My24977 CP % 100 70-130 PassEndrin S18-My24977 CP % 104 70-130 PassEndrin aldehyde S18-My24977 CP % 106 70-130 PassEndrin ketone S18-My24977 CP % 106 70-130 Passg-BHC (Lindane) S18-My24977 CP % 110 70-130 PassHeptachlor S18-My24977 CP % 99 70-130 PassHeptachlor epoxide S18-My24977 CP % 103 70-130 PassHexachlorobenzene S18-My24977 CP % 99 70-130 PassMethoxychlor S18-My24977 CP % 113 70-130 Pass
Spike - % RecoveryHeavy Metals Result 1Arsenic S18-My24984 CP % 83 75-125 PassCadmium S18-My24984 CP % 85 75-125 PassChromium S18-My24984 CP % 82 75-125 PassCopper S18-My24984 CP % 92 75-125 PassLead S18-My24984 CP % 79 75-125 PassNickel S18-My24984 CP % 82 75-125 PassZinc S18-My24984 CP % 79 75-125 Pass
Spike - % RecoveryPolycyclic Aromatic Hydrocarbons Result 1Acenaphthene S18-My24985 CP % 78 70-130 PassAcenaphthylene S18-My24985 CP % 81 70-130 PassAnthracene S18-My24985 CP % 80 70-130 PassBenz(a)anthracene S18-My24985 CP % 104 70-130 PassBenzo(a)pyrene S18-My24985 CP % 92 70-130 PassBenzo(b&j)fluoranthene S18-My24985 CP % 82 70-130 PassBenzo(g.h.i)perylene S18-My24985 CP % 103 70-130 PassBenzo(k)fluoranthene S18-My24985 CP % 108 70-130 PassChrysene S18-My24985 CP % 98 70-130 PassDibenz(a.h)anthracene S18-My24985 CP % 93 70-130 PassFluoranthene S18-My24985 CP % 84 70-130 PassFluorene S18-My24985 CP % 81 70-130 PassIndeno(1.2.3-cd)pyrene S18-My24985 CP % 90 70-130 PassNaphthalene S18-My24985 CP % 76 70-130 Pass
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 41 of 48
Report Number: 599119-S
Test Lab Sample ID QASource Units Result 1 Acceptance
LimitsPass
LimitsQualifying
CodePhenanthrene S18-My24985 CP % 89 70-130 PassPyrene S18-My24985 CP % 85 70-130 Pass
Spike - % RecoveryTotal Recoverable Hydrocarbons - 2013 NEPM Fractions Result 1Naphthalene S18-My24986 CP % 102 70-130 PassTRH C6-C10 S18-My24986 CP % 101 70-130 Pass
Spike - % RecoveryTotal Recoverable Hydrocarbons - 1999 NEPM Fractions Result 1TRH C6-C9 S18-My24986 CP % 98 70-130 Pass
Spike - % RecoveryBTEX Result 1Benzene S18-My24986 CP % 74 70-130 PassToluene S18-My24986 CP % 83 70-130 PassEthylbenzene S18-My24986 CP % 94 70-130 Passm&p-Xylenes S18-My24986 CP % 96 70-130 Passo-Xylene S18-My24986 CP % 101 70-130 PassXylenes - Total S18-My24986 CP % 98 70-130 Pass
Spike - % RecoveryOrganochlorine Pesticides Result 14.4'-DDD S18-My24988 CP % 92 70-130 Pass4.4'-DDE S18-My24988 CP % 116 70-130 Pass4.4'-DDT S18-My24988 CP % 114 70-130 Passa-BHC S18-My24988 CP % 106 70-130 PassAldrin S18-My24988 CP % 86 70-130 Passb-BHC S18-My24988 CP % 92 70-130 Passd-BHC S18-My24988 CP % 97 70-130 PassDieldrin S18-My24988 CP % 92 70-130 PassEndosulfan I S18-My24988 CP % 88 70-130 PassEndosulfan II S18-My24988 CP % 101 70-130 PassEndosulfan sulphate S18-My24988 CP % 109 70-130 PassEndrin S18-My24988 CP % 120 70-130 PassEndrin aldehyde S18-My24988 CP % 119 70-130 PassEndrin ketone S18-My24988 CP % 110 70-130 Passg-BHC (Lindane) S18-My24988 CP % 84 70-130 PassHeptachlor S18-My24988 CP % 99 70-130 PassHeptachlor epoxide S18-My24988 CP % 90 70-130 PassHexachlorobenzene S18-My24988 CP % 100 70-130 PassMethoxychlor S18-My24988 CP % 111 70-130 Pass
Spike - % RecoveryHeavy Metals Result 1Arsenic S18-My24995 CP % 80 75-125 PassCadmium S18-My24995 CP % 85 75-125 PassChromium S18-My24995 CP % 87 75-125 PassCopper S18-My24995 CP % 133 75-125 Fail Q08Lead S18-My24995 CP % 92 75-125 PassNickel S18-My24995 CP % 84 75-125 PassZinc S18-My24995 CP % 101 75-125 Pass
Test Lab Sample ID QASource Units Result 1 Acceptance
LimitsPass
LimitsQualifying
CodeDuplicateHeavy Metals Result 1 Result 2 RPDCadmium S18-My24952 CP mg/kg < 0.4 < 0.4 <1 30% PassChromium S18-My24952 CP mg/kg 16 14 16 30% PassCopper S18-My24952 CP mg/kg 14 12 11 30% PassLead S18-My24952 CP mg/kg 20 15 30 30% Pass
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 42 of 48
Report Number: 599119-S
Test Lab Sample ID QASource Units Result 1 Acceptance
LimitsPass
LimitsQualifying
CodeDuplicateHeavy Metals Result 1 Result 2 RPDNickel S18-My24952 CP mg/kg 8.7 5.6 44 30% Fail Q15Zinc S18-My24952 CP mg/kg 29 23 25 30% Pass
DuplicatePolycyclic Aromatic Hydrocarbons Result 1 Result 2 RPDAcenaphthene S18-My24953 CP mg/kg < 0.5 < 0.5 <1 30% PassAcenaphthylene S18-My24953 CP mg/kg < 0.5 < 0.5 <1 30% PassAnthracene S18-My24953 CP mg/kg < 0.5 < 0.5 <1 30% PassBenz(a)anthracene S18-My24953 CP mg/kg < 0.5 < 0.5 <1 30% PassBenzo(a)pyrene S18-My24953 CP mg/kg < 0.5 < 0.5 <1 30% PassBenzo(b&j)fluoranthene S18-My24953 CP mg/kg < 0.5 < 0.5 <1 30% PassBenzo(g.h.i)perylene S18-My24953 CP mg/kg < 0.5 < 0.5 <1 30% PassBenzo(k)fluoranthene S18-My24953 CP mg/kg < 0.5 < 0.5 <1 30% PassChrysene S18-My24953 CP mg/kg < 0.5 < 0.5 <1 30% PassDibenz(a.h)anthracene S18-My24953 CP mg/kg < 0.5 < 0.5 <1 30% PassFluoranthene S18-My24953 CP mg/kg < 0.5 < 0.5 <1 30% PassFluorene S18-My24953 CP mg/kg < 0.5 < 0.5 <1 30% PassIndeno(1.2.3-cd)pyrene S18-My24953 CP mg/kg < 0.5 < 0.5 <1 30% PassNaphthalene S18-My24953 CP mg/kg < 0.5 < 0.5 <1 30% PassPhenanthrene S18-My24953 CP mg/kg < 0.5 < 0.5 <1 30% PassPyrene S18-My24953 CP mg/kg < 0.5 < 0.5 <1 30% Pass
DuplicateHeavy Metals Result 1 Result 2 RPDCadmium S18-My24953 CP mg/kg < 0.4 < 0.4 <1 30% PassChromium S18-My24953 CP mg/kg 11 12 6.0 30% PassCopper S18-My24953 CP mg/kg 7.6 7.9 3.0 30% PassLead S18-My24953 CP mg/kg 12 12 1.0 30% PassNickel S18-My24953 CP mg/kg 6.1 6.4 5.0 30% PassZinc S18-My24953 CP mg/kg 21 22 3.0 30% Pass
DuplicateTotal Recoverable Hydrocarbons - 2013 NEPM Fractions Result 1 Result 2 RPDNaphthalene S18-My24955 CP mg/kg < 0.5 < 0.5 <1 30% PassTRH C6-C10 S18-My24955 CP mg/kg < 20 < 20 <1 30% PassTRH >C10-C16 S18-My24955 CP mg/kg < 50 < 50 <1 30% PassTRH >C16-C34 S18-My24955 CP mg/kg < 100 < 100 <1 30% PassTRH >C34-C40 S18-My24955 CP mg/kg < 100 < 100 <1 30% Pass
DuplicateTotal Recoverable Hydrocarbons - 1999 NEPM Fractions Result 1 Result 2 RPDTRH C6-C9 S18-My24955 CP mg/kg < 20 < 20 <1 30% PassTRH C10-C14 S18-My24955 CP mg/kg < 20 < 20 <1 30% PassTRH C15-C28 S18-My24955 CP mg/kg < 50 < 50 <1 30% PassTRH C29-C36 S18-My24955 CP mg/kg < 50 < 50 <1 30% Pass
DuplicateBTEX Result 1 Result 2 RPDBenzene S18-My24955 CP mg/kg < 0.1 < 0.1 <1 30% PassToluene S18-My24955 CP mg/kg < 0.1 < 0.1 <1 30% PassEthylbenzene S18-My24955 CP mg/kg < 0.1 < 0.1 <1 30% Passm&p-Xylenes S18-My24955 CP mg/kg < 0.2 < 0.2 <1 30% Passo-Xylene S18-My24955 CP mg/kg < 0.1 < 0.1 <1 30% PassXylenes - Total S18-My24955 CP mg/kg < 0.3 < 0.3 <1 30% Pass
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 43 of 48
Report Number: 599119-S
DuplicateHalogenated Volatile Organics Result 1 Result 2 RPD1.1-Dichloroethane S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% Pass1.1-Dichloroethene S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% Pass1.1.1-Trichloroethane S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% Pass1.1.1.2-Tetrachloroethane S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% Pass1.1.2-Trichloroethane S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% Pass1.1.2.2-Tetrachloroethane S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% Pass1.2-Dibromoethane S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% Pass1.2-Dichlorobenzene S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% Pass1.2-Dichloroethane S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% Pass1.2-Dichloropropane S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% Pass1.2.3-Trichloropropane S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% Pass1.3-Dichlorobenzene S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% Pass1.3-Dichloropropane S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% Pass1.4-Dichlorobenzene S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% PassBromodichloromethane S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% PassBromoform S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% PassBromomethane S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% PassCarbon Tetrachloride S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% PassChlorobenzene S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% PassChloroform S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% PassChloromethane S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% Passcis-1.2-Dichloroethene S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% Passcis-1.3-Dichloropropene S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% PassDibromochloromethane S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% PassDibromomethane S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% PassIodomethane S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% PassMethylene Chloride S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% PassTetrachloroethene S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% Passtrans-1.2-Dichloroethene S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% Passtrans-1.3-Dichloropropene S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% PassTrichloroethene S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% PassTrichlorofluoromethane S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% PassVinyl chloride S18-My27844 NCP mg/kg < 0.5 < 0.5 <1 30% Pass
DuplicateResult 1 Result 2 RPD
% Moisture S18-My24958 CP % 8.0 8.1 1.0 30% PassDuplicateHeavy Metals Result 1 Result 2 RPDCadmium S18-My24962 CP mg/kg < 0.4 < 0.4 <1 30% PassChromium S18-My24962 CP mg/kg 16 19 15 30% PassCopper S18-My24962 CP mg/kg 16 15 5.0 30% PassLead S18-My24962 CP mg/kg 22 23 5.0 30% PassNickel S18-My24962 CP mg/kg 7.3 7.4 2.0 30% PassZinc S18-My24962 CP mg/kg 32 32 <1 30% Pass
DuplicatePolycyclic Aromatic Hydrocarbons Result 1 Result 2 RPDAcenaphthene S18-My24963 CP mg/kg < 0.5 < 0.5 <1 30% PassAcenaphthylene S18-My24963 CP mg/kg < 0.5 < 0.5 <1 30% PassAnthracene S18-My24963 CP mg/kg < 0.5 < 0.5 <1 30% PassBenz(a)anthracene S18-My24963 CP mg/kg < 0.5 < 0.5 <1 30% PassBenzo(a)pyrene S18-My24963 CP mg/kg < 0.5 < 0.5 <1 30% PassBenzo(b&j)fluoranthene S18-My24963 CP mg/kg < 0.5 < 0.5 <1 30% PassBenzo(g.h.i)perylene S18-My24963 CP mg/kg < 0.5 < 0.5 <1 30% PassBenzo(k)fluoranthene S18-My24963 CP mg/kg < 0.5 < 0.5 <1 30% Pass
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 44 of 48
Report Number: 599119-S
DuplicatePolycyclic Aromatic Hydrocarbons Result 1 Result 2 RPDChrysene S18-My24963 CP mg/kg < 0.5 < 0.5 <1 30% PassDibenz(a.h)anthracene S18-My24963 CP mg/kg < 0.5 < 0.5 <1 30% PassFluoranthene S18-My24963 CP mg/kg < 0.5 < 0.5 <1 30% PassFluorene S18-My24963 CP mg/kg < 0.5 < 0.5 <1 30% PassIndeno(1.2.3-cd)pyrene S18-My24963 CP mg/kg < 0.5 < 0.5 <1 30% PassNaphthalene S18-My24963 CP mg/kg < 0.5 < 0.5 <1 30% PassPhenanthrene S18-My24963 CP mg/kg < 0.5 < 0.5 <1 30% PassPyrene S18-My24963 CP mg/kg < 0.5 < 0.5 <1 30% Pass
DuplicateHeavy Metals Result 1 Result 2 RPDCadmium S18-My24963 CP mg/kg < 0.4 < 0.4 <1 30% PassChromium S18-My24963 CP mg/kg 19 17 8.0 30% PassCopper S18-My24963 CP mg/kg 17 16 7.0 30% PassLead S18-My24963 CP mg/kg 30 29 4.0 30% PassNickel S18-My24963 CP mg/kg 11 10 5.0 30% PassZinc S18-My24963 CP mg/kg 45 45 <1 30% Pass
DuplicateTotal Recoverable Hydrocarbons - 2013 NEPM Fractions Result 1 Result 2 RPDNaphthalene S18-My24965 CP mg/kg < 0.5 < 0.5 <1 30% PassTRH C6-C10 S18-My24965 CP mg/kg < 20 < 20 <1 30% PassTRH >C10-C16 S18-My24965 CP mg/kg < 50 < 50 <1 30% PassTRH >C16-C34 S18-My24965 CP mg/kg 130 120 11 30% PassTRH >C34-C40 S18-My24965 CP mg/kg 120 110 9.0 30% Pass
DuplicateTotal Recoverable Hydrocarbons - 1999 NEPM Fractions Result 1 Result 2 RPDTRH C6-C9 S18-My24965 CP mg/kg < 20 < 20 <1 30% PassTRH C10-C14 S18-My24965 CP mg/kg < 20 < 20 <1 30% PassTRH C15-C28 S18-My24965 CP mg/kg 97 85 13 30% PassTRH C29-C36 S18-My24965 CP mg/kg 170 180 1.0 30% Pass
DuplicateBTEX Result 1 Result 2 RPDBenzene S18-My24965 CP mg/kg < 0.1 < 0.1 <1 30% PassToluene S18-My24965 CP mg/kg < 0.1 < 0.1 <1 30% PassEthylbenzene S18-My24965 CP mg/kg < 0.1 < 0.1 <1 30% Passm&p-Xylenes S18-My24965 CP mg/kg < 0.2 < 0.2 <1 30% Passo-Xylene S18-My24965 CP mg/kg < 0.1 < 0.1 <1 30% PassXylenes - Total S18-My24965 CP mg/kg < 0.3 < 0.3 <1 30% Pass
DuplicateResult 1 Result 2 RPD
% Moisture S18-My24968 CP % 9.6 9.4 2.0 30% PassDuplicateHeavy Metals Result 1 Result 2 RPDCadmium S18-My24972 CP mg/kg < 0.4 < 0.4 <1 30% PassChromium S18-My24972 CP mg/kg 19 15 21 30% PassCopper S18-My24972 CP mg/kg 15 15 <1 30% PassLead S18-My24972 CP mg/kg 22 17 25 30% PassNickel S18-My24972 CP mg/kg 7.5 7.1 5.0 30% PassZinc S18-My24972 CP mg/kg 31 27 14 30% Pass
DuplicatePolycyclic Aromatic Hydrocarbons Result 1 Result 2 RPDAcenaphthene S18-My24973 CP mg/kg < 0.5 < 0.5 <1 30% PassAcenaphthylene S18-My24973 CP mg/kg < 0.5 < 0.5 <1 30% PassAnthracene S18-My24973 CP mg/kg < 0.5 < 0.5 <1 30% PassBenz(a)anthracene S18-My24973 CP mg/kg < 0.5 < 0.5 <1 30% Pass
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 45 of 48
Report Number: 599119-S
DuplicatePolycyclic Aromatic Hydrocarbons Result 1 Result 2 RPDBenzo(a)pyrene S18-My24973 CP mg/kg < 0.5 < 0.5 <1 30% PassBenzo(b&j)fluoranthene S18-My24973 CP mg/kg < 0.5 < 0.5 <1 30% PassBenzo(g.h.i)perylene S18-My24973 CP mg/kg < 0.5 < 0.5 <1 30% PassBenzo(k)fluoranthene S18-My24973 CP mg/kg < 0.5 < 0.5 <1 30% PassChrysene S18-My24973 CP mg/kg < 0.5 < 0.5 <1 30% PassDibenz(a.h)anthracene S18-My24973 CP mg/kg < 0.5 < 0.5 <1 30% PassFluoranthene S18-My24973 CP mg/kg < 0.5 < 0.5 <1 30% PassFluorene S18-My24973 CP mg/kg < 0.5 < 0.5 <1 30% PassIndeno(1.2.3-cd)pyrene S18-My24973 CP mg/kg < 0.5 < 0.5 <1 30% PassNaphthalene S18-My24973 CP mg/kg < 0.5 < 0.5 <1 30% PassPhenanthrene S18-My24973 CP mg/kg < 0.5 < 0.5 <1 30% PassPyrene S18-My24973 CP mg/kg < 0.5 < 0.5 <1 30% Pass
DuplicateHeavy Metals Result 1 Result 2 RPDCadmium S18-My24973 CP mg/kg < 0.4 < 0.4 <1 30% PassChromium S18-My24973 CP mg/kg 18 18 2.0 30% PassCopper S18-My24973 CP mg/kg 17 17 1.0 30% PassLead S18-My24973 CP mg/kg 18 19 3.0 30% PassNickel S18-My24973 CP mg/kg 7.0 7.1 2.0 30% PassZinc S18-My24973 CP mg/kg 21 21 1.0 30% Pass
DuplicateOrganochlorine Pesticides Result 1 Result 2 RPDChlordanes - Total S18-My24976 CP mg/kg < 0.1 < 0.1 <1 30% Pass4.4'-DDD S18-My24976 CP mg/kg < 0.05 < 0.05 <1 30% Pass4.4'-DDE S18-My24976 CP mg/kg < 0.05 < 0.05 <1 30% Pass4.4'-DDT S18-My24976 CP mg/kg < 0.05 < 0.05 <1 30% Passa-BHC S18-My24976 CP mg/kg < 0.05 < 0.05 <1 30% PassAldrin S18-My24976 CP mg/kg < 0.05 < 0.05 <1 30% Passb-BHC S18-My24976 CP mg/kg < 0.05 < 0.05 <1 30% Passd-BHC S18-My24976 CP mg/kg < 0.05 < 0.05 <1 30% PassDieldrin S18-My24976 CP mg/kg < 0.05 < 0.05 <1 30% PassEndosulfan I S18-My24976 CP mg/kg < 0.05 < 0.05 <1 30% PassEndosulfan II S18-My24976 CP mg/kg < 0.05 < 0.05 <1 30% PassEndosulfan sulphate S18-My24976 CP mg/kg < 0.05 < 0.05 <1 30% PassEndrin S18-My24976 CP mg/kg < 0.05 < 0.05 <1 30% PassEndrin aldehyde S18-My24976 CP mg/kg < 0.05 < 0.05 <1 30% PassEndrin ketone S18-My24976 CP mg/kg < 0.05 < 0.05 <1 30% Passg-BHC (Lindane) S18-My24976 CP mg/kg < 0.05 < 0.05 <1 30% PassHeptachlor S18-My24976 CP mg/kg < 0.05 < 0.05 <1 30% PassHeptachlor epoxide S18-My24976 CP mg/kg < 0.05 < 0.05 <1 30% PassHexachlorobenzene S18-My24976 CP mg/kg < 0.05 < 0.05 <1 30% PassMethoxychlor S18-My24976 CP mg/kg < 0.05 < 0.05 <1 30% PassToxaphene S18-My24976 CP mg/kg < 1 < 1 <1 30% Pass
DuplicatePolychlorinated Biphenyls Result 1 Result 2 RPDAroclor-1016 S18-My24976 CP mg/kg < 0.1 < 0.1 <1 30% PassAroclor-1221 S18-My24976 CP mg/kg < 0.1 < 0.1 <1 30% PassAroclor-1232 S18-My24976 CP mg/kg < 0.1 < 0.1 <1 30% PassAroclor-1242 S18-My24976 CP mg/kg < 0.1 < 0.1 <1 30% PassAroclor-1248 S18-My24976 CP mg/kg < 0.1 < 0.1 <1 30% PassAroclor-1254 S18-My24976 CP mg/kg < 0.1 < 0.1 <1 30% PassAroclor-1260 S18-My24976 CP mg/kg < 0.1 < 0.1 <1 30% PassTotal PCB* S18-My24976 CP mg/kg < 0.1 < 0.1 <1 30% Pass
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 46 of 48
Report Number: 599119-S
DuplicateHeavy Metals Result 1 Result 2 RPDMercury S18-My24978 CP mg/kg < 0.1 < 0.1 <1 30% Pass
DuplicateResult 1 Result 2 RPD
% Moisture S18-My24978 CP % 26 25 1.0 30% PassDuplicateHeavy Metals Result 1 Result 2 RPDArsenic S18-My24983 CP mg/kg 4.8 6.0 23 30% PassCadmium S18-My24983 CP mg/kg < 0.4 < 0.4 <1 30% PassChromium S18-My24983 CP mg/kg 9.8 10 5.0 30% PassCopper S18-My24983 CP mg/kg 29 24 21 30% PassLead S18-My24983 CP mg/kg 11 12 10 30% PassNickel S18-My24983 CP mg/kg 5.2 < 5 15 30% PassZinc S18-My24983 CP mg/kg 39 37 7.0 30% Pass
DuplicatePolycyclic Aromatic Hydrocarbons Result 1 Result 2 RPDAcenaphthene S18-My24984 CP mg/kg < 0.5 < 0.5 <1 30% PassAcenaphthylene S18-My24984 CP mg/kg < 0.5 < 0.5 <1 30% PassAnthracene S18-My24984 CP mg/kg < 0.5 < 0.5 <1 30% PassBenz(a)anthracene S18-My24984 CP mg/kg < 0.5 < 0.5 <1 30% PassBenzo(a)pyrene S18-My24984 CP mg/kg < 0.5 < 0.5 <1 30% PassBenzo(b&j)fluoranthene S18-My24984 CP mg/kg < 0.5 < 0.5 <1 30% PassBenzo(g.h.i)perylene S18-My24984 CP mg/kg < 0.5 < 0.5 <1 30% PassBenzo(k)fluoranthene S18-My24984 CP mg/kg < 0.5 < 0.5 <1 30% PassChrysene S18-My24984 CP mg/kg < 0.5 < 0.5 <1 30% PassDibenz(a.h)anthracene S18-My24984 CP mg/kg < 0.5 < 0.5 <1 30% PassFluoranthene S18-My24984 CP mg/kg < 0.5 < 0.5 <1 30% PassFluorene S18-My24984 CP mg/kg < 0.5 < 0.5 <1 30% PassIndeno(1.2.3-cd)pyrene S18-My24984 CP mg/kg < 0.5 < 0.5 <1 30% PassNaphthalene S18-My24984 CP mg/kg < 0.5 < 0.5 <1 30% PassPhenanthrene S18-My24984 CP mg/kg < 0.5 < 0.5 <1 30% PassPyrene S18-My24984 CP mg/kg < 0.5 < 0.5 <1 30% Pass
DuplicateHeavy Metals Result 1 Result 2 RPDArsenic S18-My24984 CP mg/kg 8.4 7.6 9.0 30% PassCadmium S18-My24984 CP mg/kg < 0.4 < 0.4 <1 30% PassChromium S18-My24984 CP mg/kg 18 18 <1 30% PassCopper S18-My24984 CP mg/kg 23 23 <1 30% PassLead S18-My24984 CP mg/kg 20 20 3.0 30% PassNickel S18-My24984 CP mg/kg 6.1 6.1 1.0 30% PassZinc S18-My24984 CP mg/kg 34 33 2.0 30% Pass
DuplicateTotal Recoverable Hydrocarbons - 2013 NEPM Fractions Result 1 Result 2 RPDNaphthalene S18-My24985 CP mg/kg < 0.5 < 0.5 <1 30% PassTRH C6-C10 S18-My24985 CP mg/kg < 20 < 20 <1 30% Pass
DuplicateTotal Recoverable Hydrocarbons - 1999 NEPM Fractions Result 1 Result 2 RPDTRH C6-C9 S18-My24985 CP mg/kg < 20 < 20 <1 30% Pass
DuplicateBTEX Result 1 Result 2 RPDBenzene S18-My24985 CP mg/kg < 0.1 < 0.1 <1 30% PassToluene S18-My24985 CP mg/kg < 0.1 < 0.1 <1 30% PassEthylbenzene S18-My24985 CP mg/kg < 0.1 < 0.1 <1 30% Passm&p-Xylenes S18-My24985 CP mg/kg < 0.2 0.2 8.0 30% Passo-Xylene S18-My24985 CP mg/kg < 0.1 < 0.1 <1 30% PassXylenes - Total S18-My24985 CP mg/kg < 0.3 < 0.3 <1 30% Pass
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 47 of 48
Report Number: 599119-S
DuplicateOrganochlorine Pesticides Result 1 Result 2 RPDChlordanes - Total S18-My24986 CP mg/kg < 0.1 < 0.1 <1 30% Pass4.4'-DDD S18-My24986 CP mg/kg < 0.05 < 0.05 <1 30% Pass4.4'-DDE S18-My24986 CP mg/kg < 0.05 < 0.05 <1 30% Pass4.4'-DDT S18-My24986 CP mg/kg < 0.05 < 0.05 <1 30% Passa-BHC S18-My24986 CP mg/kg < 0.05 < 0.05 <1 30% PassAldrin S18-My24986 CP mg/kg < 0.05 < 0.05 <1 30% Passb-BHC S18-My24986 CP mg/kg < 0.05 < 0.05 <1 30% Passd-BHC S18-My24986 CP mg/kg < 0.05 < 0.05 <1 30% PassDieldrin S18-My24986 CP mg/kg < 0.05 < 0.05 <1 30% PassEndosulfan I S18-My24986 CP mg/kg < 0.05 < 0.05 <1 30% PassEndosulfan II S18-My24986 CP mg/kg < 0.05 < 0.05 <1 30% PassEndosulfan sulphate S18-My24986 CP mg/kg < 0.05 < 0.05 <1 30% PassEndrin S18-My24986 CP mg/kg < 0.05 < 0.05 <1 30% PassEndrin aldehyde S18-My24986 CP mg/kg < 0.05 < 0.05 <1 30% PassEndrin ketone S18-My24986 CP mg/kg < 0.05 < 0.05 <1 30% Passg-BHC (Lindane) S18-My24986 CP mg/kg < 0.05 < 0.05 <1 30% PassHeptachlor S18-My24986 CP mg/kg < 0.05 < 0.05 <1 30% PassHeptachlor epoxide S18-My24986 CP mg/kg < 0.05 < 0.05 <1 30% PassHexachlorobenzene S18-My24986 CP mg/kg < 0.05 < 0.05 <1 30% PassMethoxychlor S18-My24986 CP mg/kg < 0.05 < 0.05 <1 30% PassToxaphene S18-My24986 CP mg/kg < 1 < 1 <1 30% Pass
DuplicatePolychlorinated Biphenyls Result 1 Result 2 RPDAroclor-1016 S18-My24986 CP mg/kg < 0.1 < 0.1 <1 30% PassAroclor-1221 S18-My24986 CP mg/kg < 0.1 < 0.1 <1 30% PassAroclor-1232 S18-My24986 CP mg/kg < 0.1 < 0.1 <1 30% PassAroclor-1242 S18-My24986 CP mg/kg < 0.1 < 0.1 <1 30% PassAroclor-1248 S18-My24986 CP mg/kg < 0.1 < 0.1 <1 30% PassAroclor-1254 S18-My24986 CP mg/kg < 0.1 < 0.1 <1 30% PassAroclor-1260 S18-My24986 CP mg/kg < 0.1 < 0.1 <1 30% PassTotal PCB* S18-My24986 CP mg/kg < 0.1 < 0.1 <1 30% Pass
DuplicateResult 1 Result 2 RPD
% Moisture S18-My24989 CP % 6.6 6.7 <1 30% PassDuplicateHeavy Metals Result 1 Result 2 RPDArsenic S18-My24994 CP mg/kg 2.6 2.8 9.0 30% PassCadmium S18-My24994 CP mg/kg < 0.4 < 0.4 <1 30% PassChromium S18-My24994 CP mg/kg 10 9.9 3.0 30% PassCopper S18-My24994 CP mg/kg 12 13 5.0 30% PassLead S18-My24994 CP mg/kg 14 14 1.0 30% PassNickel S18-My24994 CP mg/kg 5.7 5.4 6.0 30% PassZinc S18-My24994 CP mg/kg 20 22 7.0 30% Pass
DuplicateHeavy Metals Result 1 Result 2 RPDArsenic S18-My24995 CP mg/kg 6.3 6.9 10 30% PassCadmium S18-My24995 CP mg/kg < 0.4 < 0.4 <1 30% PassChromium S18-My24995 CP mg/kg 14 14 1.0 30% PassCopper S18-My24995 CP mg/kg 21 21 1.0 30% PassLead S18-My24995 CP mg/kg 17 17 2.0 30% PassNickel S18-My24995 CP mg/kg 6.6 6.7 1.0 30% PassZinc S18-My24995 CP mg/kg 33 33 1.0 30% Pass
Comments
Sample IntegrityCustody Seals Intact (if used) N/AAttempt to Chill was evident NoSample correctly preserved YesAppropriate sample containers have been used YesSample containers for volatile analysis received with minimal headspace YesSamples received within HoldingTime YesSome samples have been subcontracted No
Qualifier Codes/CommentsCode Description
N01
N02
N04
N07
Q08
F2 is determined by arithmetically subtracting the "naphthalene" value from the ">C10-C16" value. The naphthalene value used in this calculation is obtained from volatiles (Purge & Trap analysis).Where we have reported both volatile (P&T GCMS) and semivolatile (GCMS) naphthalene data, results may not be identical. Provided correct sample handling protocols have been followed, any observed differences in results are likely to be due to procedural differences within each methodology. Results determined by both techniques have passed all QAQC acceptance criteria, and are entirely technically valid.F1 is determined by arithmetically subtracting the "Total BTEX" value from the "C6-C10" value. The "Total BTEX" value is obtained by summing the concentrations of BTEX analytes. The "C6-C10" value is obtained by quantitating against a standard of mixed aromatic/aliphatic analytes.Please note:- These two PAH isomers closely co-elute using the most contemporary analytical methods and both the reported concentration (and the TEQ) apply specifically to the total of the two co-eluting PAHsThe matrix spike recovery is outside of the recommended acceptance criteria. An acceptable recovery was obtained for the laboratory control sample indicating a sample matrix interference
Q15 The RPD reported passes Eurofins | mgt's QC - Acceptance Criteria as defined in the Internal Quality Control Review and Glossary page of this report.R20 This sample is a Trip Spike and therefore all results are reported as a percentage
Authorised By
Nibha Vaidya Analytical Services ManagerAlex Petridis Senior Analyst-Metal (VIC)Harry Bacalis Senior Analyst-Volatile (VIC)Joseph Edouard Senior Analyst-Organic (VIC)Nibha Vaidya Senior Analyst-Asbestos (NSW)
Glenn JacksonNational Operations Manager
- Indicates Not Requested* Indicates NATA accreditation does not cover the performance of this serviceMeasurement uncertainty of test data is available on request or please click here.Eurofins | mgt shall not be liable for loss, cost, damages or expenses incurred by the client, or any other person or company, resulting from the use of any information or interpretation given in this report. In no case shall Eurofins | mgt be liable for consequential damages including, but not limited to, lost profits, damages for failure to meet deadlines and lost production arising from this report. This document shall not be reproduced except in full and relates only to the items tested. Unless indicated otherwise, the tests were performed on the samples as received.
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 48 of 48
Report Number: 599119-S
Certificate of Analysis
NATA Accredited Accreditation Number 1261 Site Number 18217
Accredited for compliance with ISO/IEC 17025–Testing The results of the tests, calibrations and/or measurements included in this document are traceable to Australian/national standards.
Coffey Environments Pty Ltd NSWLevel 20, Tower B, Citadel Tower 799 Pacific HighwayChatswoodNSW 2067
Attention: David McFaddenReport 599119-AIDProject Name MULGOA RD UPGRADEProject ID SYDEN214564Received Date May 19, 2018Date Reported May 28, 2018
Methodology: Asbestos FibreIdentification
Unknown Mineral Fibres
Subsampling Soil Samples
Bonded asbestos- containing material (ACM)
Conducted in accordance with the Australian Standard AS 4964 – 2004: Method for the Qualitative Identification of Asbestos in Bulk Samples and in-house Method LTM-ASB-8020 by polarised light microscopy (PLM) and dispersion staining (DS) techniques.NOTE: Positive Trace Analysis results indicate the sample contains detectable respirable fibres.
Mineral fibres of unknown type, as determined by PLM with DS, may require another analytical technique, such as Electron Microscopy, to confirm unequivocal identity.NOTE: While Actinolite, Anthophyllite and Tremolite asbestos may be detected by PLM with DS, due to variability in theoptical properties of these materials, AS4964 requires that these are reported as UMF unless confirmed by anindependent technique.
The whole sample submitted is first dried and then passed through a 10mm sieve followed by a 2mm sieve. All fibrous matter greater than 10mm, greater than 2mm as well as the material passing through the 2mm sieve are retained and analysed for the presence of asbestos. If the sub 2mm fraction is greater than approximately 30 to 60g then a sub- sampling routine based on ISO 3082:2009(E) is employed.NOTE: Depending on the nature and size of the soil sample, the sub-2 mm residue material may need to be sub-sampled for trace analysis, in accordance with AS 4964-2004.
The material is first examined and any fibres isolated for identification by PLM and DS. Where required, interfering matrices may be removed by disintegration using a range of heat, chemical or physical treatments, possibly in combination.The resultant material is then further examined in accordance with AS 4964 - 2004.NOTE: Even after disintegration it may be difficult to detect the presence of asbestos in some asbestos-containing bulkmaterials using PLM and DS. This is due to the low grade or small length or diameter of the asbestos fibres present inthe material, or to the fact that very fine fibres have been distributed intimately throughout the materials. Vinyl/asbestosfloor tiles, some asbestos-containing sealants and mastics, asbestos-containing epoxy resins and some ore samples areexamples of these types of material, which are difficult to analyse.
Limit of Reporting The performance limitation of the AS4964 method for inhomogeneous samples is around 0.1 g/kg (0.01% (w/w)). Whereno asbestos is found by PLM and DS, including Trace Analysis where required, this is considered to be at the nominalreporting limit of 0.01 % (w / w).The examination of large sample sizes(500 mL is recommended) may improve thelikelihood of identifying ACM in the > 2mm fraction.The NEPM screening level of 0.001 % (w / w) asbestos in soil forFA(friable asbestos) and AF(asbestos fines) then applies where they are able to be quantified by gravimetricprocedures.This quantitative screening is not generally applicable to FF(free fibres) and results of Trace Analysis arereferred.NOTE: NATA News March 2014, p.7, states in relation to AS4964: “This is a qualitative method with a nominal reportinglimit of 0.01%” and that currently in Australia “there is no validated method available for the quantification of asbestos”.Accordingly, NATA Accreditation does not cover the performance of this service (indicated with an asterisk).This report is consistent with the analytical procedures and reporting recommendations in the National EnvironmentProtection (Assessment of Site Contamination) Measure, 2013 (as amended) and the Western Australia Guidelines forthe Assessment, Remediation and Management of Asbestos-Contaminated Sites in Western Australia, 2009, includingsupporting document Recommended Procedures for Laboratory Analysis of Asbestos in Soil, June 2011.
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 1 of 12Report Number: 599119-AID
Accredited for compliance with ISO/IEC 17025–Testing The results of the tests, calibrations and/or measurements included in this document are traceable to Australian/national standards.
Project Name MULGOA RD UPGRADEProject ID SYDEN214564Date Sampled May 16, 2018 to May 17, 2018Report 599119-AID
Client Sample ID Eurofins | mgtSample No. Date Sampled Sample Description Result
BH16-0.0-0.1 18-My24975 May 16, 2018 Approximate Sample 78gSample consisted of: Brown coarse grain soil and rocks
No asbestos detected at the reporting limit of 0.01% w/w.Organic fibre detected.No respirable fibres detected.
BH16-0.2-0.3 18-My24976 May 16, 2018 Approximate Sample 118gSample consisted of: Brown coarse grain soil and rocks
No asbestos detected at the reporting limit of 0.01% w/w.Organic fibre detected.No respirable fibres detected.
BH17-0.0-0.1 18-My24977 May 16, 2018 Approximate Sample 119gSample consisted of: Brown coarse grain soil and rocks
No asbestos detected at the reporting limit of 0.01% w/w.Organic fibre detected.No respirable fibres detected.
BH17-0.3-0.4 18-My24978 May 16, 2018 Approximate Sample 107gSample consisted of: Brown coarse grain soil and rocks
No asbestos detected at the reporting limit of 0.01% w/w.Organic fibre detected.No respirable fibres detected.
BH18-0.0-0.1 18-My24979 May 16, 2018 Approximate Sample 95gSample consisted of: Brown coarse grain soil and rocks
No asbestos detected at the reporting limit of 0.01% w/w.Organic fibre detected.No respirable fibres detected.
BH18-0.4-0.5 18-My24980 May 16, 2018 Approximate Sample 94gSample consisted of: Brown coarse grain soil and rocks
No asbestos detected at the reporting limit of 0.01% w/w.Organic fibre detected.No respirable fibres detected.
BH19-0.0-0.1 18-My24981 May 16, 2018 Approximate Sample 91gSample consisted of: Brown coarse grain soil and rocks
No asbestos detected at the reporting limit of 0.01% w/w.Organic fibre detected.No respirable fibres detected.
BH19-0.3-0.4 18-My24982 May 16, 2018 Approximate Sample 75gSample consisted of: Brown coarse grain soil and rocks
No asbestos detected at the reporting limit of 0.01% w/w.Organic fibre detected.No respirable fibres detected.
BH20-0.0-0.1 18-My24983 May 16, 2018 Approximate Sample 91gSample consisted of: Brown coarse grain soil and rocks
No asbestos detected at the reporting limit of 0.01% w/w.Organic fibre detected.No respirable fibres detected.
BH20-0.3-0.4 18-My24984 May 16, 2018 Approximate Sample 72gSample consisted of: Brown coarse grain soil and rocks
No asbestos detected at the reporting limit of 0.01% w/w.Organic fibre detected.No respirable fibres detected.
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 2 of 12Report Number: 599119-AID
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
NATA AccreditedAccreditation Number 1261Site Number 18217
Accredited for compliance with ISO/IEC 17025–Testing The results of the tests, calibrations and/or measurements included in this document are traceable to Australian/national standards.
Page 3 of 12Report Number: 599119-AID
Client Sample ID Eurofins | mgtSample No. Date Sampled Sample Description Result
BH21-0.0-0.1 18-My24985 May 17, 2018 Approximate Sample 87gSample consisted of: Brown coarse grain soil and rocks
No asbestos detected at the reporting limit of 0.01% w/w.Organic fibre detected.No respirable fibres detected.
BH21-0.2-0.3 18-My24986 May 17, 2018 Approximate Sample 69gSample consisted of: Brown coarse grain soil and rocks
No asbestos detected at the reporting limit of 0.01% w/w.Organic fibre detected.No respirable fibres detected.
BH22-0.0-0.1 18-My24987 May 17, 2018 Approximate Sample 105gSample consisted of: Brown coarse grain soil and rocks
No asbestos detected at the reporting limit of 0.01% w/w.Organic fibre detected.No respirable fibres detected.
BH22-0.3-0.4 18-My24988 May 17, 2018 Approximate Sample 83gSample consisted of: Brown coarse grain soil and rocks
No asbestos detected at the reporting limit of 0.01% w/w.Organic fibre detected.No respirable fibres detected.
BH23-0.0-0.1 18-My24989 May 17, 2018 Approximate Sample 106gSample consisted of: Brown coarse grain soil and rocks
No asbestos detected at the reporting limit of 0.01% w/w.Organic fibre detected.No respirable fibres detected.
BH23-0.3-0.4 18-My24990 May 17, 2018 Approximate Sample 83gSample consisted of: Brown coarse grain soil and rocks
No asbestos detected at the reporting limit of 0.01% w/w.Organic fibre detected.No respirable fibres detected.
BH24-0.0-0.1 18-My24991 May 17, 2018 Approximate Sample 101gSample consisted of: Brown coarse grain soil and rocks
No asbestos detected at the reporting limit of 0.01% w/w.Organic fibre detected.No respirable fibres detected.
BH25-0.0-0.1 18-My24992 May 17, 2018 Approximate Sample 95gSample consisted of: Brown coarse grain soil and rocks
No asbestos detected at the reporting limit of 0.01% w/w.Organic fibre detected.No respirable fibres detected.
PIPE 18-My24993 May 16, 2018 Approximate Sample 34gSample consisted of: Grey compressed fibre cement material
No asbestos detected.Organic fibre detected.
BH18-0.4-0.5 18-My25006 May 16, 2018 Approximate Sample 82gSample consisted of: Brown coarse grain soil and rocks
No asbestos detected at the reporting limit of 0.01% w/w.Organic fibre detected.No respirable fibres detected.
Sample HistoryWhere samples are submitted/analysed over several days, the last date of extraction and analysis is reported.A recent review of our LIMS has resulted in the correction or clarification of some method identifications. Due to this,some of the method reference information on reports has changed. However, no substantive change has beenmade to our laboratory methods, and as such there is no change in the validity of current or previous results(regarding both quality and NATA accreditation).
If the date and time of sampling are not provided, the Laboratory will not be responsible for compromised results should testing be performed outside the recommended holding time.
Description Testing Site Extracted Holding TimeAsbestos - LTM-ASB-8020 Sydney May 21, 2018 IndefiniteAsbestos - LTM-ASB-8020 Sydney May 21, 2018 Indefinite
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 4 of 12Report Number: 599119-AID
Asbestos - AS4964
Asbestos Absence /Presence
HOLD
Lead
Organochlorine Pesticides
Polychlorinated Biphenyls
Metals M8
Halogenated Volatile Organics
Moisture Set
Eurofins | mgt Suite B4
BTEXN and Volatile TRH
ABN – 50 005 085 521e.mail : [email protected] : www.eurofins.com.au
Melbourne3-5 Kingston Town Close Oakleigh VIC 3166 Phone : +61 3 8564 5000 NATA # 1261Site # 1254 & 14271
SydneyUnit F3, Building F16 Mars RoadLane Cove West NSW 2066 Phone : +61 2 9900 8400 NATA # 1261 Site # 18217
Brisbane1/21 Smallwood Place Murarrie QLD 4172 Phone : +61 7 3902 4600 NATA # 1261 Site # 20794
Perth2/91 Leach Highway Kewdale WA 6105 Phone : +61 8 9251 9600 NATA # 1261Site # 23736
V2
Company Name: Coffey Environments Pty Ltd NSW Order No.: Received: May 19, 2018 12:15 PMAddress: Level 20, Tower B, Citadel Tower 799 Pacific Highway Report #: 599119 Due: May 28, 2018
Chatswood Phone: +61 2 9406 1000 Priority: 5 DayNSW 2067 Fax: +61 2 9406 1004 Contact Name: David McFadden
Project Name: MULGOA RD UPGRADEProject ID: SYDEN214564
Eurofins | mgt Analytical Services Manager : Nibha Vaidya
Sample Detail
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 5 of 12Report Number: 599119-AID
Melbourne Laboratory - NATA Site # 1254 & 14271 X X X X X X X X
Sydney Laboratory - NATA Site # 18217 X X X X X
Brisbane Laboratory - NATA Site # 20794Perth Laboratory - NATA Site # 23736External LaboratoryNo Sample ID Sample Date Sampling
TimeMatrix LAB ID
1 BH1-0.0-0.1 May 15, 2018 Soil S18-My24949 X X X
2 BH1-0.5-0.6 May 15, 2018 Soil S18-My24950 X X X
3 BH2-0.0-0.1 May 15, 2018 Soil S18-My24951 X X X
4 BH2-0.5-0.6 May 15, 2018 Soil S18-My24952 X X X
5 BH3-0.0-0.1 May 15, 2018 Soil S18-My24953 X X X
6 BH4-0.0-0.1 May 15, 2018 Soil S18-My24954 X X X
7 BH4-0.4-0.5 May 15, 2018 Soil S18-My24955 X X X
8 BH5-0.0-0.1 May 15, 2018 Soil S18-My24956 X X X X
9 BH5-0.3-0.4 May 15, 2018 Soil S18-My24957 X X X X
Asbestos - AS4964
Asbestos Absence /Presence
HOLD
Lead
Organochlorine Pesticides
Polychlorinated Biphenyls
Metals M8
Halogenated Volatile Organics
Moisture Set
Eurofins | mgt Suite B4
BTEXN and Volatile TRH
ABN – 50 005 085 521e.mail : [email protected] : www.eurofins.com.au
Melbourne3-5 Kingston Town Close Oakleigh VIC 3166 Phone : +61 3 8564 5000 NATA # 1261Site # 1254 & 14271
SydneyUnit F3, Building F16 Mars RoadLane Cove West NSW 2066 Phone : +61 2 9900 8400 NATA # 1261 Site # 18217
Brisbane1/21 Smallwood Place Murarrie QLD 4172 Phone : +61 7 3902 4600 NATA # 1261 Site # 20794
Perth2/91 Leach Highway Kewdale WA 6105 Phone : +61 8 9251 9600 NATA # 1261Site # 23736
V2
Company Name: Coffey Environments Pty Ltd NSW Order No.: Received: May 19, 2018 12:15 PMAddress: Level 20, Tower B, Citadel Tower 799 Pacific Highway Report #: 599119 Due: May 28, 2018
Chatswood Phone: +61 2 9406 1000 Priority: 5 DayNSW 2067 Fax: +61 2 9406 1004 Contact Name: David McFadden
Project Name: MULGOA RD UPGRADEProject ID: SYDEN214564
Eurofins | mgt Analytical Services Manager : Nibha Vaidya
Sample Detail
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 6 of 12Report Number: 599119-AID
Melbourne Laboratory - NATA Site # 1254 & 14271 X X X X X X X X
Sydney Laboratory - NATA Site # 18217 X X X X X
Brisbane Laboratory - NATA Site # 20794Perth Laboratory - NATA Site # 2373610 BH6-0.0-0.1 May 15, 2018 Soil S18-My24958 X X X X
11 BH7-0.0-0.1 May 15, 2018 Soil S18-My24959 X X X X
12 BH7-0.3-0.4 May 15, 2018 Soil S18-My24960 X X X X
13 BH8-0.0-0.1 May 15, 2018 Soil S18-My24961 X X X X
14 BH8-0.3-0.4 May 15, 2018 Soil S18-My24962 X X X X
15 BH9-0.0-0.1 May 15, 2018 Soil S18-My24963 X X X X
16 BH9-0.3-0.4 May 15, 2018 Soil S18-My24964 X X X X
17 BH10-0.0-0.1 May 15, 2018 Soil S18-My24965 X X X
18 BH10-0.2-0.3 May 15, 2018 Soil S18-My24966 X X X
19 BH11-0.0-0.1 May 16, 2018 Soil S18-My24967 X X X
20 BH11-0.3-0.4 May 16, 2018 Soil S18-My24968 X X X
21 BH12-0.0-0.1 May 16, 2018 Soil S18-My24969 X X X
Asbestos - AS4964
Asbestos Absence /Presence
HOLD
Lead
Organochlorine Pesticides
Polychlorinated Biphenyls
Metals M8
Halogenated Volatile Organics
Moisture Set
Eurofins | mgt Suite B4
BTEXN and Volatile TRH
ABN – 50 005 085 521e.mail : [email protected] : www.eurofins.com.au
Melbourne3-5 Kingston Town Close Oakleigh VIC 3166 Phone : +61 3 8564 5000 NATA # 1261Site # 1254 & 14271
SydneyUnit F3, Building F16 Mars RoadLane Cove West NSW 2066 Phone : +61 2 9900 8400 NATA # 1261 Site # 18217
Brisbane1/21 Smallwood Place Murarrie QLD 4172 Phone : +61 7 3902 4600 NATA # 1261 Site # 20794
Perth2/91 Leach Highway Kewdale WA 6105 Phone : +61 8 9251 9600 NATA # 1261Site # 23736
V2
Company Name: Coffey Environments Pty Ltd NSW Order No.: Received: May 19, 2018 12:15 PMAddress: Level 20, Tower B, Citadel Tower 799 Pacific Highway Report #: 599119 Due: May 28, 2018
Chatswood Phone: +61 2 9406 1000 Priority: 5 DayNSW 2067 Fax: +61 2 9406 1004 Contact Name: David McFadden
Project Name: MULGOA RD UPGRADEProject ID: SYDEN214564
Eurofins | mgt Analytical Services Manager : Nibha Vaidya
Sample Detail
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 7 of 12Report Number: 599119-AID
Melbourne Laboratory - NATA Site # 1254 & 14271 X X X X X X X X
Sydney Laboratory - NATA Site # 18217 X X X X X
Brisbane Laboratory - NATA Site # 20794Perth Laboratory - NATA Site # 2373622 BH12-0.3-0.4 May 16, 2018 Soil S18-My24970 X X X
23 BH13-0.0-0.1 May 16, 2018 Soil S18-My24971 X X X
24 BH14-0.0-0.1 May 16, 2018 Soil S18-My24972 X X X
25 BH14-0.3-0.4 May 16, 2018 Soil S18-My24973 X X X
26 BH15-0.0-0.1 May 16, 2018 Soil S18-My24974 X X X
27 BH16-0.0-0.1 May 16, 2018 Soil S18-My24975 X X X X X X
28 BH16-0.2-0.3 May 16, 2018 Soil S18-My24976 X X X X X X
29 BH17-0.0-0.1 May 16, 2018 Soil S18-My24977 X X X X X X
30 BH17-0.3-0.4 May 16, 2018 Soil S18-My24978 X X X X X X
31 BH18-0.0-0.1 May 16, 2018 Soil S18-My24979 X X X X X X
32 BH18-0.4-0.5 May 16, 2018 Soil S18-My24980 X
33 BH19-0.0-0.1 May 16, 2018 Soil S18-My24981 X X X X X X
Asbestos - AS4964
Asbestos Absence /Presence
HOLD
Lead
Organochlorine Pesticides
Polychlorinated Biphenyls
Metals M8
Halogenated Volatile Organics
Moisture Set
Eurofins | mgt Suite B4
BTEXN and Volatile TRH
ABN – 50 005 085 521e.mail : [email protected] : www.eurofins.com.au
Melbourne3-5 Kingston Town Close Oakleigh VIC 3166 Phone : +61 3 8564 5000 NATA # 1261Site # 1254 & 14271
SydneyUnit F3, Building F16 Mars RoadLane Cove West NSW 2066 Phone : +61 2 9900 8400 NATA # 1261 Site # 18217
Brisbane1/21 Smallwood Place Murarrie QLD 4172 Phone : +61 7 3902 4600 NATA # 1261 Site # 20794
Perth2/91 Leach Highway Kewdale WA 6105 Phone : +61 8 9251 9600 NATA # 1261Site # 23736
V2
Company Name: Coffey Environments Pty Ltd NSW Order No.: Received: May 19, 2018 12:15 PMAddress: Level 20, Tower B, Citadel Tower 799 Pacific Highway Report #: 599119 Due: May 28, 2018
Chatswood Phone: +61 2 9406 1000 Priority: 5 DayNSW 2067 Fax: +61 2 9406 1004 Contact Name: David McFadden
Project Name: MULGOA RD UPGRADEProject ID: SYDEN214564
Eurofins | mgt Analytical Services Manager : Nibha Vaidya
Sample Detail
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 8 of 12Report Number: 599119-AID
Melbourne Laboratory - NATA Site # 1254 & 14271 X X X X X X X X
Sydney Laboratory - NATA Site # 18217 X X X X X
Brisbane Laboratory - NATA Site # 20794Perth Laboratory - NATA Site # 2373634 BH19-0.3-0.4 May 16, 2018 Soil S18-My24982 X X X X X X
35 BH20-0.0-0.1 May 16, 2018 Soil S18-My24983 X X X X X X
36 BH20-0.3-0.4 May 16, 2018 Soil S18-My24984 X X X X X X
37 BH21-0.0-0.1 May 17, 2018 Soil S18-My24985 X X X X X X
38 BH21-0.2-0.3 May 17, 2018 Soil S18-My24986 X X X X X X
39 BH22-0.0-0.1 May 17, 2018 Soil S18-My24987 X X X X X X
40 BH22-0.3-0.4 May 17, 2018 Soil S18-My24988 X X X X X X
41 BH23-0.0-0.1 May 17, 2018 Soil S18-My24989 X X X X X X
42 BH23-0.3-0.4 May 17, 2018 Soil S18-My24990 X X X X X X
43 BH24-0.0-0.1 May 17, 2018 Soil S18-My24991 X X X X X X
44 BH25-0.0-0.1 May 17, 2018 Soil S18-My24992 X X X X X X
45 PIPE May 16, 2018 Building S18-My24993 X
Asbestos - AS4964
Asbestos Absence /Presence
HOLD
Lead
Organochlorine Pesticides
Polychlorinated Biphenyls
Metals M8
Halogenated Volatile Organics
Moisture Set
Eurofins | mgt Suite B4
BTEXN and Volatile TRH
ABN – 50 005 085 521e.mail : [email protected] : www.eurofins.com.au
Melbourne3-5 Kingston Town Close Oakleigh VIC 3166 Phone : +61 3 8564 5000 NATA # 1261Site # 1254 & 14271
SydneyUnit F3, Building F16 Mars RoadLane Cove West NSW 2066 Phone : +61 2 9900 8400 NATA # 1261 Site # 18217
Brisbane1/21 Smallwood Place Murarrie QLD 4172 Phone : +61 7 3902 4600 NATA # 1261 Site # 20794
Perth2/91 Leach Highway Kewdale WA 6105 Phone : +61 8 9251 9600 NATA # 1261Site # 23736
V2
Company Name: Coffey Environments Pty Ltd NSW Order No.: Received: May 19, 2018 12:15 PMAddress: Level 20, Tower B, Citadel Tower 799 Pacific Highway Report #: 599119 Due: May 28, 2018
Chatswood Phone: +61 2 9406 1000 Priority: 5 DayNSW 2067 Fax: +61 2 9406 1004 Contact Name: David McFadden
Project Name: MULGOA RD UPGRADEProject ID: SYDEN214564
Eurofins | mgt Analytical Services Manager : Nibha Vaidya
Sample Detail
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 9 of 12Report Number: 599119-AID
Melbourne Laboratory - NATA Site # 1254 & 14271 X X X X X X X X
Sydney Laboratory - NATA Site # 18217 X X X X X
Brisbane Laboratory - NATA Site # 20794Perth Laboratory - NATA Site # 23736
Materials46 DUP01 May 15, 2018 Soil S18-My24994 X X X
47 DUP02 May 16, 2018 Soil S18-My24995 X X X
48 DUP3 May 16, 2018 Soil S18-My24996 X X X
49 DUP4 May 16, 2018 Soil S18-My24997 X X X X X
50 TB1 May 15, 2018 Soil S18-My24998 X
51 TS1 May 15, 2018 Soil S18-My24999 X
52 RINSATE 1 May 15, 2018 Water S18-My25001 X X
53 RINSATE 2 May 16, 2018 Water S18-My25002 X X
54 RINSATE 3 May 17, 2018 Water S18-My25003 X X
55 BH1-0.7-0.8 May 15, 2018 Soil S18-My25005 X
56 BH18-0.4-0.5 May 16, 2018 Soil S18-My25006 X X X X X X
Asbestos - AS4964
Asbestos Absence /Presence
HOLD
Lead
Organochlorine Pesticides
Polychlorinated Biphenyls
Metals M8
Halogenated Volatile Organics
Moisture Set
Eurofins | mgt Suite B4
BTEXN and Volatile TRH
ABN – 50 005 085 521e.mail : [email protected] : www.eurofins.com.au
Melbourne3-5 Kingston Town Close Oakleigh VIC 3166 Phone : +61 3 8564 5000 NATA # 1261Site # 1254 & 14271
SydneyUnit F3, Building F16 Mars RoadLane Cove West NSW 2066 Phone : +61 2 9900 8400 NATA # 1261 Site # 18217
Brisbane1/21 Smallwood Place Murarrie QLD 4172 Phone : +61 7 3902 4600 NATA # 1261 Site # 20794
Perth2/91 Leach Highway Kewdale WA 6105 Phone : +61 8 9251 9600 NATA # 1261Site # 23736
V2
Company Name: Coffey Environments Pty Ltd NSW Order No.: Received: May 19, 2018 12:15 PMAddress: Level 20, Tower B, Citadel Tower 799 Pacific Highway Report #: 599119 Due: May 28, 2018
Chatswood Phone: +61 2 9406 1000 Priority: 5 DayNSW 2067 Fax: +61 2 9406 1004 Contact Name: David McFadden
Project Name: MULGOA RD UPGRADEProject ID: SYDEN214564
Eurofins | mgt Analytical Services Manager : Nibha Vaidya
Sample Detail
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 10 of 12Report Number: 599119-AID
Melbourne Laboratory - NATA Site # 1254 & 14271 X X X X X X X X
Sydney Laboratory - NATA Site # 18217 X X X X X
Brisbane Laboratory - NATA Site # 20794Perth Laboratory - NATA Site # 23736Test Counts 19 1 1 29 19 19 21 10 48 51 2
Internal Quality Control Review and GlossaryGeneral1. QC data may be available on request.
2. All soil results are reported on a dry basis, unless otherwise stated.
3. Samples were analysed on an 'as received' basis.
4. This report replaces any interim results previously issued.
Holding TimesPlease refer to 'Sample Preservation and Container Guide' for holding times (QS3001).
For samples received on the last day of holding time, notification of testing requirements should have been received at least 6 hours prior to sample receipt deadlines as stated on the Sample Receipt Advice.
If the Laboratory did not receive the information in the required timeframe, and regardless of any other integrity issues, suitably qualified results may still be reported.
Holding times apply from the date of sampling, therefore compliance to these may be outside the laboratory's control.
Units% w/w: weight for weight basis grams per kilogram
Filter loading: fibres/100 graticule areas
Reported Concentration: fibres/mL
Flowrate: L/min
TermsDry Where a moisture has been determined on a solid sample the result is expressed on a dry basis
LOR Limit of Reporting
COC Chain of Custody
SRA Sample Receipt Advice
ISO International Standards Organisation
AS Australian Standards
WA DOH Western Australia Department of Health
NOHSC National Occupational Health and Safety Commission
ACM Bonded asbestos-containing material means any material containing more than 1% asbestos and comprises asbestos-containing-material which is in sound condition,although possibly broken or fragmented, and where the asbestos is bound in a matrix such as cement or resin. Common examples of ACM include but are not limited to: pipe and boiler insulation, sprayed-on fireproofing, troweled-on acoustical plaster, floor tile and mastic, floor linoleum, transite shingles, roofing materials, wall and ceiling plaster, ceiling tiles, and gasket materials. This term is restricted to material that cannot pass a 7 mm x 7 mm sieve. This sieve size is selected because it approximates the thickness of common asbestos cement sheeting and for fragments to be smaller than this would imply a high degree of damage and hence potential for fibre release.
FA FA comprises friable asbestos material and includes severely weathered cement sheet, insulation products and woven asbestos material. This type of friable asbestosis defined here as asbestos material that is in a degraded condition such that it can be broken or crumbled by hand pressure. This material is typically unbonded or was previously bonded and is now significantly degraded (crumbling).
PACM Presumed Asbestos-Containing Material means thermal system insulation and surfacing material found in buildings, vessels, and vessel sections constructed no laterthan 1980 that are assumed to contain greater than one percent asbestos but have not been sampled or analyzed to verify or negate the presence of asbestos.
AF Asbestos fines (AF) are defined as free fibres, or fibre bundles, smaller than 7mm. It is the free fibres which present the greatest risk to human health, although verysmall fibres (< 5 microns in length) are not considered to be such a risk. AF also includes small fragments of bonded ACM that pass through a 7 mm x 7 mm sieve. (Note that for bonded ACM fragments to pass through a 7 mm x 7 mm sieve implies a substatntial degree of damage which increases the potential for fibre release.)
AC Asbestos cement means a mixture of cement and asbestos fibres (typically 90:10 ratios).
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 11 of 12Report Number: 599119-AID
Comments
Sample IntegrityCustody Seals Intact (if used) N/AAttempt to Chill was evident NoSample correctly preserved YesAppropriate sample containers have been used YesSample containers for volatile analysis received with minimal headspace YesSamples received within HoldingTime YesSome samples have been subcontracted No
Qualifier Codes/CommentsCode DescriptionN/A Not applicable
Asbestos Counter/Identifier:Sayeed Abu Senior Analyst-Asbestos (NSW)
Authorised by:Laxman Dias Senior Analyst-Asbestos (NSW)
Glenn JacksonNational Operations Manager
Final Report – this report replaces any previously issued Report
- Indicates Not Requested* Indicates NATA accreditation does not cover the performance of this serviceMeasurement uncertainty of test data is available on request or please click here.Eurofins | mgt shall not be liable for loss, cost, damages or expenses incurred by the client, or any other person or company, resulting from the use of any information or interpretation given in this report. In no case shall Eurofins | mgt be liable for consequential damages including, but not limited to, lost profits, damages for failure to meet deadlines and lost production arising from this report. This document shall not be reproduced except in full and relates only to the items tested. Unless indicated otherwise, the tests were performed on the samples as received.
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 12 of 12Report Number: 599119-AID
Certificate of Analysis
Coffey Environments Pty Ltd NSWLevel 20, Tower B, Citadel Tower 799 Pacific Highway ChatswoodNSW 2067
Attention: David McFadden
Report 599119-WProject name MULGOA RD UPGRADEProject ID SYDEN214564Received Date May 19, 2018
NATA AccreditedAccreditation Number 1261Site Number 18217
Accredited for compliance with ISO/IEC 17025 – Testing The results of the tests, calibrations and/or measurements included in this document are traceable to Australian/national standards.
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 1 of 15
Report Number: 599119-W
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
RINSATE 1 WaterS18-My25001May 15, 2018
RINSATE 2 WaterS18-My25002May 16, 2018
RINSATE 3 WaterS18-My25003May 17, 2018
Total Recoverable Hydrocarbons - 1999 NEPM FractionsTRH C6-C9 0.02 mg/L < 0.02 < 0.02 < 0.02TRH C10-C14 0.05 mg/L < 0.05 < 0.05 < 0.05TRH C15-C28 0.1 mg/L < 0.1 < 0.1 < 0.1TRH C29-C36 0.1 mg/L < 0.1 < 0.1 < 0.1TRH C10-36 (Total) 0.1 mg/L < 0.1 < 0.1 < 0.1BTEXBenzene 0.001 mg/L < 0.001 < 0.001 < 0.001Toluene 0.001 mg/L < 0.001 < 0.001 < 0.001Ethylbenzene 0.001 mg/L < 0.001 < 0.001 < 0.001m&p-Xylenes 0.002 mg/L < 0.002 < 0.002 < 0.002o-Xylene 0.001 mg/L < 0.001 < 0.001 < 0.001Xylenes - Total 0.003 mg/L < 0.003 < 0.003 < 0.0034-Bromofluorobenzene (surr.) 1 % 108 111 111Total Recoverable Hydrocarbons - 2013 NEPM FractionsNaphthaleneN02 0.01 mg/L < 0.01 < 0.01 < 0.01TRH C6-C10 0.02 mg/L < 0.02 < 0.02 < 0.02TRH C6-C10 less BTEX (F1)N04 0.02 mg/L < 0.02 < 0.02 < 0.02TRH >C10-C16 0.05 mg/L < 0.05 < 0.05 < 0.05TRH >C10-C16 less Naphthalene (F2)N01 0.05 mg/L < 0.05 < 0.05 < 0.05TRH >C16-C34 0.1 mg/L < 0.1 < 0.1 < 0.1TRH >C34-C40 0.1 mg/L < 0.1 < 0.1 < 0.1Polycyclic Aromatic HydrocarbonsAcenaphthene 0.001 mg/L < 0.001 < 0.001 < 0.001Acenaphthylene 0.001 mg/L < 0.001 < 0.001 < 0.001Anthracene 0.001 mg/L < 0.001 < 0.001 < 0.001Benz(a)anthracene 0.001 mg/L < 0.001 < 0.001 < 0.001Benzo(a)pyrene 0.001 mg/L < 0.001 < 0.001 < 0.001Benzo(b&j)fluorantheneN07 0.001 mg/L < 0.001 < 0.001 < 0.001Benzo(g.h.i)perylene 0.001 mg/L < 0.001 < 0.001 < 0.001Benzo(k)fluoranthene 0.001 mg/L < 0.001 < 0.001 < 0.001Chrysene 0.001 mg/L < 0.001 < 0.001 < 0.001Dibenz(a.h)anthracene 0.001 mg/L < 0.001 < 0.001 < 0.001Fluoranthene 0.001 mg/L < 0.001 < 0.001 < 0.001Fluorene 0.001 mg/L < 0.001 < 0.001 < 0.001Indeno(1.2.3-cd)pyrene 0.001 mg/L < 0.001 < 0.001 < 0.001
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 2 of 15
Report Number: 599119-W
Client Sample IDSample MatrixEurofins | mgt Sample No.Date SampledTest/Reference LOR Unit
RINSATE 1 WaterS18-My25001May 15, 2018
RINSATE 2 WaterS18-My25002May 16, 2018
RINSATE 3 WaterS18-My25003May 17, 2018
Polycyclic Aromatic HydrocarbonsNaphthalene 0.001 mg/L < 0.001 < 0.001 < 0.001Phenanthrene 0.001 mg/L < 0.001 < 0.001 < 0.001Pyrene 0.001 mg/L < 0.001 < 0.001 < 0.001Total PAH* 0.001 mg/L < 0.001 < 0.001 < 0.0012-Fluorobiphenyl (surr.) 1 % 87 103 88p-Terphenyl-d14 (surr.) 1 % 122 119 113Heavy MetalsArsenic 0.001 mg/L < 0.001 < 0.001 < 0.001Cadmium 0.0002 mg/L < 0.0002 < 0.0002 < 0.0002Chromium 0.001 mg/L < 0.001 < 0.001 < 0.001Copper 0.001 mg/L 0.002 < 0.001 < 0.001Lead 0.001 mg/L < 0.001 < 0.001 < 0.001Mercury 0.0001 mg/L < 0.0001 < 0.0001 < 0.0001Nickel 0.001 mg/L < 0.001 < 0.001 < 0.001Zinc 0.005 mg/L < 0.005 < 0.005 < 0.005
Sample HistoryWhere samples are submitted/analysed over several days, the last date of extraction and analysis is reported.A recent review of our LIMS has resulted in the correction or clarification of some method identifications. Due to this, some of the method reference information on reports has changed. However,no substantive change has been made to our laboratory methods, and as such there is no change in the validity of current or previous results (regarding both quality and NATA accreditation).
If the date and time of sampling are not provided, the Laboratory will not be responsible for compromised results should testing be performed outside the recommended holding time.
Description Testing Site Extracted Holding TimeTotal Recoverable Hydrocarbons - 1999 NEPM Fractions Melbourne May 24, 2018 7 Day
- Method: LTM-ORG-2010 TRH C6-C36
BTEX Melbourne May 22, 2018 14 Day- Method: TRH C6-C40 - LTM-ORG-2010
Total Recoverable Hydrocarbons - 2013 NEPM Fractions Melbourne May 22, 2018 7 Day- Method: TRH C6-C40 - LTM-ORG-2010
Eurofins | mgt Suite B4Total Recoverable Hydrocarbons - 2013 NEPM Fractions Melbourne May 24, 2018 7 Day
- Method: TRH C6-C40 - LTM-ORG-2010
Polycyclic Aromatic Hydrocarbons Melbourne May 24, 2018 7 Day- Method: LTM-ORG-2130 PAH and Phenols in Soil and Water
Metals M8 Melbourne May 22, 2018 28 Days- Method: LTM-MET-3040 Metals in Waters, Soils & Sediments by ICP-MS
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 3 of 15
Report Number: 599119-W
ABN– 50 005 085 521e.mail : [email protected] : www.eurofins.com.au
Melbourne2-5 Kingston Town CloseOakleigh VIC 3166Phone : +61 3 8564 5000NATA # 1261Site # 1254 & 14271
SydneyUnit F3, Building F16 Mars RoadLane Cove West NSW 2066Phone : +61 2 9900 8400NATA # 1261 Site # 18217
Brisbane1/21 Smallwood PlaceMurarrie QLD 4172Phone : +61 7 3902 4600NATA # 1261 Site # 20794
Perth2/91 Leach HighwayKewdale WA 6105Phone : +61 8 9251 9600NATA # 1261Site # 23736
.Company Name: Coffey Environments Pty Ltd NSW Order No.: Received: May 19, 2018 12:15 PMAddress: Level 20, Tower B, Citadel Tower 799 Pacific Highway Report #: 599119 Due: May 28, 2018
Chatswood Phone: +61 2 9406 1000 Priority: 5 DayNSW 2067 Fax: +61 2 9406 1004 Contact Name: David McFadden
Project Name: MULGOA RD UPGRADEProject ID: SYDEN214564
Eurofins | mgt Analytical Services Manager : Nibha Vaidya
Sample Detail
Date Reported:May 28, 2018
Page 4 of 15
Report Number: 599119-W
Melbourne Laboratory - NATA Site # 1254 & 14271 X X X X X X X X
Sydney Laboratory - NATA Site # 18217 X X X X X
Brisbane Laboratory - NATA Site # 20794Perth Laboratory - NATA Site # 23736External LaboratoryNo Sample ID Sample Date Sampling
TimeMatrix LAB ID
1 BH1-0.0-0.1 May 15, 2018 Soil S18-My24949 X X X
2 BH1-0.5-0.6 May 15, 2018 Soil S18-My24950 X X X
3 BH2-0.0-0.1 May 15, 2018 Soil S18-My24951 X X X
4 BH2-0.5-0.6 May 15, 2018 Soil S18-My24952 X X X
5 BH3-0.0-0.1 May 15, 2018 Soil S18-My24953 X X X
6 BH4-0.0-0.1 May 15, 2018 Soil S18-My24954 X X X
7 BH4-0.4-0.5 May 15, 2018 Soil S18-My24955 X X X
8 BH5-0.0-0.1 May 15, 2018 Soil S18-My24956 X X X X
9 BH5-0.3-0.4 May 15, 2018 Soil S18-My24957 X X X X
BT
EX
N and V
olatile TR
H
Eurofins | m
gt Suite B
4
Moisture S
et
Halogenated V
olatile Organics
Metals M
8
Polychlorinated B
iphenyls
Organochlorine P
esticides
Lead
HO
LD
Asbestos A
bsence /Presence
Asbestos - A
S4964
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
ABN : 50 005 085 521 Telephone: +61 2 9900 8400
ABN– 50 005 085 521e.mail : [email protected] : www.eurofins.com.au
Melbourne2-5 Kingston Town CloseOakleigh VIC 3166Phone : +61 3 8564 5000NATA # 1261Site # 1254 & 14271
SydneyUnit F3, Building F16 Mars RoadLane Cove West NSW 2066Phone : +61 2 9900 8400NATA # 1261 Site # 18217
Brisbane1/21 Smallwood PlaceMurarrie QLD 4172Phone : +61 7 3902 4600NATA # 1261 Site # 20794
Perth2/91 Leach HighwayKewdale WA 6105Phone : +61 8 9251 9600NATA # 1261Site # 23736
Company Name: Coffey Environments Pty Ltd NSW Order No.: Received: May 19, 2018 12:15 PMAddress: Level 20, Tower B, Citadel Tower 799 Pacific Highway Report #: 599119 Due: May 28, 2018
Chatswood Phone: +61 2 9406 1000 Priority: 5 DayNSW 2067 Fax: +61 2 9406 1004 Contact Name: David McFadden
Project Name: MULGOA RD UPGRADEProject ID: SYDEN214564
Eurofins | mgt Analytical Services Manager : Nibha Vaidya
Sample Detail
Page 5 of 15
Report Number: 599119-W
Melbourne Laboratory - NATA Site # 1254 & 14271 X X X X X X X X
Sydney Laboratory - NATA Site # 18217 X X X X X
Brisbane Laboratory - NATA Site # 20794Perth Laboratory - NATA Site # 2373610 BH6-0.0-0.1 May 15, 2018 Soil S18-My24958 X X X X
11 BH7-0.0-0.1 May 15, 2018 Soil S18-My24959 X X X X
12 BH7-0.3-0.4 May 15, 2018 Soil S18-My24960 X X X X
13 BH8-0.0-0.1 May 15, 2018 Soil S18-My24961 X X X X
14 BH8-0.3-0.4 May 15, 2018 Soil S18-My24962 X X X X
15 BH9-0.0-0.1 May 15, 2018 Soil S18-My24963 X X X X
16 BH9-0.3-0.4 May 15, 2018 Soil S18-My24964 X X X X
17 BH10-0.0-0.1 May 15, 2018 Soil S18-My24965 X X X
18 BH10-0.2-0.3 May 15, 2018 Soil S18-My24966 X X X
19 BH11-0.0-0.1 May 16, 2018 Soil S18-My24967 X X X
20 BH11-0.3-0.4 May 16, 2018 Soil S18-My24968 X X X
21 BH12-0.0-0.1 May 16, 2018 Soil S18-My24969 X X X
BT
EX
N and V
olatile TR
H
Eurofins | m
gt Suite B
4
Moisture S
et
Halogenated V
olatile Organics
Metals M
8
Polychlorinated B
iphenyls
Organochlorine P
esticides
Lead
HO
LD
Asbestos A
bsence /Presence
Asbestos - A
S4964
ABN– 50 005 085 521e.mail : [email protected] : www.eurofins.com.au
Melbourne2-5 Kingston Town CloseOakleigh VIC 3166Phone : +61 3 8564 5000NATA # 1261Site # 1254 & 14271
SydneyUnit F3, Building F16 Mars RoadLane Cove West NSW 2066Phone : +61 2 9900 8400NATA # 1261 Site # 18217
Brisbane1/21 Smallwood PlaceMurarrie QLD 4172Phone : +61 7 3902 4600NATA # 1261 Site # 20794
Perth2/91 Leach HighwayKewdale WA 6105Phone : +61 8 9251 9600NATA # 1261Site # 23736
Company Name: Coffey Environments Pty Ltd NSW Order No.: Received: May 19, 2018 12:15 PMAddress: Level 20, Tower B, Citadel Tower 799 Pacific Highway Report #: 599119 Due: May 28, 2018
Chatswood Phone: +61 2 9406 1000 Priority: 5 DayNSW 2067 Fax: +61 2 9406 1004 Contact Name: David McFadden
Project Name: MULGOA RD UPGRADEProject ID: SYDEN214564
Eurofins | mgt Analytical Services Manager : Nibha Vaidya
Sample Detail
Page 6 of 15
Report Number: 599119-W
Melbourne Laboratory - NATA Site # 1254 & 14271 X X X X X X X X
Sydney Laboratory - NATA Site # 18217 X X X X X
Brisbane Laboratory - NATA Site # 20794Perth Laboratory - NATA Site # 2373622 BH12-0.3-0.4 May 16, 2018 Soil S18-My24970 X X X
23 BH13-0.0-0.1 May 16, 2018 Soil S18-My24971 X X X
24 BH14-0.0-0.1 May 16, 2018 Soil S18-My24972 X X X
25 BH14-0.3-0.4 May 16, 2018 Soil S18-My24973 X X X
26 BH15-0.0-0.1 May 16, 2018 Soil S18-My24974 X X X
27 BH16-0.0-0.1 May 16, 2018 Soil S18-My24975 X X X X X X
28 BH16-0.2-0.3 May 16, 2018 Soil S18-My24976 X X X X X X
29 BH17-0.0-0.1 May 16, 2018 Soil S18-My24977 X X X X X X
30 BH17-0.3-0.4 May 16, 2018 Soil S18-My24978 X X X X X X
31 BH18-0.0-0.1 May 16, 2018 Soil S18-My24979 X X X X X X
32 BH18-0.4-0.5 May 16, 2018 Soil S18-My24980 X
33 BH19-0.0-0.1 May 16, 2018 Soil S18-My24981 X X X X X X
BT
EX
N and V
olatile TR
H
Eurofins | m
gt Suite B
4
Moisture S
et
Halogenated V
olatile Organics
Metals M
8
Polychlorinated B
iphenyls
Organochlorine P
esticides
Lead
HO
LD
Asbestos A
bsence /Presence
Asbestos - A
S4964
ABN– 50 005 085 521e.mail : [email protected] : www.eurofins.com.au
Melbourne2-5 Kingston Town CloseOakleigh VIC 3166Phone : +61 3 8564 5000NATA # 1261Site # 1254 & 14271
SydneyUnit F3, Building F16 Mars RoadLane Cove West NSW 2066Phone : +61 2 9900 8400NATA # 1261 Site # 18217
Brisbane1/21 Smallwood PlaceMurarrie QLD 4172Phone : +61 7 3902 4600NATA # 1261 Site # 20794
Perth2/91 Leach HighwayKewdale WA 6105Phone : +61 8 9251 9600NATA # 1261Site # 23736
Company Name: Coffey Environments Pty Ltd NSW Order No.: Received: May 19, 2018 12:15 PMAddress: Level 20, Tower B, Citadel Tower 799 Pacific Highway Report #: 599119 Due: May 28, 2018
Chatswood Phone: +61 2 9406 1000 Priority: 5 DayNSW 2067 Fax: +61 2 9406 1004 Contact Name: David McFadden
Project Name: MULGOA RD UPGRADEProject ID: SYDEN214564
Eurofins | mgt Analytical Services Manager : Nibha Vaidya
Sample Detail
Page 7 of 15
Report Number: 599119-W
Melbourne Laboratory - NATA Site # 1254 & 14271 X X X X X X X X
Sydney Laboratory - NATA Site # 18217 X X X X X
Brisbane Laboratory - NATA Site # 20794Perth Laboratory - NATA Site # 2373634 BH19-0.3-0.4 May 16, 2018 Soil S18-My24982 X X X X X X
35 BH20-0.0-0.1 May 16, 2018 Soil S18-My24983 X X X X X X
36 BH20-0.3-0.4 May 16, 2018 Soil S18-My24984 X X X X X X
37 BH21-0.0-0.1 May 17, 2018 Soil S18-My24985 X X X X X X
38 BH21-0.2-0.3 May 17, 2018 Soil S18-My24986 X X X X X X
39 BH22-0.0-0.1 May 17, 2018 Soil S18-My24987 X X X X X X
40 BH22-0.3-0.4 May 17, 2018 Soil S18-My24988 X X X X X X
41 BH23-0.0-0.1 May 17, 2018 Soil S18-My24989 X X X X X X
42 BH23-0.3-0.4 May 17, 2018 Soil S18-My24990 X X X X X X
43 BH24-0.0-0.1 May 17, 2018 Soil S18-My24991 X X X X X X
44 BH25-0.0-0.1 May 17, 2018 Soil S18-My24992 X X X X X X
45 PIPE May 16, 2018 Building S18-My24993 X
BT
EX
N and V
olatile TR
H
Eurofins | m
gt Suite B
4
Moisture S
et
Halogenated V
olatile Organics
Metals M
8
Polychlorinated B
iphenyls
Organochlorine P
esticides
Lead
HO
LD
Asbestos A
bsence /Presence
Asbestos - A
S4964
ABN– 50 005 085 521e.mail : [email protected] : www.eurofins.com.au
Melbourne2-5 Kingston Town CloseOakleigh VIC 3166Phone : +61 3 8564 5000NATA # 1261Site # 1254 & 14271
SydneyUnit F3, Building F16 Mars RoadLane Cove West NSW 2066Phone : +61 2 9900 8400NATA # 1261 Site # 18217
Brisbane1/21 Smallwood PlaceMurarrie QLD 4172Phone : +61 7 3902 4600NATA # 1261 Site # 20794
Perth2/91 Leach HighwayKewdale WA 6105Phone : +61 8 9251 9600NATA # 1261Site # 23736
Company Name: Coffey Environments Pty Ltd NSW Order No.: Received: May 19, 2018 12:15 PMAddress: Level 20, Tower B, Citadel Tower 799 Pacific Highway Report #: 599119 Due: May 28, 2018
Chatswood Phone: +61 2 9406 1000 Priority: 5 DayNSW 2067 Fax: +61 2 9406 1004 Contact Name: David McFadden
Project Name: MULGOA RD UPGRADEProject ID: SYDEN214564
Eurofins | mgt Analytical Services Manager : Nibha Vaidya
Sample Detail
Page 8 of 15
Report Number: 599119-W
Melbourne Laboratory - NATA Site # 1254 & 14271 X X X X X X X X
Sydney Laboratory - NATA Site # 18217 X X X X X
Brisbane Laboratory - NATA Site # 20794Perth Laboratory - NATA Site # 23736
Materials46 DUP01 May 15, 2018 Soil S18-My24994 X X X
47 DUP02 May 16, 2018 Soil S18-My24995 X X X
48 DUP3 May 16, 2018 Soil S18-My24996 X X X
49 DUP4 May 16, 2018 Soil S18-My24997 X X X X X
50 TB1 May 15, 2018 Soil S18-My24998 X
51 TS1 May 15, 2018 Soil S18-My24999 X
52 TRIP SPIKE LAB
May 15, 2018 Soil S18-My25000 X
53 RINSATE 1 May 15, 2018 Water S18-My25001 X X
54 RINSATE 2 May 16, 2018 Water S18-My25002 X X
55 RINSATE 3 May 17, 2018 Water S18-My25003 X X
BT
EX
N and V
olatile TR
H
Eurofins | m
gt Suite B
4
Moisture S
et
Halogenated V
olatile Organics
Metals M
8
Polychlorinated B
iphenyls
Organochlorine P
esticides
Lead
HO
LD
Asbestos A
bsence /Presence
Asbestos - A
S4964
ABN– 50 005 085 521e.mail : [email protected] : www.eurofins.com.au
Melbourne2-5 Kingston Town CloseOakleigh VIC 3166Phone : +61 3 8564 5000NATA # 1261Site # 1254 & 14271
SydneyUnit F3, Building F16 Mars RoadLane Cove West NSW 2066Phone : +61 2 9900 8400NATA # 1261 Site # 18217
Brisbane1/21 Smallwood PlaceMurarrie QLD 4172Phone : +61 7 3902 4600NATA # 1261 Site # 20794
Perth2/91 Leach HighwayKewdale WA 6105Phone : +61 8 9251 9600NATA # 1261Site # 23736
Company Name: Coffey Environments Pty Ltd NSW Order No.: Received: May 19, 2018 12:15 PMAddress: Level 20, Tower B, Citadel Tower 799 Pacific Highway Report #: 599119 Due: May 28, 2018
Chatswood Phone: +61 2 9406 1000 Priority: 5 DayNSW 2067 Fax: +61 2 9406 1004 Contact Name: David McFadden
Project Name: MULGOA RD UPGRADEProject ID: SYDEN214564
Eurofins | mgt Analytical Services Manager : Nibha Vaidya
Sample Detail
Page 9 of 15
Report Number: 599119-W
Melbourne Laboratory - NATA Site # 1254 & 14271 X X X X X X X X
Sydney Laboratory - NATA Site # 18217 X X X X X
Brisbane Laboratory - NATA Site # 20794Perth Laboratory - NATA Site # 2373656 BH1-0.7-0.8 May 15, 2018 Soil S18-My25005 X
57 BH18-0.4-0.5 May 16, 2018 Soil S18-My25006 X X X X X X
Test Counts 19 1 1 29 19 19 21 10 48 51 3
BT
EX
N and V
olatile TR
H
Eurofins | m
gt Suite B
4
Moisture S
et
Halogenated V
olatile Organics
Metals M
8
Polychlorinated B
iphenyls
Organochlorine P
esticides
Lead
HO
LD
Asbestos A
bsence /Presence
Asbestos - A
S4964
Internal Quality Control Review and Glossary
General1. Laboratory QC results for Method Blanks, Duplicates, Matrix Spikes, and Laboratory Control Samples are included in this QC report where applicable. Additional QC data may be available on
request.
2. All soil results are reported on a dry basis, unless otherwise stated.
3. All biota/food results are reported on a wet weight basis on the edible portion, unless otherwise stated.
4. Actual LORs are matrix dependant. Quoted LORs may be raised where sample extracts are diluted due to interferences.
5. Results are uncorrected for matrix spikes or surrogate recoveries except for PFAS compounds.
6. SVOC analysis on waters are performed on homogenised, unfiltered samples, unless noted otherwise.
7. Samples were analysed on an 'as received' basis.
8. This report replaces any interim results previously issued.
Holding TimesPlease refer to 'Sample Preservation and Container Guide' for holding times (QS3001).
For samples received on the last day of holding time, notification of testing requirements should have been received at least 6 hours prior to sample receipt deadlines as stated on the SRA.
If the Laboratory did not receive the information in the required timeframe, and regardless of any other integrity issues, suitably qualified results may still be reported.
Holding times apply from the date of sampling, therefore compliance to these may be outside the laboratory's control.
For VOCs containing vinyl chloride, styrene and 2-chloroethyl vinyl ether the holding time is 7 days however for all other VOCs such as BTEX or C6-10 TRH then the holding time is 14 days.
**NOTE: pH duplicates are reported as a range NOT as RPD
Unitsmg/kg: milligrams per kilogram mg/L: milligrams per litre ug/L: micrograms per litre
ppm: Parts per million ppb: Parts per billion %: Percentage
org/100mL: Organisms per 100 millilitres NTU: Nephelometric Turbidity Units MPN/100mL: Most Probable Number of organisms per 100 millilitres
TermsDry Where a moisture has been determined on a solid sample the result is expressed on a dry basis.
LOR Limit of Reporting.
SPIKE Addition of the analyte to the sample and reported as percentage recovery.
RPD Relative Percent Difference between two Duplicate pieces of analysis.
LCS Laboratory Control Sample - reported as percent recovery.
CRM Certified Reference Material - reported as percent recovery.
Method Blank In the case of solid samples these are performed on laboratory certified clean sands and in the case of water samples these are performed on de-ionised water.
Surr - Surrogate The addition of a like compound to the analyte target and reported as percentage recovery.
Duplicate A second piece of analysis from the same sample and reported in the same units as the result to show comparison.
USEPA United States Environmental Protection Agency
APHA American Public Health Association
TCLP Toxicity Characteristic Leaching Procedure
COC Chain of Custody
SRA Sample Receipt Advice
QSM Quality Systems Manual ver 5.1 US Department of Defense
CP Client Parent - QC was performed on samples pertaining to this report
NCP Non-Client Parent - QC performed on samples not pertaining to this report, QC is representative of the sequence or batch that client samples were analysed within.
TEQ Toxic Equivalency Quotient
QC - Acceptance CriteriaRPD Duplicates: Global RPD Duplicates Acceptance Criteria is 30% however the following acceptance guidelines are equally applicable:
Results <10 times the LOR : No Limit
Results between 10-20 times the LOR : RPD must lie between 0-50%
Results >20 times the LOR : RPD must lie between 0-30%
Surrogate Recoveries: Recoveries must lie between 50-150%-Phenols & PFASs
PFAS field samples that contain surrogate recoveries in excess of the QC limit designated in QSM 5.1 where no positive PFAS results have been reported have been reviewed and no data wasaffected.
QC Data General Comments1. Where a result is reported as a less than (<), higher than the nominated LOR, this is due to either matrix interference, extract dilution required due to interferences or contaminant levels within
the sample, high moisture content or insufficient sample provided.
2. Duplicate data shown within this report that states the word "BATCH" is a Batch Duplicate from outside of your sample batch, but within the laboratory sample batch at a 1:10 ratio. The Parentand Duplicate data shown is not data from your samples.
3. Organochlorine Pesticide analysis - where reporting LCS data, Toxaphene & Chlordane are not added to the LCS.
4. Organochlorine Pesticide analysis - where reporting Spike data, Toxaphene is not added to the Spike.
5. Total Recoverable Hydrocarbons - where reporting Spike & LCS data, a single spike of commercial Hydrocarbon products in the range of C12-C30 is added and it's Total Recovery is reportedin the C10-C14 cell of the Report.
6. pH and Free Chlorine analysed in the laboratory - Analysis on this test must begin within 30 minutes of sampling.Therefore laboratory analysis is unlikely to be completed within holding time. Analysis will begin as soon as possible after sample receipt.
7. Recovery Data (Spikes & Surrogates) - where chromatographic interference does not allow the determination of Recovery the term "INT" appears against that analyte.
8. Polychlorinated Biphenyls are spiked only using Aroclor 1260 in Matrix Spikes and LCS.
9. For Matrix Spikes and LCS results a dash " -" in the report means that the specific analyte was not added to the QC sample.
10. Duplicate RPDs are calculated from raw analytical data thus it is possible to have two sets of data.
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 10 of 15
Report Number: 599119-W
Quality Control Results
Test Units Result 1 AcceptanceLimits
PassLimits
QualifyingCode
Method BlankTotal Recoverable Hydrocarbons - 1999 NEPM FractionsTRH C6-C9 mg/L < 0.02 0.02 PassTRH C10-C14 mg/L < 0.05 0.05 PassTRH C15-C28 mg/L < 0.1 0.1 PassTRH C29-C36 mg/L < 0.1 0.1 Pass
Method BlankBTEXBenzene mg/L < 0.001 0.001 PassToluene mg/L < 0.001 0.001 PassEthylbenzene mg/L < 0.001 0.001 Passm&p-Xylenes mg/L < 0.002 0.002 Passo-Xylene mg/L < 0.001 0.001 PassXylenes - Total mg/L < 0.003 0.003 Pass
Method BlankTotal Recoverable Hydrocarbons - 2013 NEPM FractionsNaphthalene mg/L < 0.01 0.01 PassTRH C6-C10 mg/L < 0.02 0.02 PassTRH >C10-C16 mg/L < 0.05 0.05 PassTRH >C16-C34 mg/L < 0.1 0.1 PassTRH >C34-C40 mg/L < 0.1 0.1 Pass
Method BlankPolycyclic Aromatic HydrocarbonsAcenaphthene mg/L < 0.001 0.001 PassAcenaphthylene mg/L < 0.001 0.001 PassAnthracene mg/L < 0.001 0.001 PassBenz(a)anthracene mg/L < 0.001 0.001 PassBenzo(a)pyrene mg/L < 0.001 0.001 PassBenzo(b&j)fluoranthene mg/L < 0.001 0.001 PassBenzo(g.h.i)perylene mg/L < 0.001 0.001 PassBenzo(k)fluoranthene mg/L < 0.001 0.001 PassChrysene mg/L < 0.001 0.001 PassDibenz(a.h)anthracene mg/L < 0.001 0.001 PassFluoranthene mg/L < 0.001 0.001 PassFluorene mg/L < 0.001 0.001 PassIndeno(1.2.3-cd)pyrene mg/L < 0.001 0.001 PassNaphthalene mg/L < 0.001 0.001 PassPhenanthrene mg/L < 0.001 0.001 PassPyrene mg/L < 0.001 0.001 Pass
Method BlankHeavy MetalsArsenic mg/L < 0.001 0.001 PassCadmium mg/L < 0.0002 0.0002 PassChromium mg/L < 0.001 0.001 PassCopper mg/L < 0.001 0.001 PassLead mg/L < 0.001 0.001 PassMercury mg/L < 0.0001 0.0001 PassNickel mg/L < 0.001 0.001 PassZinc mg/L < 0.005 0.005 Pass
LCS - % RecoveryTotal Recoverable Hydrocarbons - 1999 NEPM FractionsTRH C6-C9 % 110 70-130 Pass
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 11 of 15
Report Number: 599119-W
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 12 of 15
Report Number: 599119-W
Test Units Result 1 AcceptanceLimits
PassLimits
QualifyingCode
TRH C10-C14 % 82 70-130 PassLCS - % RecoveryBTEXBenzene % 102 70-130 PassToluene % 102 70-130 PassEthylbenzene % 100 70-130 Passm&p-Xylenes % 97 70-130 PassXylenes - Total % 98 70-130 Pass
LCS - % RecoveryTotal Recoverable Hydrocarbons - 2013 NEPM FractionsNaphthalene % 79 70-130 PassTRH C6-C10 % 118 70-130 PassTRH >C10-C16 % 82 70-130 Pass
LCS - % RecoveryPolycyclic Aromatic HydrocarbonsAcenaphthene % 99 70-130 PassAcenaphthylene % 107 70-130 PassAnthracene % 121 70-130 PassBenz(a)anthracene % 108 70-130 PassBenzo(a)pyrene % 111 70-130 PassBenzo(b&j)fluoranthene % 129 70-130 PassBenzo(g.h.i)perylene % 83 70-130 PassBenzo(k)fluoranthene % 109 70-130 PassChrysene % 118 70-130 PassDibenz(a.h)anthracene % 112 70-130 PassFluoranthene % 104 70-130 PassFluorene % 103 70-130 PassIndeno(1.2.3-cd)pyrene % 106 70-130 PassNaphthalene % 103 70-130 PassPhenanthrene % 97 70-130 PassPyrene % 113 70-130 Pass
LCS - % RecoveryHeavy MetalsArsenic % 97 80-120 PassCadmium % 100 80-120 PassChromium % 100 80-120 PassCopper % 99 80-120 PassLead % 101 80-120 PassMercury % 106 75-125 PassNickel % 99 80-120 PassZinc % 98 80-120 Pass
Test Lab Sample ID QASource Units Result 1 Acceptance
LimitsPass
LimitsQualifying
CodeSpike - % RecoveryTotal Recoverable Hydrocarbons - 1999 NEPM Fractions Result 1TRH C10-C14 S18-My26896 NCP % 83 70-130 Pass
Spike - % RecoveryTotal Recoverable Hydrocarbons - 2013 NEPM Fractions Result 1TRH >C10-C16 S18-My26896 NCP % 86 70-130 Pass
Spike - % RecoveryPolycyclic Aromatic Hydrocarbons Result 1Acenaphthene S18-My25001 CP % 101 70-130 PassAcenaphthylene S18-My25001 CP % 101 70-130 PassAnthracene S18-My25001 CP % 91 70-130 PassBenz(a)anthracene S18-My25001 CP % 112 70-130 Pass
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 13 of 15
Report Number: 599119-W
Test Lab Sample ID QASource Units Result 1 Acceptance
LimitsPass
LimitsQualifying
CodeBenzo(a)pyrene S18-My25001 CP % 107 70-130 PassBenzo(b&j)fluoranthene S18-My25001 CP % 100 70-130 PassBenzo(g.h.i)perylene S18-My25001 CP % 82 70-130 PassBenzo(k)fluoranthene S18-My25001 CP % 127 70-130 PassChrysene S18-My25001 CP % 126 70-130 PassDibenz(a.h)anthracene S18-My25001 CP % 92 70-130 PassFluoranthene S18-My25001 CP % 128 70-130 PassFluorene S18-My25001 CP % 96 70-130 PassIndeno(1.2.3-cd)pyrene S18-My25001 CP % 92 70-130 PassNaphthalene S18-My25001 CP % 106 70-130 PassPhenanthrene S18-My25001 CP % 97 70-130 PassPyrene S18-My25001 CP % 106 70-130 Pass
Spike - % RecoveryHeavy Metals Result 1Arsenic M18-My25636 NCP % 106 75-125 PassCadmium M18-My25636 NCP % 112 75-125 PassChromium M18-My25636 NCP % 110 75-125 PassCopper M18-My25636 NCP % 103 75-125 PassLead M18-My25636 NCP % 109 75-125 PassMercury M18-My25636 NCP % 117 70-130 PassNickel M18-My25636 NCP % 104 75-125 PassZinc M18-My25636 NCP % 103 75-125 Pass
Spike - % RecoveryTotal Recoverable Hydrocarbons - 1999 NEPM Fractions Result 1TRH C6-C9 S18-My25002 CP % 99 70-130 Pass
Spike - % RecoveryBTEX Result 1Benzene S18-My25002 CP % 100 70-130 PassToluene S18-My25002 CP % 101 70-130 PassEthylbenzene S18-My25002 CP % 96 70-130 Passm&p-Xylenes S18-My25002 CP % 94 70-130 Passo-Xylene S18-My25002 CP % 98 70-130 PassXylenes - Total S18-My25002 CP % 95 70-130 Pass
Spike - % RecoveryTotal Recoverable Hydrocarbons - 2013 NEPM Fractions Result 1Naphthalene S18-My25002 CP % 80 70-130 PassTRH C6-C10 S18-My25002 CP % 106 70-130 Pass
Test Lab Sample ID QASource Units Result 1 Acceptance
LimitsPass
LimitsQualifying
CodeDuplicateTotal Recoverable Hydrocarbons - 1999 NEPM Fractions Result 1 Result 2 RPDTRH C6-C9 S18-My25001 CP mg/L < 0.02 < 0.02 <1 30% PassTRH C10-C14 P18-My26712 NCP mg/L < 0.05 < 0.05 <1 30% PassTRH C15-C28 P18-My26712 NCP mg/L < 0.1 < 0.1 <1 30% PassTRH C29-C36 P18-My26712 NCP mg/L < 0.1 < 0.1 <1 30% Pass
DuplicateBTEX Result 1 Result 2 RPDBenzene S18-My25001 CP mg/L < 0.001 < 0.001 <1 30% PassToluene S18-My25001 CP mg/L < 0.001 < 0.001 <1 30% PassEthylbenzene S18-My25001 CP mg/L < 0.001 < 0.001 <1 30% Passm&p-Xylenes S18-My25001 CP mg/L < 0.002 < 0.002 <1 30% Passo-Xylene S18-My25001 CP mg/L < 0.001 < 0.001 <1 30% PassXylenes - Total S18-My25001 CP mg/L < 0.003 < 0.003 <1 30% Pass
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 14 of 15
Report Number: 599119-W
DuplicateTotal Recoverable Hydrocarbons - 2013 NEPM Fractions Result 1 Result 2 RPDNaphthalene S18-My25001 CP mg/L < 0.01 < 0.01 <1 30% PassTRH C6-C10 S18-My25001 CP mg/L < 0.02 < 0.02 <1 30% PassTRH >C10-C16 P18-My26712 NCP mg/L < 0.05 < 0.05 <1 30% PassTRH >C16-C34 P18-My26712 NCP mg/L < 0.1 < 0.1 <1 30% PassTRH >C34-C40 P18-My26712 NCP mg/L < 0.1 < 0.1 <1 30% Pass
DuplicatePolycyclic Aromatic Hydrocarbons Result 1 Result 2 RPDAcenaphthene M18-My27096 NCP mg/L < 0.001 < 0.001 <1 30% PassAcenaphthylene M18-My27096 NCP mg/L < 0.001 < 0.001 <1 30% PassAnthracene M18-My27096 NCP mg/L < 0.001 < 0.001 <1 30% PassBenz(a)anthracene M18-My27096 NCP mg/L < 0.001 < 0.001 <1 30% PassBenzo(a)pyrene M18-My27096 NCP mg/L < 0.001 < 0.001 <1 30% PassBenzo(b&j)fluoranthene M18-My27096 NCP mg/L < 0.001 < 0.001 <1 30% PassBenzo(g.h.i)perylene M18-My27096 NCP mg/L < 0.001 < 0.001 <1 30% PassBenzo(k)fluoranthene M18-My27096 NCP mg/L < 0.001 < 0.001 <1 30% PassChrysene M18-My27096 NCP mg/L < 0.001 < 0.001 <1 30% PassDibenz(a.h)anthracene M18-My27096 NCP mg/L < 0.001 < 0.001 <1 30% PassFluoranthene M18-My27096 NCP mg/L < 0.001 < 0.001 <1 30% PassFluorene M18-My27096 NCP mg/L < 0.001 < 0.001 <1 30% PassIndeno(1.2.3-cd)pyrene M18-My27096 NCP mg/L < 0.001 < 0.001 <1 30% PassNaphthalene M18-My27096 NCP mg/L < 0.001 < 0.001 <1 30% PassPhenanthrene M18-My27096 NCP mg/L < 0.001 < 0.001 <1 30% PassPyrene M18-My27096 NCP mg/L < 0.001 < 0.001 <1 30% Pass
DuplicateHeavy Metals Result 1 Result 2 RPDArsenic M18-My25636 NCP mg/L 0.002 0.002 3.0 30% PassCadmium M18-My25636 NCP mg/L < 0.0002 < 0.0002 <1 30% PassChromium M18-My25636 NCP mg/L 0.012 0.012 5.0 30% PassCopper M18-My25636 NCP mg/L 0.009 0.008 5.0 30% PassLead M18-My25636 NCP mg/L 0.015 0.014 2.0 30% PassMercury M18-My25636 NCP mg/L < 0.0001 < 0.0001 <1 30% PassNickel M18-My25636 NCP mg/L 0.045 0.042 6.0 30% PassZinc M18-My25636 NCP mg/L 0.035 0.034 4.0 30% Pass
Comments
Sample IntegrityCustody Seals Intact (if used) N/AAttempt to Chill was evident NoSample correctly preserved YesAppropriate sample containers have been used YesSample containers for volatile analysis received with minimal headspace YesSamples received within HoldingTime YesSome samples have been subcontracted No
Qualifier Codes/CommentsCode Description
N01
N02
N04
N07
F2 is determined by arithmetically subtracting the "naphthalene" value from the ">C10-C16" value. The naphthalene value used in this calculation is obtained from volatiles (Purge & Trap analysis).Where we have reported both volatile (P&T GCMS) and semivolatile (GCMS) naphthalene data, results may not be identical. Provided correct sample handling protocols have been followed, any observed differences in results are likely to be due to procedural differences within each methodology. Results determined by both techniques have passed all QAQC acceptance criteria, and are entirely technically valid.F1 is determined by arithmetically subtracting the "Total BTEX" value from the "C6-C10" value. The "Total BTEX" value is obtained by summing the concentrations of BTEX analytes. The "C6-C10" value is obtained by quantitating against a standard of mixed aromatic/aliphatic analytes.Please note:- These two PAH isomers closely co-elute using the most contemporary analytical methods and both the reported concentration (and the TEQ) apply specifically to the total of the two co-eluting PAHs
Authorised By
Nibha Vaidya Analytical Services ManagerAlex Petridis Senior Analyst-Metal (VIC)Harry Bacalis Senior Analyst-Volatile (VIC)Joseph Edouard Senior Analyst-Organic (VIC)
Glenn JacksonNational Operations Manager
- Indicates Not Requested* Indicates NATA accreditation does not cover the performance of this serviceMeasurement uncertainty of test data is available on request or please click here.Eurofins | mgt shall not be liable for loss, cost, damages or expenses incurred by the client, or any other person or company, resulting from the use of any information or interpretation given in this report. In no case shall Eurofins | mgt be liable for consequential damages including, but not limited to, lost profits, damages for failure to meet deadlines and lost production arising from this report. This document shall not be reproduced except in full and relates only to the items tested. Unless indicated otherwise, the tests were performed on the samples as received.
Eurofins | mgt Unit F3, Building F, 16 Mars Road, Lane Cove West, NSW, Australia, 2066
Date Reported: May 28, 2018 ABN : 50 005 085 521 Telephone: +61 2 9900 8400
Page 15 of 15
Report Number: 599119-W
Melbourne3-5 Kingston Town CloseOakleigh Vic 3166Phone : +61 3 8564 5000NATA # 1261Site # 1254 & 14271
SydneyUnit F3, Building F16 Mars RoadLane Cove West NSW 2066Phone : +61 2 9900 8400NATA # 1261 Site # 18217
Brisbane1/21 Smallwood PlaceMurarrie QLD 4172Phone : +61 7 3902 4600NATA # 1261 Site # 20794
Perth2/91 Leach HighwayKewdale WA 6105Phone : +61 8 9251 9600NATA # 1261 Site # 23736
ABN – 50 005 085 521 e.mail : [email protected] web : www.eurofins.com.au
Sample Receipt Advice
Company name: Coffey Environments Pty Ltd NSW
Contact name: David McFaddenProject name: MULGOA RD UPGRADEProject ID: SYDEN214564COC number: Not providedTurn around time: 5 DayDate/Time received: May 19, 2018 12:15 PMEurofins | mgt reference: 599119
Sample information
☑ A detailed list of analytes logged into our LIMS, is included in the attached summary table.
☑ Sample Temperature of a random sample selected from the batch as recorded by Eurofins | mgtSample Receipt : 6 degrees Celsius.
☑ All samples have been received as described on the above COC.
☑ COC has been completed correctly.
☑ Attempt to chill was evident.
☑ Appropriately preserved sample containers have been used.
☑ All samples were received in good condition.
☑ Samples have been provided with adequate time to commence analysis in accordance with therelevant holding times.
☑ Appropriate sample containers have been used.
☑ Sample containers for volatile analysis received with zero headspace.
☑ Split sample sent to requested external lab.
☒ Some samples have been subcontracted.
N/A Custody Seals intact (if used).NotesDUP01A & DUP02A Forwarded to ALS for analysis |BH18-0.4-0.5 No jar received, chemical analysis placed on hold. BH14-0.4-0.5 Extra sample received (Jar), sample placed on hold.
Contact notesIf you have any questions with respect to these samples please contact:
Nibha Vaidya on Phone : +61 (2) 9900 8400 or by e.mail: [email protected]
Results will be delivered electronically via e.mail to David McFadden - [email protected].
Note: A copy of these results will also be delivered to the general Coffey Environments Pty Ltd NSW email address.
Environmental Laboratory Air AnalysisWater AnalysisSoil Contamination Analysis
NATA AccreditationStack Emission Sampling & AnalysisTrade Waste Sampling & AnalysisGroundwater Sampling & Analysis
38 Years of Environmental Analysis & Experience
0 0.00 True
E n v i r o n m e n t a l
CERTIFICATE OF ANALYSISWork Order : Page : 1 of 5Client : COFFEY ENVIRONMENTS PTY LTD Laboratory : Environmental Division SydneyContact : DAVID MCFADDEN Contact : Customer Services ESAddress : Address : 277-289 Woodpark Road Smithfield NSW Australia 2164
CHATSWOOD NSW, AUSTRALIA 2067Telephone : 02 9406 1132 : +61-2-8784 8555ProjectOrder number
: Syden214564 Mulgoa Rd Upgrade:
Date Samples Received : 21-May-2018 15:43Date Analysis Commenced : 23-May-2018
C-O-C number : ---- Issue Date : 28-May-2018 16:04Sampler : JUNAID RIAZSite :Quote number : EN/077/16No. of samples received No. of samples analysed
::
2
This report supersedes any previous report(s) with this reference. Results apply to the sample(s) as submitted. This document shall not be reproduced, except in full.
This Certificate of Analysis contains the following information:l General Commentsl Analytical Resultsl Surrogate Control Limits
Additional information pertinent to this report will be found in the following separate attachments: Quality Control Report, QA/QC Compliance Assessment to assist with Quality Review and Sample Receipt Notification.
SignatoriesThis document has been electronically signed by the authorized signatories below. Electronic signing is carried out in compliance with procedures specified in 21 CFR Part 11.Signatories Position Accreditation Category
Edwandy Fadjar Organic Coordinator Sydney Inorganics, Smithfield, NSWEdwandy Fadjar Organic Coordinator Sydney Organics, Smithfield, NSWIvan Taylor Analyst Sydney Inorganics, Smithfield, NSWSanjeshni Jyoti Senior Chemist Volatiles Sydney Organics, Smithfield, NSW
R I G H T S O L U T I O N S | R I G H T P A R T N E R
ES1814622
LEVEL 19, 799 PACIFIC HIGHWAY Tower B - Citadel Tower
Telephone
Page : 2 of 5Work Order : ES1814622ClientProject
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COFFEY ENVIRONMENTS PTY LTD Syden214564 Mulgoa Rd Upgrade
General CommentsThe analytical procedures used by the Environmental Division have been developed from established internationally recognized procedures such as those published by the USEPA, APHA, AS and NEPM. In house developed procedures are employed in the absence of documented standards or by client request.
Where moisture determination has been performed, results are reported on a dry weight basis.
Where a reported less than (<) result is higher than the LOR, this may be due to primary sample extract/digestate dilution and/or insufficient sample for analysis.
Where the LOR of a reported result differs from standard LOR, this may be due to high moisture content, insufficient sample (reduced weight employed) or matrix interference.
When sampling time information is not provided by the client, sampling dates are shown without a time component. In these instances, the time component has been assumed by the laboratory for processingpurposes.
Where a result is required to meet compliance limits the associated uncertainty must be considered. Refer to the ALS Contact for details.
Key : CAS Number = CAS registry number from database maintained by Chemical Abstracts Services. The Chemical Abstracts Service is a division of the American Chemical Society.LOR = Limit of reporting^ = This result is computed from individual analyte detections at or above the level of reportingø = ALS is not NATA accredited for these tests.~ = Indicates an estimated value.
l EP071: Results of sample DUP02A have been confirmed by re-extraction and re-analysis.
Benzo(a)pyrene Toxicity Equivalent Quotient (TEQ) is the sum total of the concentration of the eight carcinogenic PAHs multiplied by their Toxicity Equivalence Factor (TEF) relative to Benzo(a)pyrene. TEF values are provided in brackets as follows: Benz(a)anthracene (0.1), Chrysene (0.01), Benzo(b+j) & Benzo(k)fluoranthene (0.1), Benzo(a)pyrene (1.0), Indeno(1.2.3.cd)pyrene (0.1), Dibenz(a.h)anthracene (1.0), Benzo(g.h.i)perylene (0.01). Less than LOR results for 'TEQ Zero' are treated as zero, for 'TEQ 1/2LOR' are treated as half the reported LOR, and for 'TEQ LOR' are treated as being equal to the reported LOR. Note: TEQ 1/2LOR and TEQ LOR will calculate as 0.6mg/Kg and 1.2mg/Kg respectively for samples with non-detects for all of the eight TEQ PAHs.
Page : 3 of 5Work Order : ES1814622ClientProject
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COFFEY ENVIRONMENTS PTY LTD Syden214564 Mulgoa Rd Upgrade
Analytical ResultsSub-Matrix: SOIL(Matrix: SOIL)
Client sample ID
Client sampling date / time
DUP01A
15-May-2018 00:00
DUP02A
16-May-2018 00:00
----
----
----
----
----
----
Compound CAS Number LOR Unit ES1814622-001 ES1814622-002 -------- ------- -------Result Result ---- ---- ----
EA055: Moisture Content (Dried @ 105-110°C)Moisture Content ---- 1.0 % 5.9 14.2 ---- ---- ----
EG005T: Total Metals by ICP-AESLead 7439-92-1 5 mg/kg 10 23 ---- ---- ----
EP075(SIM)B: Polynuclear Aromatic HydrocarbonsNaphthaleneAcenaphthyleneAcenaphtheneFluorenePhenanthreneAnthraceneFluoranthenePyreneBenz(a)anthraceneChryseneBenzo(b+j)fluorantheneBenzo(k)fluorantheneBenzo(a)pyreneIndeno(1.2.3.cd)pyreneDibenz(a.h)anthraceneBenzo(g.h.i)perylene
^ Sum of polycyclic aromatic hydrocarbons ^ Benzo(a)pyrene TEQ (zero)^ Benzo(a)pyrene TEQ (half LOR)^ Benzo(a)pyrene TEQ (LOR)
91-20-3208-96-8
83-32-986-73-785-01-8
120-12-7206-44-0129-00-0
56-55-3218-01-9
205-99-2 205-82-3 207-08-950-32-8
193-39-553-70-3
191-24-2----------------
0.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.50.5
0.50.5
mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg
mg/kgmg/kg
<0.5<0.5<0.5<0.5<0.5<0.5<0.5<0.5<0.5<0.5<0.5<0.5<0.5<0.5<0.5<0.5<0.5<0.50.6
<0.5 ---- ---- ----<0.5 ---- ---- ----<0.5 ---- ---- ----<0.5 ---- ---- ----<0.5 ---- ---- ----<0.5 ---- ---- ----<0.5 ---- ---- ----<0.5 ---- ---- ----<0.5 ---- ---- ----<0.5 ---- ---- ----<0.5 ---- ---- ----<0.5 ---- ---- ----<0.5 ---- ---- ----<0.5 ---- ---- ----<0.5 ---- ---- ----
<0.5 ---- ---- ----<0.5 ---- ---- ----<0.5 ---- ---- ----0.6 ---- ---- ----1.2 -
--- ---- ----
EP080/071: Total Petroleum HydrocarbonsC6 - C9 Fraction C10 - C14 FractionC15 - C28 FractionC29 - C36 Fraction
----------------
1050
100100
mg/kgmg/kgmg/kgmg/kg
<10 <10 ---- ---- ----<50 <50 ---- ---- ----
<100 170 ---- ---- ----<100 100 ---- ---- ----
^ C10 - C36 Fraction (sum) ---- 50 mg/kg <50 270 ---- ---- ----
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 FractionsC6 - C10 Fraction
^ C6 - C10 Fraction minus BTEX(F1)
C6_C10C6_C10-BTEX
10 mg/kgmg/kg
<10<10
<10 ---- ---- ----<10 ---- ---- ----
False
4 4.00TruePage : 4 of 5Work Order : ES1814622ClientProject
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COFFEY ENVIRONMENTS PTY LTD Syden214564 Mulgoa Rd Upgrade
Analytical ResultsSub-Matrix: SOIL(Matrix: SOIL)
Client sample ID
Client sampling date / time
DUP01A
15-May-2018 00:00
DUP02A
16-May-2018 00:00
----
----
----
----
----
----
Compound CAS Number LOR Unit ES1814622-001 ES1814622-002 -------- ------- -------Result Result ---- ---- ----
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions - Continued>C10 - C16 Fraction>C16 - C34 Fraction>C34 - C40 Fraction
------------
50100100
mg/kgmg/kgmg/kg
<50 60 ---- ---- ----<100 190 ---- ---- ----<100 <100 ---- ---- ----
^ >C10 - C40 Fraction (sum)^ >C10 - C16 Fraction minus Naphthalene
(F2)
--------
5050
mg/kgmg/kg
<50<50
250 ---- ---- ----60 ---- ---- ----
EP080: BTEXNBenzeneTolueneEthylbenzenemeta- & para-Xylene ortho-Xylene
^ Sum of BTEX^ Total Xylenes
Naphthalene
71-43-2108-88-3100-41-4
108-38-3 106-42-3 95-47-6
--------
91-20-3
0.20.50.50.50.50.20.5
mg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kgmg/kg
<0.2<0.5<0.5<0.5<0.5<0.2<0.5<1
<0.2 ---- ---- ----<0.5 ---- ---- ----<0.5 ---- ---- ----<0.5 ---- ---- ----<0.5 ---- ---- ----<0.2 ---- ---- ----<0.5 ---- ---- ----<1 ---- ---- ----
EP075(SIM)S: Phenolic Compound SurrogatesPhenol-d62-Chlorophenol-D42.4.6-Tribromophenol
13127-88-3 93951-73-6
118-79-6
0.50.50.5
%%%
72.372.4
69.2 ---- ---- ----84.2 ---- ---- ----44.6 ---- ---- ----
EP075(SIM)T: PAH Surrogates
2-Fluorobiphenyl Anthracene-d10 4-Terphenyl-d14
321-60-81719-06-8 1718-51-0
0.50.5
%%%
96.288.881.2
86.9 ---- ---- ----86.1 ---- ---- ----76.7 ---- ---- ----
EP080S: TPH(V)/BTEX Surrogates1.2-Dichloroethane-D4 Toluene-D84-Bromofluorobenzene
17060-07-0 2037-26-5 460-00-4
0.20.2
%%%
113107106
105 ---- ---- ----97.7 ---- ---- ----100 ---- ---- ----
Page : 5 of 5Work Order : ES1814622ClientProject
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COFFEY ENVIRONMENTS PTY LTD Syden214564 Mulgoa Rd Upgrade
Surrogate Control LimitsSub-Matrix: SOILCompound CAS Number
EP075(SIM)S: Phenolic Compound Surrogates
Recovery Limits (%)
Low High
Phenol-d6 13127-88-3 63 1232-Chlorophenol-D4 93951-73-6 66 1222.4.6-Tribromophenol 118-79-6 40 138
EP075(SIM)T: PAH Surrogates2-Fluorobiphenyl 321-60-8 70 122Anthracene-d10 1719-06-8 66 1284-Terphenyl-d14 1718-51-0 65 129
EP080S: TPH(V)/BTEX Surrogates1.2-Dichloroethane-D4 17060-07-0 73 133Toluene-D8 2037-26-5 74 1324-Bromofluorobenzene 460-00-4 72 130
E n v i r o n m e n t a l
QUALITY CONTROL REPORTWork Order : ES1814622 Page : 1 of 7
Client : COFFEY ENVIRONMENTS PTY LTD Laboratory : Environmental Division SydneyContact : DAVID MCFADDEN Contact : Customer Services ESAddress : LEVEL 19, 799 PACIFIC HIGHWAY Tower B - Citadel Tower Address : 277-289 Woodpark Road Smithfield NSW Australia 2164
CHATSWOOD NSW, AUSTRALIA 2067Telephone : 02 9406 1132 Telephone : +61-2-8784 8555Project
Order number: Syden214564 Mulgoa Rd Upgrade:
Date Samples Received : 21-May-2018Date Analysis Commenced : 23-May-2018
C-O-C number : ---- Issue Date : 28-May-2018Sampler : JUNAID RIAZSite :Quote number : EN/077/16No. of samples received No. of samples analysed
::
2
This report supersedes any previous report(s) with this reference. Results apply to the sample(s) as submitted. This document shall not be reproduced, except in full.This Quality Control Report contains the following information:
l Laboratory Duplicate (DUP) Report; Relative Percentage Difference (RPD) and Acceptance Limitsl Method Blank (MB) and Laboratory Control Spike (LCS) Report ; Recovery and Acceptance Limitsl Matrix Spike (MS) Report; Recovery and Acceptance Limits
SignatoriesThis document has been electronically signed by the authorized signatories below. Electronic signing is carried out in compliance with procedures specified in 21 CFR Part 11.Signatories Position Accreditation Category
Edwandy Fadjar Organic Coordinator Sydney Inorganics, Smithfield, NSWEdwandy Fadjar Organic Coordinator Sydney Organics, Smithfield, NSWIvan Taylor Analyst Sydney Inorganics, Smithfield, NSWSanjeshni Jyoti Senior Chemist Volatiles Sydney Organics, Smithfield, NSW
R I G H T S O L U T I O N S | R I G H T P A R T N E R
Page : 2 of 7Work Order : ES1814622Client : COFFEY ENVIRONMENTS PTY LTDProject : Syden214564 Mulgoa Rd Upgrade
General CommentsThe analytical procedures used by the Environmental Division have been developed from established internationally recognized procedures such as those published by the USEPA, APHA, AS and NEPM. In housedeveloped procedures are employed in the absence of documented standards or by client request.
Where moisture determination has been performed, results are reported on a dry weight basis.
Where a reported less than (<) result is higher than the LOR, this may be due to primary sample extract/digestate dilution and/or insufficient sample for analysis. Where the LOR of a reported result differs from standard LOR, this may be due to high moisture content, insufficient sample (reduced weight employed) or matrix interference.
Key : Anonymous = Refers to samples which are not specifically part of this work order but formed part of the QC process lotCAS Number = CAS registry number from database maintained by Chemical Abstracts Services. The Chemical Abstracts Service is a division of the American Chemical Society.LOR = Limit of reportingRPD = Relative Percentage Difference# = Indicates failed QC
Laboratory Duplicate (DUP) ReportThe quality control term Laboratory Duplicate refers to a randomly selected intralaboratory split. Laboratory duplicates provide information regarding method precision and sample heterogeneity. The permitted rangesfor the Relative Percent Deviation (RPD) of Laboratory Duplicates are specified in ALS Method QWI -EN/38 and are dependent on the magnitude of results in comparison to the level of reporting: Result < 10 times LOR:No Limit; Result between 10 and 20 times LOR: 0% - 50%; Result > 20 times LOR: 0% - 20%.
Sub-Matrix: SOILLaboratory sample ID Client sample ID Method: Compound CAS Number LOR Unit
Laboratory Duplicate (DUP) Report
Original Result Duplicate Result RPD (%) Recovery Limits (%)
EA055: Moisture Content (Dried @ 105-110°C) (QC Lot: 1670132)ES1814554-002 ES1814621-010
Anonymous Anonymous
EA055: Moisture Content ---- 0.1 % 30.6 32.5 6.05 0% - 20%
EA055: Moisture Content ---- 0.1 % 2.1 2.1 0.00 No Limit
EG005T: Total Metals by ICP-AES (QC Lot: 1673171)ES1814625-052 ES1814635-004
Anonymous Anonymous
EG005T: Lead 7439-92-1 5 mg/kg 22 21 7.10 No Limit
EG005T: Lead 7439-92-1 5 mg/kg 15 18 16.3 No Limit
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons (QC Lot: 1663560)ES1814439-001 Anonymous EP075(SIM): Naphthalene 91-20-3 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Acenaphthylene 208-96-8 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Acenaphthene 83-32-9 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Fluorene 86-73-7 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Phenanthrene 85-01-8 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Anthracene 120-12-7 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Fluoranthene 206-44-0 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Pyrene 129-00-0 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Benz(a)anthracene 56-55-3 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Chrysene 218-01-9 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Benzo(b+j)fluoranthene 205-99-2205-82-3
0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Benzo(k)fluoranthene 207-08-9 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Benzo(a)pyrene 50-32-8 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Indeno(1.2.3.cd)pyrene 193-39-5 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Dibenz(a.h)anthracene 53-70-3 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Benzo(g.h.i)perylene 191-24-2 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Sum of polycyclic aromatic ---- 0.5 mg/kg <0.5 <0.5 0.00 No Limithydrocarbons
Page : 3 of 7Work Order : ES1814622Client : COFFEY ENVIRONMENTS PTY LTD
Laboratory Duplicate (DUP) Report
Laboratory sample ID Client sample ID Method: Compound Original Result Duplicate Result RPD (%) Recovery Limits (%)
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons (QC Lot: 1663560) - continuedES1814439-001 ES1814621-007
Anonymous Anonymous
EP075(SIM): Benzo(a)pyrene TEQ (zero) ---- 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Naphthalene 91-20-3 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Acenaphthylene 208-96-8 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Acenaphthene 83-32-9 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Fluorene 86-73-7 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Phenanthrene 85-01-8 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Anthracene 120-12-7 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Fluoranthene 206-44-0 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Pyrene 129-00-0 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Benz(a)anthracene 56-55-3 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Chrysene 218-01-9 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Benzo(b+j)fluoranthene 205-99-2205-82-3
0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Benzo(k)fluoranthene 207-08-9 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Benzo(a)pyrene 50-32-8 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Indeno(1.2.3.cd)pyrene 193-39-5 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Dibenz(a.h)anthracene 53-70-3 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Benzo(g.h.i)perylene 191-24-2 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP075(SIM): Sum of polycyclic aromatic ---- 0.5 mg/kg <0.5 <0.5 0.00 No Limithydrocarbons
EP075(SIM): Benzo(a)pyrene TEQ (zero) ---- 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP080/071: Total Petroleum Hydrocarbons (QC Lot: 1663561)ES1814439-001
ES1814621-007
Anonymous
Anonymous
EP071: C15 - C28 Fraction ---- 100 mg/kg <100 <100 0.00 No Limit
EP071: C29 - C36 Fraction ---- 100 mg/kg <100 <100 0.00 No Limit
EP071: C10 - C14 Fraction ---- 50 mg/kg <50 <50 0.00 No Limit
EP071: C15 - C28 Fraction ---- 100 mg/kg <100 <100 0.00 No Limit
EP071: C29 - C36 Fraction ---- 100 mg/kg <100 <100 0.00 No Limit
EP071: C10 - C14 Fraction ---- 50 mg/kg <50 <50 0.00 No Limit
EP080/071: Total Petroleum Hydrocarbons (QC Lot: 1668041)ES1814621-006 ES1814625-052
Anonymous Anonymous
EP080: C6 - C9 Fraction ---- 10 mg/kg <10 <10 0.00 No Limit
EP080: C6 - C9 Fraction ---- 10 mg/kg <10 <10 0.00 No Limit
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QC Lot: 1663561)ES1814439-001
ES1814621-007
Anonymous
Anonymous
EP071: >C16 - C34 Fraction ---- 100 mg/kg <100 <100 0.00 No Limit
EP071: >C34 - C40 Fraction ---- 100 mg/kg <100 <100 0.00 No Limit
EP071: >C10 - C16 Fraction ---- 50 mg/kg <50 <50 0.00 No Limit
EP071: >C16 - C34 Fraction ---- 100 mg/kg <100 <100 0.00 No Limit
EP071: >C34 - C40 Fraction ---- 100 mg/kg <100 <100 0.00 No Limit
EP071: >C10 - C16 Fraction ---- 50 mg/kg <50 <50 0.00 No Limit
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QC Lot: 1668041)ES1814621-006 Anonymous EP080: C6 - C10 Fraction C6_C10 10 mg/kg <10 <10 0.00 No Limit
Project
Sub-Matrix: SOIL
: Syden214564 Mulgoa Rd Upgrade
CAS Number LOR Unit
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Laboratory Duplicate (DUP) Report
Laboratory sample ID Client sample ID Method: Compound Original Result Duplicate Result RPD (%) Recovery Limits (%)
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QC Lot: 1668041) - continuedES1814625-052 Anonymous EP080: C6 - C10 Fraction C6_C10 10 mg/kg <10 <10 0.00 No Limit
EP080: BTEXN (QC Lot: 1668041)ES1814621-006 Anonymous EP080: Benzene 71-43-2 0.2 mg/kg <0.2 <0.2 0.00 No Limit
EP080: Toluene 108-88-3 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP080: Ethylbenzene 100-41-4 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP080: meta- & para-Xylene 108-38-3106-42-3
0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP080: ortho-Xylene 95-47-6 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP080: Naphthalene 91-20-3 1 mg/kg <1 <1 0.00 No LimitES1814625-052 Anonymous EP080: Benzene 71-43-2 0.2 mg/kg <0.2 <0.2 0.00 No Limit
EP080: Toluene 108-88-3 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP080: Ethylbenzene 100-41-4 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP080: meta- & para-Xylene 108-38-3106-42-3
0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP080: ortho-Xylene 95-47-6 0.5 mg/kg <0.5 <0.5 0.00 No Limit
EP080: Naphthalene 91-20-3 1 mg/kg <1 <1 0.00 No Limit
Project
Sub-Matrix: SOIL
: Syden214564 Mulgoa Rd Upgrade
CAS Number LOR Unit
TruePage : 5 of 7Work Order : ES1814622Client : COFFEY ENVIRONMENTS PTY LTDProject : Syden214564 Mulgoa Rd Upgrade
Method Blank (MB) and Laboratory Control Spike (LCS) ReportThe quality control term Method / Laboratory Blank refers to an analyte free matrix to which all reagents are added in the same volumes or proportions as used in standard sample preparation. The purpose of this QC parameter is to monitor potential laboratory contamination. The quality control term Laboratory Control Spike (LCS) refers to a certified reference material, or a known interference free matrix spiked with target analytes. The purpose of this QC parameter is to monitor method precision and accuracy independent of sample matrix. Dynamic Recovery Limits are based on statistical evaluation of processed LCS.
Sub-Matrix: SOIL Method Blank (MB)Report
Laboratory Control Spike (LCS) Report
Spike Spike Recovery (%) Recovery Limits (%)
Method: Compound CAS Number LOR Unit Result Concentration LCS Low High
EG005T: Total Metals by ICP-AES (QCLot: 1673171)EG005T: Lead 7439-92-1 5 mg/kg <5 93.6 114
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons (QCLot: 1663560)EP075(SIM): Naphthalene 91-20-3 0.5 mg/kg <0.5 125 125
EP075(SIM): Acenaphthylene 208-96-8 0.5 mg/kg <0.5 95.6 124
EP075(SIM): Acenaphthene 83-32-9 0.5 mg/kg <0.5 108 127
EP075(SIM): Fluorene 86-73-7 0.5 mg/kg <0.5 105 126
EP075(SIM): Phenanthrene 85-01-8 0.5 mg/kg <0.5 113 127
EP075(SIM): Anthracene 120-12-7 0.5 mg/kg <0.5 112 127
EP075(SIM): Fluoranthene 206-44-0 0.5 mg/kg <0.5 117 127
EP075(SIM): Pyrene 129-00-0 0.5 mg/kg <0.5 111 128
EP075(SIM): Benz(a)anthracene 56-55-3 0.5 mg/kg <0.5 101 123
EP075(SIM): Chrysene 218-01-9 0.5 mg/kg <0.5 101 127
EP075(SIM): Benzo(b+j)fluoranthene 205-99-2205-82-3
0.5 mg/kg <0.5 6 mg/kg 104 68 116
EP075(SIM): Benzo(k)fluoranthene 207-08-9 0.5 mg/kg <0.5 111 126
EP075(SIM): Benzo(a)pyrene 50-32-8 0.5 mg/kg <0.5 96.9 126
EP075(SIM): Indeno(1.2.3.cd)pyrene 193-39-5 0.5 mg/kg <0.5 92.3 121
EP075(SIM): Dibenz(a.h)anthracene 53-70-3 0.5 mg/kg <0.5 89.7 118
EP075(SIM): Benzo(g.h.i)perylene 191-24-2 0.5 mg/kg <0.5 87.4 121
EP080/071: Total Petroleum Hydrocarbons (QCLot: 1663561)EP071: C10 - C14 Fraction ---- 50 mg/kg <50 104 129
EP071: C15 - C28 Fraction ---- 100 mg/kg <100 108 131
EP071: C29 - C36 Fraction ---- 100 mg/kg <100 103 129
EP080/071: Total Petroleum Hydrocarbons (QCLot: 1668041)EP080: C6 - C9 Fraction ---- 10 mg/kg <10 84.2 128
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QCLot: 1663561)EP071: >C10 - C16 Fraction ---- 50 mg/kg <50 105 125
EP071: >C16 - C34 Fraction ---- 100 mg/kg <100 112 138
EP071: >C34 - C40 Fraction ---- 100 mg/kg <100 105 131
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QCLot: 1668041)EP080: C6 - C10 Fraction C6_C10 10 mg/kg <10 86.0 128
EP080: BTEXN (QCLot: 1668041)EP080: Benzene 71-43-2 0.2 mg/kg <0.2 90.2 116
EP080: Toluene 108-88-3 0.5 mg/kg <0.5 91.6 121
40 mg/kg 80
6 mg/kg 776 mg/kg 726 mg/kg 736 mg/kg 726 mg/kg 756 mg/kg 776 mg/kg 736 mg/kg 746 mg/kg 696 mg/kg 75
6 mg/kg 746 mg/kg 706 mg/kg 616 mg/kg 626 mg/kg 63
200 mg/kg 75300 mg/kg 77200 mg/kg 71
26 mg/kg 68
250 mg/kg 77350 mg/kg 74150 mg/kg 63
31 mg/kg 68
1 mg/kg 621 mg/kg 67
Page : 6 of 7Work Order : ES1814622Client : COFFEY ENVIRONMENTS PTY LTDProject : Syden214564 Mulgoa Rd Upgrade
Sub-Matrix: SOIL Method Blank (MB)Report
Laboratory Control Spike (LCS) Report
Spike Spike Recovery (%) Recovery Limits (%)
Method: Compound CAS Number LOR Unit Result Concentration LCS Low High
EP080: BTEXN (QCLot: 1668041) - continuedEP080: Ethylbenzene 100-41-4 0.5 mg/kg <0.5 88.4 117
EP080: meta- & para-Xylene 108-38-3106-42-3
0.5 mg/kg <0.5 2 mg/kg 89.7 66 118
EP080: ortho-Xylene 95-47-6 0.5 mg/kg <0.5 91.4 120
EP080: Naphthalene 91-20-3 1 mg/kg <1 100 119
Matrix Spike (MS) ReportThe quality control term Matrix Spike (MS) refers to an intralaboratory split sample spiked with a representative set of target analytes. The purpose of this QC parameter is to monitor potential matrix effects on analyte recoveries. Static Recovery Limits as per laboratory Data Quality Objectives (DQOs). Ideal recovery ranges stated may be waived in the event of sample matrix interference.
Sub-Matrix: SOIL Matrix Spike (MS) Report
Spike SpikeRecovery(%) Recovery Limits (%)
Laboratory sample ID Client sample ID Method: Compound CAS Number Concentration MS Low High
EG005T: Total Metals by ICP-AES (QCLot: 1673171)ES1814625-052 Anonymous EG005T: Lead 7439-92-1 250 mg/kg 11
8130
EP075(SIM)B: Polynuclear Aromatic Hydrocarbons (QCLot: 1663560)ES1814439-001 Anonymous EP075(SIM): Acenaphthene
EP075(SIM): Pyrene
83-32-9129-00-0
10 mg/kg10 mg/kg
107118
7070
130130
EP080/071: Total Petroleum Hydrocarbons (QCLot: 1663561)ES1814439-001 Anonymous EP071: C10 - C14 Fraction
EP071: C15 - C28 Fraction EP071: C29 - C36 Fraction
------------
523 mg/kg 2319 mg/kg 1714 mg/kg
88.7106124
735352
137131132
EP080/071: Total Petroleum Hydrocarbons (QCLot: 1668041)ES1814621-006 Anonymous EP080: C6 - C9 Fraction ---- 32.5 mg/kg 80.
070
130
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QCLot: 1663561)ES1814439-001 Anonymous EP071: >C10 - C16 Fraction
EP071: >C16 - C34 Fraction EP071: >C34 - C40 Fraction
------------
860 mg/kg 3223 mg/kg 1058 mg/kg
93.5116126
735352
137131132
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 Fractions (QCLot: 1668041)ES1814621-006 Anonymous EP080: C6 - C10 Fraction C6_C10 37.5 mg/kg 78.
570
130
EP080: BTEXN (QCLot: 1668041)
1 mg/kg 65
1 mg/kg 681 mg/kg 63
ES1814621-006 Anonymous EP080: BenzeneEP080: Toluene EP080: EthylbenzeneEP080: meta- & para-Xylene
EP080: ortho-Xylene
71-43-2108-88-3100-41-4
108-38-3106-42-395-47-6
2.5 mg/kg2.5 mg/kg2.5 mg/kg2.5 mg/kg
2.5 mg/kg
77.777.875.976.0
79.3
70707070
70
130130130130
130
Quality Control Sample Type
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Sub-Matrix: SOIL Matrix Spike (MS) Report
Spike SpikeRecovery(%) Recovery Limits (%)
Laboratory sample ID Client sample ID Method: Compound CAS Number Concentration MS Low High
EP080: BTEXN (QCLot: 1668041) - continuedES1814621-006 Anonymous EP080: Naphthalene 91-20-3 2.5 mg/kg 81.
770
130
E n v i r o n m e n t a l
QA/QC Compliance Assessment to assist with Quality ReviewWork Order : ES1814622 Page : 1 of 5
Client : COFFEY ENVIRONMENTS PTY LTD Laboratory : Environmental Division SydneyContactProject
: DAVID MCFADDEN: Syden214564 Mulgoa Rd Upgrade
Telephone : +61-2-8784 8555Date Samples Received : 21-May-2018
Site : Issue Date : 28-May-2018SamplerOrder number
: JUNAID RIAZ:
No. of samples received : 2No. of samples analysed : 2
This report is automatically generated by the ALS LIMS through interpretation of the ALS Quality Control Report and several Quality Assurance parameters measured by ALS. This automated reporting highlights any non-conformances, facilitates faster and more accurate data validation and is designed to assist internal expert and external Auditor review. Many components of this report contribute to the overall DQO assessment and reporting for guideline compliance.
Brief method summaries and references are also provided to assist in traceability.
Summary of OutliersOutliers : Quality Control Samples
This report highlights outliers flagged in the Quality Control (QC) Report.l NO Method Blank value outliers occur.l NO Duplicate outliers occur.l NO Laboratory Control outliers occur.l NO Matrix Spike outliers occur.l For all regular sample matrices, NO surrogate recovery outliers occur.
Outliers : Analysis Holding Time Compliancel NO Analysis Holding Time Outliers exist.
Outliers : Frequency of Quality Control Samplesl NO Quality Control Sample Frequency Outliers exist.
R I G H T S O L U T I O N S | R I G H T P A R T N E R
Page : 2 of 5Work Order : ES1814622Client : COFFEY ENVIRONMENTS PTY LTDProject : Syden214564 Mulgoa Rd Upgrade
Analysis Holding Time ComplianceIf samples are identified below as having been analysed or extracted outside of recommended holding times, this should be taken into consideration when interpreting results.This report summarizes extraction / preparation and analysis times and compares each with ALS recommended holding times (referencing USEPA SW 846, APHA, AS and NEPM) based on the sample container provided. Dates reported represent first date of extraction or analysis and preclude subsequent dilutions and reruns. A listing of breaches (if any) is provided herein.Holding time for leachate methods (e.g. TCLP) vary according to the analytes reported. Assessment compares the leach date with the shortest analyte holding time for the equivalent soil method. These are: organics14 days, mercury 28 days & other metals 180 days. A recorded breach does not guarantee a breach for all non-volatile parameters.
Holding times for VOC in soils vary according to analytes of interest. Vinyl Chloride and Styrene holding time is 7 days; others 14 days. A recorded breach does not guarantee a breach for all VOC analytes and should be verified in case the reported breach is a false positive or Vinyl Chloride and Styrene are not key analytes of interest/concern.
Matrix: SOIL Evaluation: û = Holding time breach ; ü = Within holding time.Method Sample Date Extraction / Preparation Analysis
Container / Client Sample ID(s) Date extracted Due for extraction Evaluation Date analysed Due for analysis Evaluation
EA055: Moisture Content (Dried @ 105-110°C)Soil Glass Jar - Unpreserved (EA055)
DUP01A 29-May-2018Soil Glass Jar - Unpreserved (EA055)
DUP02A 30-May-2018
EG005T: Total Metals by ICP-AESSoil Glass Jar - Unpreserved (EG005T)
DUP01A 11-Nov-2018Soil Glass Jar - Unpreserved (EG005T)
DUP02A 12-Nov-2018
EP075(SIM)B: Polynuclear Aromatic HydrocarbonsSoil Glass Jar - Unpreserved (EP075(SIM))
DUP01A 03-Jul-2018Soil Glass Jar - Unpreserved (EP075(SIM))
DUP02A 03-Jul-2018
EP080/071: Total Petroleum HydrocarbonsSoil Glass Jar - Unpreserved (EP080)
DUP01A 29-May-2018Soil Glass Jar - Unpreserved (EP071)
DUP01A 03-Jul-2018Soil Glass Jar - Unpreserved (EP080)
DUP02A 30-May-2018Soil Glass Jar - Unpreserved (EP071)
DUP02A 03-Jul-2018
EP080/071: Total Recoverable Hydrocarbons - NEPM 2013 FractionsSoil Glass Jar - Unpreserved (EP080)
DUP01A 29-May-2018Soil Glass Jar - Unpreserved (EP071)
DUP01A 03-Jul-2018Soil Glass Jar - Unpreserved (EP080)
DUP02A 30-May-2018Soil Glass Jar - Unpreserved (EP071)
DUP02A 03-Jul-2018
ü
ü
ü
ü
ü
ü
ü
ü
ü
ü
ü
ü
ü
ü
---- 23-May-2018----15-May-2018 ----
---- 23-May-2018----16-May-2018 ----
11-Nov-2018 24-May-201824-May-201815-May-2018 ü
12-Nov-2018 24-May-201824-May-201816-May-2018 ü
29-May-2018 25-May-201824-May-201815-May-2018 ü
30-May-2018 25-May-201824-May-201816-May-2018 ü
29-May-2018 25-May-201823-May-201815-May-2018 ü
29-May-2018 25-May-201824-May-201815-May-2018 ü
30-May-2018 25-May-201823-May-201816-May-2018 ü
30-May-2018 25-May-201824-May-201816-May-2018 ü
29-May-2018 25-May-201823-May-201815-May-2018 ü
29-May-2018 25-May-201824-May-201815-May-2018 ü
30-May-2018 25-May-201823-May-201816-May-2018 ü
30-May-2018 25-May-201824-May-201816-May-2018 ü
Page : 3 of 5Work Order : ES1814622Client : COFFEY ENVIRONMENTS PTY LTDProject : Syden214564 Mulgoa Rd Upgrade
Matrix: SOIL Evaluation: û = Holding time breach ; ü = Within holding time.Method Sample Date Extraction / Preparation Analysis
Container / Client Sample ID(s) Date extracted Due for extraction Evaluation Date analysed Due for analysis Evaluation
EP080: BTEXNSoil Glass Jar - Unpreserved (EP080)
DUP01A 29-May-2018Soil Glass Jar - Unpreserved (EP080)
DUP02A 30-May-2018
ü
ü
29-May-2018 25-May-201823-May-201815-May-2018 ü
30-May-2018 25-May-201823-May-201816-May-2018 ü
SOIL - E
A055-1
03
Moisture
Content
SOIL - S
-21
TRH/B
TEXN/P
AH + P
b
Page : 4 of 5Work Order : ES1814622Client : COFFEY ENVIRONMENTS PTY LTDProject : Syden214564 Mulgoa Rd Upgrade
Quality Control Parameter Frequency ComplianceThe following report summarises the frequency of laboratory QC samples analysed within the analytical lot(s) in which the submitted sample(s) was(were) processed. Actual rate should be greater than or equal tothe expected rate. A listing of breaches is provided in the Summary of Outliers.
Matrix: SOIL Evaluation: û = Quality Control frequency not within specification ; ü = Quality Control frequency within specification.Quality Control Sample Type
Analytical Methods Method
Laboratory Duplicates (DUP)
CountQC Regular Actual
Rate (%) Quality Control SpecificationExpected Evaluation
Moisture Content EA055PAH/Phenols (SIM) EP075(SIM)Total Metals by ICP-AES EG005TTRH - Semivolatile Fraction EP071TRH Volatiles/BTEX EP080
Laboratory Control Samples (LCS)PAH/Phenols (SIM) EP075(SIM)Total Metals by ICP-AES EG005TTRH - Semivolatile Fraction EP071TRH Volatiles/BTEX EP080
Method Blanks (MB)PAH/Phenols (SIM) EP075(SIM)Total Metals by ICP-AES EG005TTRH - Semivolatile Fraction EP071TRH Volatiles/BTEX EP080
Matrix Spikes (MS)PAH/Phenols (SIM) EP075(SIM)Total Metals by ICP-AES EG005TTRH - Semivolatile Fraction EP071TRH Volatiles/BTEX EP080
2 171 182 201 172 20
1 181 201 171 20
1 181 200 171 20
1 180 201 171 20
11.76 10.0011.11 10.0010.00 10.0011.76 10.0010.00 10.00
5.56 5.005.00 5.005.88 5.005.00 5.00
5.56 5.005.00 5.005.88 5.005.00 5.00
5.56 5.005.00 5.005.88 5.005.00 5.00
üüüüü
üüüü
üüüü
üüüü
NEPM 2013 B3 & ALS QC StandardNEPM 2013 B3 & ALS QC Standard NEPM 2013 B3 & ALS QC Standard NEPM 2013 B3 & ALS QC Standard NEPM 2013 B3 & ALS QC Standard
NEPM 2013 B3 & ALS QC Standard NEPM 2013 B3 & ALS QC Standard NEPM 2013 B3 & ALS QC Standard NEPM 2013 B3 & ALS QC Standard
NEPM 2013 B3 & ALS QC Standard NEPM 2013 B3 & ALS QC Standard NEPM 2013 B3 & ALS QC Standard NEPM 2013 B3 & ALS QC Standard
NEPM 2013 B3 & ALS QC Standard NEPM 2013 B3 & ALS QC Standard NEPM 2013 B3 & ALS QC Standard NEPM 2013 B3 & ALS QC Standard
Page : 5 of 5Work Order : ES1814622Client : COFFEY ENVIRONMENTS PTY LTDProject : Syden214564 Mulgoa Rd Upgrade
Brief Method SummariesThe analytical procedures used by the Environmental Division have been developed from established internationally recognized procedures such as those published by the US EPA, APHA, AS and NEPM. In house developed procedures are employed in the absence of documented standards or by client request. The following report provides brief descriptions of the analytical procedures employed for results reported in the Certificate of Analysis. Sources from which ALS methods have been developed are provided within the Method Descriptions.
Analytical Methods Method Matrix Method Descriptions
Moisture Content EA055 SOIL
Total Metals by ICP-AES EG005T SOIL
TRH - Semivolatile Fraction EP071 SOIL
PAH/Phenols (SIM) EP075(SIM) SOIL
TRH Volatiles/BTEX EP080 SOIL
In house: A gravimetric procedure based on weight loss over a 12 hour drying period at 105-110 degrees C. This method is compliant with NEPM (2013) Schedule B(3) Section 7.1 and Table 1 (14 day holding time).In house: Referenced to APHA 3120; USEPA SW 846 - 6010. Metals are determined following an appropriateacid digestion of the soil. The ICPAES technique ionises samples in a plasma, emitting a characteristic spectrum based on metals present. Intensities at selected wavelengths are compared against those of matrix matched standards. This method is compliant with NEPM (2013) Schedule B(3)In house: Referenced to USEPA SW 846 - 8015A Sample extracts are analysed by Capillary GC/FID andquantified against alkane standards over the range C10 - C40. Compliant with NEPM amended 2013.In house: Referenced to USEPA SW 846 - 8270D. Extracts are analysed by Capillary GC/MS in Selective Ion Mode (SIM) and quantification is by comparison against an established 5 point calibration curve. This method is compliant with NEPM (2013) Schedule B(3) (Method 502 and 507)In house: Referenced to USEPA SW 846 - 8260B. Extracts are analysed by Purge and Trap, Capillary GC/MS.Quantification is by comparison against an established 5 point calibration curve. Compliant with NEPM amended 2013.
Preparation Methods Method Matrix Method Descriptions
Hot Block Digest for metals in soils sediments and sludges
Methanolic Extraction of Soils for Purge and Trap
EN69 SOIL
ORG16 SOIL
In house: Referenced to USEPA 200.2. Hot Block Acid Digestion 1.0g of sample is heated with Nitric and Hydrochloric acids, then cooled. Peroxide is added and samples heated and cooled again before being filtered and bulked to volume for analysis. Digest is appropriate for determination of selected metals in sludge, sediments, and soils. This method is compliant with NEPM (2013) Schedule B(3) (Method 202)In house: Referenced to USEPA SW 846 - 5030A. 5g of solid is shaken with surrogate and 10mL methanol priorto analysis by Purge and Trap - GC/MS.
Tumbler Extraction of Solids ORG17 SOIL In house: Mechanical agitation (tumbler). 10g of sample, Na2SO4 and surrogate are extracted with 30mL 1:1DCM/Acetone by end over end tumble. The solvent is decanted, dehydrated and concentrated (by KD) to the desired volume for analysis.
E n v i r o n m e n t a l
SAMPLE RECEIPT NOTIFICATION (SRN)Work Order : ES1814622Client : COFFEY ENVIRONMENTS PTY LTD Laboratory : Environmental Division SydneyContact : DAVID MCFADDEN Contact : Customer Services ESAddress
E-mailTelephone Facsimile
: LEVEL 19, 799 PACIFIC HIGHWAY Address
Tower B - Citadel TowerCHATSWOOD NSW, AUSTRALIA 2067
: [email protected] E-mail
: 02 9406 1132 Telephone
: ---- Facsimile
:
:::
277-289 Woodpark Road Smithfield NSW Australia 2164
[email protected] +61-2-8784 8555+61-2-8784 8500
ProjectOrder number
: Syden214564 Mulgoa Rd Upgrade:
PageQuote number
::
1 of 2EM2017COFENV0002 (EN/007/16)
C-O-C number : ---- : NEPM 2013 B3 & ALS QC StandardSite : 2017 Blanket Quote - Primary SamplesSampler : JUNAID RIAZ
DatesDate Samples Received : 21-May-2018 15:43 Issue Date : 22-May-2018Client Requested Due : 28-May-2018 Scheduled Reporting Date :Date
Delivery Details
28-May-2018
Mode of Delivery : : Not AvailableNo. of coolers/boxes : Temperature : 8.2 - Ice Bricks presentReceipt Detail : : 2 / 2
General Commentsl This report contains the following information:
- Sample Container(s)/Preservation Non-Compliances- Summary of Sample(s) and Requested Analysis
- Proactive Holding Time Report- Requested Deliverables
l Please refer to the Proactive Holding Time Report table below which summarises breaches of recommended holding times that have occurred prior to samples/instructions being received at the laboratory. The absence of this summary table indicates that all samples have been received within the recommended holding times for the analysis requested.
l Please direct any queries you have regarding this work order to the above ALS laboratory contact.l Analytical work for this work order will be conducted at ALS Sydney.l Sample Disposal - Aqueous (3 weeks), Solid (2 months) from receipt of samples.
R I G H T S O L U T I O N S | R I G H T P A R T N E R
QC Level
Carrier Security Seal
1No. of samples received / analysed
Issue Date Page
::
22-May-2018 2 of 2
Client : COFFEY ENVIRONMENTS PTY LTD
Sample Container(s)/Preservation Non-CompliancesAll comparisons are made against pretreatment/preservation AS, APHA, USEPA standards.
l No sample container / preservation non-compliance exists.
Summary of Sample(s) and Requested Analysis
Some items described below may be part of a laboratoryprocess necessary for the execution of client requestedtasks. Packages may contain additional analyses, suchas the determination of moisture content and preparationtasks, that are included in the package.If no sampling time is provided, the sampling time willdefault 00:00 on the date of sampling. If no sampling dateis provided, the sampling date will be assumed by thelaboratory and displayed in brackets without a timecomponent
Matrix: SOIL
Laboratory sample ID
Client sampling Client sample IDdate / time
ES1814622-001 15-May-2018 00:00 DUP01A
ES1814622-002 16-May-2018 00:00 DUP02A
ü ü
ü ü
Proactive Holding Time ReportSample(s) have been received within the recommended holding times for the requested analysis.
Requested DeliverablesDAVID MCFADDEN
- *AU Certificate of Analysis - NATA (COA) Email [email protected] *AU Interpretive QC Report - DEFAULT (Anon QCI Rep) (QCI) Email [email protected] *AU QC Report - DEFAULT (Anon QC Rep) - NATA (QC) Email [email protected] A4 - AU Sample Receipt Notification - Environmental HT (SRN) Email [email protected] A4 - AU Tax Invoice (INV) Email [email protected] Chain of Custody (CoC) (COC) Email [email protected] EDI Format - ENMRG (ENMRG) Email [email protected] EDI Format - ESDAT (ESDAT) Email [email protected]
INVOICES CHAT-GeneralAdmin- A4 - AU Tax Invoice (INV) Email [email protected]
JUNAID RIAZ- *AU Certificate of Analysis - NATA (COA) Email [email protected] *AU Interpretive QC Report - DEFAULT (Anon QCI Rep) (QCI) Email [email protected] *AU QC Report - DEFAULT (Anon QC Rep) - NATA (QC) Email [email protected] A4 - AU Sample Receipt Notification - Environmental HT (SRN) Email [email protected] A4 - AU Tax Invoice (INV) Email [email protected] Chain of Custody (CoC) (COC) Email [email protected] EDI Format - ENMRG (ENMRG) Email [email protected] EDI Format - ESDAT (ESDAT) Email [email protected]
Work Order : ES1814622 Amendment 0
0 0.00 True
E n v i r o n m e n t a l
CERTIFICATE OF ANALYSISWork Order : Page : 1 of 5Client : COFFEY ENVIRONMENTS PTY LTD Laboratory : Environmental Division NewcastleContact : DAVID MCFADDEN Contact :Address : Address : 5/585 Maitland Road Mayfield West NSW Australia 2304
CHATSWOOD NSW, AUSTRALIA 2067Telephone : 02 9406 1132 : +61 2 4014 2500ProjectOrder number
: Syden214564 Mulgoa Rd Upgrade:
Date Samples Received : 22-May-2018 18:30Date Analysis Commenced : 24-May-2018
C-O-C number : ---- Issue Date : 30-May-2018 15:03Sampler : JUNAID RIAZSite :Quote number : EN/007/17No. of samples received No. of samples analysed
::
22
This report supersedes any previous report(s) with this reference. Results apply to the sample(s) as submitted. This document shall not be reproduced, except in full.
This Certificate of Analysis contains the following information:l General Commentsl Analytical Resultsl Surrogate Control Limits
Additional information pertinent to this report will be found in the following separate attachments: Quality Control Report, QA/QC Compliance Assessment to assist with Quality Review and Sample Receipt Notification.
SignatoriesThis document has been electronically signed by the authorized signatories below. Electronic signing is carried out in compliance with procedures specified in 21 CFR Part 11.Signatories Position Accreditation Category
Dale Semple Analyst Newcastle - Organics, Mayfield West, NSWDale Semple Analyst Newcastle, Mayfield West, NSWDaniel Junek Senior Air Analyst Newcastle - Organics, Mayfield West, NSW
R I G H T S O L U T I O N S | R I G H T P A R T N E R
EN1803170
LEVEL 19, 799 PACIFIC HIGHWAY Tower B - Citadel Tower
Telephone
TruePage : 2 of 5Work Order : EN1803170ClientProject
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COFFEY ENVIRONMENTS PTY LTD Syden214564 Mulgoa Rd Upgrade
General CommentsThe analytical procedures used by the Environmental Division have been developed from established internationally recognized procedures such as those published by the USEPA, APHA, AS and NEPM. In house developed procedures are employed in the absence of documented standards or by client request.
Where moisture determination has been performed, results are reported on a dry weight basis.
Where a reported less than (<) result is higher than the LOR, this may be due to primary sample extract/digestate dilution and/or insufficient sample for analysis.
Where the LOR of a reported result differs from standard LOR, this may be due to high moisture content, insufficient sample (reduced weight employed) or matrix interference.
When sampling time information is not provided by the client, sampling dates are shown without a time component. In these instances, the time component has been assumed by the laboratory for processingpurposes.
Where a result is required to meet compliance limits the associated uncertainty must be considered. Refer to the ALS Contact for details.
Key : CAS Number = CAS registry number from database maintained by Chemical Abstracts Services. The Chemical Abstracts Service is a division of the American Chemical Society.LOR = Limit of reporting^ = This result is computed from individual analyte detections at or above the level of reportingø = ALS is not NATA accredited for these tests.~ = Indicates an estimated value.
l
l
EP101, EP103: Results reported in mg/m³ are calculated from PPMV results based on a temperature of 25°C and atmospheric pressure of 101.3 kPa.
CAN-001: Results for Pressure - As Received are measured under controlled conditions using calibrated laboratory gauges. These results are expressed as an Absolute Pressure. Equivalent gauge pressures may be calculated by subtracting the Pressure - Laboratory Atmosphere taken at the time of measurement.CAN-001: Results for Pressure - Gauge as Received are obtained from uncalibrated field gauges and are indicative only. These results may not precisely match calibrated gauge readings and may vary from fieldmeasurements due to changes in temperature and pressure
Page : 3 of 5Work Order : EN1803170ClientProject
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COFFEY ENVIRONMENTS PTY LTD Syden214564 Mulgoa Rd Upgrade
Analytical ResultsSub-Matrix: SOIL GAS(Matrix: AIR)
Client sample ID
Client sampling date / time
SV1/BH1 C715_S004
15-May-2018 00:00
SV2/BH12 C5495_S045
16-May-2018 00:00
----
----
----
----
----
----
Compound CAS Number LOR Unit EN1803170-001 EN1803170-002 -------- ------- -------Result Result ---- ---- ----
EP101: VOCs by USEPA Method TO15 (Calculated Concentration)BenzeneTolueneEthylbenzenemeta- & para-Xylene ortho-Xylene Naphthalene
71-43-2108-88-3100-41-4
108-38-3 106-42-3 95-47-691-20-3
0.1000.1900.2200.4300.220
mg/m³mg/m³mg/m³mg/m³mg/m³mg/m³
<0.100<0.190<0.220<0.430<0.220<0.100
<0.100 ---- ---- ----<0.190 ---- ---- ----<0.220 ---- ---- ----<0.430 ---- ---- ----<0.220 ---- ---- ----<0.100 ---- ---- ----
Total Xylenes ---- 0.660 mg/m³ <0.660 <0.660 ---- ---- ----
EP101: VOCs by USEPA Method TO15rBenzeneTolueneEthylbenzenemeta- & para-Xylene ortho-Xylene Naphthalene
71-43-2108-88-3100-41-4
108-38-3 106-42-3 95-47-691-20-3
0.03000.05000.05000.100
0.05000.0190
ppmvppmvppmvppmvppmvppmv
<0.0300<0.0500<0.0500<0.100
<0.0500<0.0190
<0.0300 ---- ---- ----<0.0500 ---- ---- ----<0.0500 ---- ---- ----<0.100 ---- ---- ----
<0.0500 ---- ---- ----<0.0190 ---- ---- ----
Total Xylenes ---- 0.5 ppbv <30.0 <30.0 ---- ---- ----
EP103-S: CRCCARE PVI Aliphatic Hydrocarbon FractionsAliphatic C6-C10 Aliphatic > C10-C16
--------
5.005.00
ppmvppmv
<5.00 <5.00 ---- ---- ----<5.00 <5.00 ---- ---- ----
EP103-S: CRCCARE PVI Aliphatic Hydrocarbon Fractions (Calc Conc)Aliphatic C6-C10 Aliphatic > C10-C16
--------
20.037.0
mg/m³mg/m³
<20.0 <20.0 ---- ---- ----<37.0 <37.0 ---- ---- ----
EP103-S: CRCCARE PVI Aromatic Hydrocarbon FractionsAromatics C6-C10Aromatics C6-C10 minus BTEX (F1 Aromatic)Aromatic > C10-C16Aromatics >C10-C16 minus Naphthalene (F2 Aromatic)
--------
--------
0.7000.400
0.200
ppmvppmv
ppmvppmv
<0.700 <0.700 ---- ---- ----<0.400 <0.400 ---- ---- ----
<0.200 <0.200 ---- ---- ----<0.150 <0.150 ---- ---- ----
EP103-S: CRCCARE PVI Aromatic Hydrocarbon Fractions (Calc Conc)
Quality Control Sample Type
Aromatics C6-C10Aromatics C6-C10 minus BTEX (F1 Aromatic)Aromatic > C10-C16
--------
----
3.001.40
1.40
mg/m³mg/m³
mg/m³
<3.00 <3.00 ---- ---- ----<1.40 <1.40 ---- ---- ----
<1.40 <1.40 ---- ---- ----
Page : 4 of 5Work Order : EN1803170ClientProject
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COFFEY ENVIRONMENTS PTY LTD Syden214564 Mulgoa Rd Upgrade
Analytical ResultsSub-Matrix: SOIL GAS(Matrix: AIR)
Client sample ID
Client sampling date / time
SV1/BH1 C715_S004
15-May-2018 00:00
SV2/BH12 C5495_S045
16-May-2018 00:00
----
----
----
----
----
----
Compound CAS Number LOR Unit EN1803170-001 EN1803170-002 -------- ------- -------Result Result ---- ---- ----
EP103-S: CRCCARE PVI Aromatic Hydrocarbon Fractions (Calc Conc) - ContinuedAromatics >C10-C16 minus Naphthalene ----(F2 Aromatic)
1.40 mg/m³ <1.40 <1.40 ---- ---- ----
EP103-S: TPH CWG Aliphatic Hydrocarbon FractionsAliphatic >C5-C6 ---- 5.00 ppmv <5.00 <5.00 ---- ---- ----Aliphatic >C6-C8 Aliphatic >C8-C10 Aliphatic >C10-C12
TPHCWG-ALV2 TPHCWG-ALV3 TPHCWG-ALE1
5.005.005.00
ppmvppmvppmv
<5.00<5.00<5.00
<5.00 ---- ---- ----<5.00 ---- ---- ----<5.00 ---- ---- ----
EP103-S: TPH CWG Aliphatic Hydrocarbon Fractions (Calc Conc)Aliphatic >C5-C6 ---- 16.5 mg/m³ <16.5 <16.5 ---- ---- ----Aliphatic >C6-C8 Aliphatic >C8-C10 Aliphatic >C10-C12
TPHCWG-ALV2 TPHCWG-ALV3 TPHCWG-ALE1
20.025.030.0
mg/m³mg/m³mg/m³
<20.0<25.0<30.0
<20.0 ---- ---- ----<25.0 ---- ---- ----<30.0 ---- ---- ----
EP103-S: TPH CWG Aromatic Hydrocarbon FractionsAromatic >C5-C7 ---- 0.0500 ppmv <0.0500 <0.0500 ---- ---- ----Aromatic >C7-C8 Aromatic >C8-C10 Aromatic >C10-C12
TPHCWG-ARV2 TPHCWG-ARV3 TPHCWG-ARE1
0.05000.250
ppmvppmvppmv
<0.0500<0.250<0.500
<0.0500 ---- ---- ----<0.250 ---- ---- ----<0.500 ---- ---- ----
EP103-S: TPH CWG Aromatic Hydrocarbon Fractions (Calc Conc)Aromatic >C5-C7 ---- 0.160 mg/m³ <0.160 <0.160 ---- ---- ----Aromatic >C7-C8 Aromatic >C8-C10 Aromatic >C10-C12
TPHCWG-ARV2 TPHCWG-ARV3 TPHCWG-ARE1
0.1901.252.50
mg/m³mg/m³mg/m³
<0.190<1.25<2.50
<0.190 ---- ---- ----<1.25 ---- ---- ----<2.50 ---- ---- ----
Sampling Quality AssurancePressure - As received PRESSURE 0.1 kPaa 91.3 84.6 ---- ---- ----Pressure - Laboratory Atmosphere Temperature as ReceivedVacuum - As received
------------
0.10.1
0.03
kPaa°C"Hg
102 102 ---- ---- ----19.0 19.0 ---- ---- ----3.31 5.26 ---- ---- ----
False
3 3.00TrueUSEPA Air Toxics Method TO15r Surrogates
4-Bromofluorobenzene 460-00-4 0.5 % 95.3 94.5 ---- ---- ----
Page : 5 of 5Work Order : EN1803170ClientProject
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COFFEY ENVIRONMENTS PTY LTD Syden214564 Mulgoa Rd Upgrade
Surrogate Control LimitsSub-Matrix: SOIL GASCompound CAS Number
USEPA Air Toxics Method TO15r Surrogates
Recovery Limits (%)
Low High
4-Bromofluorobenzene 460-00-4 60 140
E n v i r o n m e n t a l
QA/QC Compliance Assessment to assist with Quality ReviewWork Order : EN1803170 Page : 1 of 4
Client : COFFEY ENVIRONMENTS PTY LTD Laboratory : Environmental Division NewcastleContactProject
: DAVID MCFADDEN: Syden214564 Mulgoa Rd Upgrade
Telephone : +61 2 4014 2500Date Samples Received : 22-May-2018
Site : Issue Date : 30-May-2018SamplerOrder number
: JUNAID RIAZ:
No. of samples received : 2No. of samples analysed : 2
This report is automatically generated by the ALS LIMS through interpretation of the ALS Quality Control Report and several Quality Assurance parameters measured by ALS. This automated reporting highlights any non-conformances, facilitates faster and more accurate data validation and is designed to assist internal expert and external Auditor review. Many components of this report contribute to the overall DQO assessment and reporting for guideline compliance.
Brief method summaries and references are also provided to assist in traceability.
Summary of OutliersOutliers : Quality Control Samples
This report highlights outliers flagged in the Quality Control (QC) Report.l NO Method Blank value outliers occur.l NO Duplicate outliers occur.l NO Laboratory Control outliers occur.l NO Matrix Spike outliers occur.l For all regular sample matrices, NO surrogate recovery outliers occur.
Outliers : Analysis Holding Time Compliancel NO Analysis Holding Time Outliers exist.
Outliers : Frequency of Quality Control Samplesl NO Quality Control Sample Frequency Outliers exist.
R I G H T S O L U T I O N S | R I G H T P A R T N E R
Page : 2 of 4Work Order : EN1803170Client : COFFEY ENVIRONMENTS PTY LTDProject : Syden214564 Mulgoa Rd Upgrade
Analysis Holding Time ComplianceIf samples are identified below as having been analysed or extracted outside of recommended holding times, this should be taken into consideration when interpreting results.This report summarizes extraction / preparation and analysis times and compares each with ALS recommended holding times (referencing USEPA SW 846, APHA, AS and NEPM) based on the sample container provided. Dates reported represent first date of extraction or analysis and preclude subsequent dilutions and reruns. A listing of breaches (if any) is provided herein.Holding time for leachate methods (e.g. TCLP) vary according to the analytes reported. Assessment compares the leach date with the shortest analyte holding time for the equivalent soil method. These are: organics14 days, mercury 28 days & other metals 180 days. A recorded breach does not guarantee a breach for all non-volatile parameters.
Holding times for VOC in soils vary according to analytes of interest. Vinyl Chloride and Styrene holding time is 7 days; others 14 days. A recorded breach does not guarantee a breach for all VOC analytes and should be verified in case the reported breach is a false positive or Vinyl Chloride and Styrene are not key analytes of interest/concern.
Matrix: AIR Evaluation: û = Holding time breach ; ü = Within holding time.Method Sample Date Extraction / Preparation Analysis
Container / Client Sample ID(s) Date extracted Due for extraction Evaluation Date analysed Due for analysis Evaluation
EP101: VOCs by USEPA Method TO15rGas Canister - ALS Stainless Steel Silonite (EP101-H)
SV1/BH1 - C715_S004 14-Jun-2018Gas Canister - ALS Stainless Steel Silonite (EP101-H)
SV2/BH12 - C5495_S045 15-Jun-2018
EP103-S: CRCCARE PVI Aliphatic Hydrocarbon FractionsGas Canister - ALS Stainless Steel Silonite (EP103-S)
SV1/BH1 - C715_S004 14-Jun-2018Gas Canister - ALS Stainless Steel Silonite (EP103-S)
SV2/BH12 - C5495_S045 15-Jun-2018
EP103-S: CRCCARE PVI Aromatic Hydrocarbon FractionsGas Canister - ALS Stainless Steel Silonite (EP103-S)
SV1/BH1 - C715_S004 14-Jun-2018Gas Canister - ALS Stainless Steel Silonite (EP103-S)
SV2/BH12 - C5495_S045 15-Jun-2018
EP103-S: TPH CWG Aliphatic Hydrocarbon FractionsGas Canister - ALS Stainless Steel Silonite (EP103-S)
SV1/BH1 - C715_S004 14-Jun-2018Gas Canister - ALS Stainless Steel Silonite (EP103-S)
SV2/BH12 - C5495_S045 15-Jun-2018
EP103-S: TPH CWG Aromatic Hydrocarbon FractionsGas Canister - ALS Stainless Steel Silonite (EP103-S)
SV1/BH1 - C715_S004 14-Jun-2018Gas Canister - ALS Stainless Steel Silonite (EP103-S)
SV2/BH12 - C5495_S045 15-Jun-2018
Sampling Quality AssuranceGas Canister - ALS Stainless Steel Silonite (CAN-001)
SV1/BH1 - C715_S004 15-May-2019Gas Canister - ALS Stainless Steel Silonite (CAN-001)
SV2/BH12 - C5495_S045 16-May-2019
ü
ü
ü
ü
ü
ü
ü
ü
ü
ü
ü
ü
---- 30-May-2018----15-May-2018 ----
---- 30-May-2018----16-May-2018 ----
---- 30-May-2018----15-May-2018 ----
---- 30-May-2018----16-May-2018 ----
---- 30-May-2018----15-May-2018 ----
---- 30-May-2018----16-May-2018 ----
---- 30-May-2018----15-May-2018 ----
---- 30-May-2018----16-May-2018 ----
---- 30-May-2018----15-May-2018 ----
---- 30-May-2018----16-May-2018 ----
---- 24-May-2018----15-May-2018 ----
---- 24-May-2018----16-May-2018 ----
Page : 3 of 4Work Order : EN1803170Client : COFFEY ENVIRONMENTS PTY LTDProject : Syden214564 Mulgoa Rd Upgrade
Quality Control Parameter Frequency ComplianceThe following report summarises the frequency of laboratory QC samples analysed within the analytical lot(s) in which the submitted sample(s) was(were) processed. Actual rate should be greater than or equal tothe expected rate. A listing of breaches is provided in the Summary of Outliers.
Matrix: AIR Evaluation: û = Quality Control frequency not within specification ; ü = Quality Control frequency within specification.Quality Control Sample Type
Analytical Methods Method
Duplicate Control Samples (DCS)
CountQC Regular Actual
Rate (%) Quality Control SpecificationExpected Evaluation
Aliphatic and Aromatic Hydrocarbons in Gaseous EP103-SSamples
1 3 33.33 5.00 ü NEPM 2013 B3 & ALS QC Standard
Hydrocarbons in Air by USEPA TO15 EP101-H
Laboratory Duplicates (DUP)
1 5 20.00 5.00 ü NEPM 2013 B3 & ALS QC Standard
Aliphatic and Aromatic Hydrocarbons in Gaseous EP103-SSamples
1 3 33.33 10.00 ü NEPM 2013 B3 & ALS QC Standard
Hydrocarbons in Air by USEPA TO15 EP101-H
Laboratory Control Samples (LCS)
1 5 20.00 10.00 ü NEPM 2013 B3 & ALS QC Standard
Aliphatic and Aromatic Hydrocarbons in Gaseous EP103-SSamples
1 3 33.33 5.00 ü NEPM 2013 B3 & ALS QC Standard
Hydrocarbons in Air by USEPA TO15 EP101-H
Method Blanks (MB)
1 5 20.00 5.00 ü NEPM 2013 B3 & ALS QC Standard
Aliphatic and Aromatic Hydrocarbons in Gaseous EP103-SSamples
1 3 33.33 5.00 ü NEPM 2013 B3 & ALS QC Standard
Hydrocarbons in Air by USEPA TO15 EP101-H 0 5 20.00 5.00 ü NEPM 2013 B3 & ALS QC Standard
AIR
- S
G-A
A4
Soil Gas - BTEXN + T
RHCW
G A
liphatic
/Aro
matic
Page : 4 of 4Work Order : EN1803170Client : COFFEY ENVIRONMENTS PTY LTDProject : Syden214564 Mulgoa Rd Upgrade
Brief Method SummariesThe analytical procedures used by the Environmental Division have been developed from established internationally recognized procedures such as those published by the US EPA, APHA, AS and NEPM. In house developed procedures are employed in the absence of documented standards or by client request. The following report provides brief descriptions of the analytical procedures employed for results reported in the Certificate of Analysis. Sources from which ALS methods have been developed are provided within the Method Descriptions.
Analytical Methods Method Matrix Method Descriptions
Canister Sampling - Field Data CAN-001 AIRHydrocarbons in Air by USEPA TO15 EP101-H AIR
In house: Referenced to USEPA TO14 / TO15In house: Referenced to USEPA TO15r Volatile Organic Compounds in Air by USEPA TO15. Aliphatic and Aromatic Hydrocarbons
Hydrocarbons in Air by USEPA TO15(mass/volume)Aliphatic and Aromatic Hydrocarbons in Gaseous Samples
Aliphatic and Aromatic Hydrocarbons in Gas Samples (Calc)
EP101-H-MV AIR
EP103-S AIR
EP103-S-MV AIR
In house: Referenced to USEPA TO15r Hydrocarbons in Air by USEPA TO15 (Calculated Concentration)
Aliphatic and Aromatic Hydrocarbons in Gaseous Samples by GC-MS with Preconcentration and Thermal Desorption InjectionBased on USEPA TO15, MassDEP APH (Rev1 2009), TPHCWG (1997) and CRCCARE PVI Technical Report 23,2013Aliphatic and Aromatic Hydrocarbons in Gaseous Samples by GC-MS with Preconcentration and Thermal Desorption InjectionBased on USEPA TO15, MassDEP APH (Rev1 2009), TPHCWG (1997) and CRCCARE PVI Technical Report 23,2013Calculated from ppbv results based on given Temperature and Atmospheric Pressure and molecular weights incl.TPHCWG Vol3 Table 8
E n v i r o n m e n t a l
QUALITY CONTROL REPORTWork Order : EN1803170 Page : 1 of 3
Client : COFFEY ENVIRONMENTS PTY LTD Laboratory : Environmental Division NewcastleContact : DAVID MCFADDEN Contact :Address : LEVEL 19, 799 PACIFIC HIGHWAY Tower B - Citadel Tower Address : 5/585 Maitland Road Mayfield West NSW Australia 2304
CHATSWOOD NSW, AUSTRALIA 2067Telephone : 02 9406 1132 Telephone : +61 2 4014 2500Project
Order number: Syden214564 Mulgoa Rd Upgrade:
Date Samples Received : 22-May-2018Date Analysis Commenced : 24-May-2018
C-O-C number : ---- Issue Date : 30-May-2018Sampler : JUNAID RIAZSite :Quote number : EN/007/17No. of samples received No. of samples analysed
::
2
This report supersedes any previous report(s) with this reference. Results apply to the sample(s) as submitted. This document shall not be reproduced, except in full.This Quality Control Report contains the following information:
l Laboratory Duplicate (DUP) Report; Relative Percentage Difference (RPD) and Acceptance Limitsl Method Blank (MB), Laboratory Control Spike (LCS) and Laboratory Control Spike Duplicate (DCS) Report ; Recovery and Acceptance Limitsl Matrix Spike (MS) and Matrix Spike Duplicate (MSD) Report ; Recovery and Acceptance Limits
SignatoriesThis document has been electronically signed by the authorized signatories below. Electronic signing is carried out in compliance with procedures specified in 21 CFR Part 11.Signatories Position Accreditation Category
Dale Semple Analyst Newcastle - Organics, Mayfield West, NSWDale Semple Analyst Newcastle, Mayfield West, NSWDaniel Junek Senior Air Analyst Newcastle - Organics, Mayfield West, NSW
R I G H T S O L U T I O N S | R I G H T P A R T N E R
Page : 2 of 3Work Order : EN1803170Client : COFFEY ENVIRONMENTS PTY LTDProject : Syden214564 Mulgoa Rd Upgrade
General CommentsThe analytical procedures used by the Environmental Division have been developed from established internationally recognized procedures such as those published by the USEPA, APHA, AS and NEPM. In housedeveloped procedures are employed in the absence of documented standards or by client request.
Where moisture determination has been performed, results are reported on a dry weight basis.
Where a reported less than (<) result is higher than the LOR, this may be due to primary sample extract/digestate dilution and/or insufficient sample for analysis. Where the LOR of a reported result differs from standard LOR, this may be due to high moisture content, insufficient sample (reduced weight employed) or matrix interference.
Key : Anonymous = Refers to samples which are not specifically part of this work order but formed part of the QC process lotCAS Number = CAS registry number from database maintained by Chemical Abstracts Services. The Chemical Abstracts Service is a division of the American Chemical Society.LOR = Limit of reportingRPD = Relative Percentage Difference# = Indicates failed QC
Laboratory Duplicate (DUP) ReportThe quality control term Laboratory Duplicate refers to a randomly selected intralaboratory split. Laboratory duplicates provide information regarding method precision and sample heterogeneity. The permitted rangesfor the Relative Percent Deviation (RPD) of Laboratory Duplicates are specified in ALS Method QWI -EN/38 and are dependent on the magnitude of results in comparison to the level of reporting: Result < 10 times LOR:No Limit; Result between 10 and 20 times LOR: 0% - 50%; Result > 20 times LOR: 0% - 20%.
Sub-Matrix: AIRLaboratory sample ID Client sample ID Method: Compound CAS Number LOR Unit
Laboratory Duplicate (DUP) Report
Original Result Duplicate Result RPD (%) Recovery Limits (%)
EP101: VOCs by USEPA Method TO15r (QC Lot: 1687200)EN1803200-002 Anonymous EP101-H: Benzene 71-43-2 0.5 ppbv <0.0300 ppmv <30.0 0.00 No Limit
EP101-H: Toluene 108-88-3 0.5 ppbv <0.0500 ppmv <50.0 0.00 No Limit
EP101-H: Ethylbenzene 100-41-4 0.5 ppbv <0.0500 ppmv <50.0 0.00 No Limit
EP101-H: ortho-Xylene 95-47-6 0.5 ppbv 0.0988 ppmv 99.4 0.633 No Limit
EP101-H: meta- & para-Xylene 108-38-3106-42-3
1 ppbv <0.100 ppmv <100 0.00 No Limit
EP103-S: TPH CWG Aliphatic Hydrocarbon Fractions (QC Lot: 1687205)EN1803200-002 Anonymous EP103-S: Aliphatic >C5-C6 ---- 50 ppbv <5.00 ppmv <5000 0.00 No Limit
EP103-S: Aliphatic >C6-C8 TPHCWG-ALV2 50 ppbv <5.00 ppmv <5000 0.00 No Limit
EP103-S: Aliphatic >C8-C10 TPHCWG-ALV3 50 ppbv 58.8 ppmv 58000 1.51 0% - 50%
EP103-S: Aliphatic >C10-C12 TPHCWG-ALE1 50 ppbv 49.2 ppmv 47700 3.17 No Limit
EP103-S: TPH CWG Aromatic Hydrocarbon Fractions (QC Lot: 1687205)EN1803200-002 Anonymous EP103-S: Aromatic >C5-C7 ---- 0.5 ppbv <0.0500 ppmv <50.0 0.00 No Limit
EP103-S: Aromatic >C7-C8 TPHCWG-ARV2
EP103-S: Aromatic >C8-C10 TPHCWG-ARV3
0.5 ppbv <0.0500 ppmv <50.0 0.00 No Limit
2.5 ppbv 0.906 ppmv 897 1.07 No Limit
EP103-S: Aromatic >C10-C12 TPHCWG-ARE1 5 ppbv 0.997 ppmv 974 2.39 No Limit
Page : 3 of 3Work Order : EN1803170Client : COFFEY ENVIRONMENTS PTY LTDProject : Syden214564 Mulgoa Rd Upgrade
Method Blank (MB), Laboratory Control Spike (LCS) and Laboratory Control Spike Duplicate (DCS) ReportThe quality control term Method / Laboratory Blank refers to an analyte free matrix to which all reagents are added in the same volumes or proportions as used in standard sample preparation. The purpose of this QC parameter is to monitor potential laboratory contamination. The quality control terms Laboratory Control Sample (LCS) and Laboratory Control Sample Duplicate (DCS) refers to certified reference materials, or known interference free matrices spiked with target analytes. The purpose of these QC parameters are to monitor method precision and accuracy independent of sample matrix. Dynamic Recovery Limits are based on statistical evaluation of processed LCS and DCS.
Sub-Matrix: AIR Method Blank (MB) Report Laboratory Control Spike (LCS) and Laboratory Control Spike Duplicate (DCS) Report
Spike Spike Recovery (%) Recovery Limits (%)
Method: Compound CAS Number LOR Unit Result Concentration LCS DCS Low High Value
RPDs (%)
Control Limit
EP101: VOCs by USEPA Method TO15r (QCLot: 1687200)EP101-H: BenzeneEP101-H: TolueneEP101-H: Ethylbenzene EP101-H: meta- & para-Xylene
EP101-H: ortho-Xylene
71-43-2108-88-3100-41-4
108-38-3106-42-3
95-47-6
0.5 ppbv0.5 ppbv0.5 ppbv1 ppbv
0.5 ppbv
<0.5 100 ppbv 91.5 91.6 77 114 25 25<0.5 100 ppbv 99.5 98.9 78 115 25 25<0.5 100 ppbv 95.8 95.4 82 121 25 25<1.0 200 ppbv 96.4 96.0 82 122 25 25
<0.5 100 ppbv 98.5 98.0 83 122 25 25
EP103-S: TPH CWG Aliphatic Hydrocarbon Fractions (QCLot: 1687205)EP103-S: Aliphatic >C5-C6 EP103-S: Aliphatic >C6-C8
EP103-S: Aliphatic >C8-C10
EP103-S: Aliphatic >C10-C12
----
TPHCWG-AL V2
TPHCWG-ALV3
TPHCWG-AL E1
49 ppbv50 ppbv
50 ppbv
50 ppbv
<50 1000 ppbv 89.2 89.5 70 130 25 25<50 1300 ppbv 89.9 89.9 70 130 25 25
<50 200 ppbv 92.9 94.6 70 130 25 25
<50 200 ppbv 81.9 82.0 70 130 25 25
EP103-S: TPH CWG Aromatic Hydrocarbon Fractions (QCLot: 1687205)EP103-S: Aromatic >C5-C7 EP103-S: Aromatic >C7-C8
EP103-S: Aromatic >C8-C10
EP103-S: Aromatic >C10-C12
----
TPHCWG-AR V2
TPHCWG-ARV3
TPHCWG-AR E1
0.5 ppbv0.5 ppbv
2.5 ppbv
5 ppbv
<0.5 100 ppbv 91.5 91.6 70 130 25 25<0.5 100 ppbv 99.5 98.9 70 130 25 25
<2.5 1200 ppbv 98.2 97.7 70 130 25 25
<5 300 ppbv 99.2 98.7 70 130 25 25
l No Matrix Spike (MS) or Matrix Spike Duplicate (MSD) Results are required to be reported.
E n v i r o n m e n t a l
SAMPLE RECEIPT NOTIFICATION (SRN)Work Order : EN1803170Client : COFFEY ENVIRONMENTS PTY LTD Laboratory : Environmental Division NewcastleContact : DAVID MCFADDEN Contact :Address
E-mailTelephone Facsimile
: LEVEL 19, 799 PACIFIC HIGHWAY Address
Tower B - Citadel TowerCHATSWOOD NSW, AUSTRALIA 2067
: [email protected] E-mail
: 02 9406 1132 Telephone
: ---- Facsimile
:
:::
5/585 Maitland Road Mayfield West NSW Australia 2304
+61 2 4014 2500+61 2 4967 7382
ProjectOrder number
: Syden214564 Mulgoa Rd Upgrade:
PageQuote number
::
1 of 2EM2017COFENV0002 (EN/007/16)
C-O-C number : ---- : NEPM 2013 B3 & ALS QC StandardSite :Sampler : JUNAID RIAZ
DatesDate Samples Received : 22-May-2018 18:30 Issue Date : 23-May-2018Client Requested Due : 30-May-2018 Scheduled Reporting Date :Date
Delivery Details
30-May-2018
Mode of Delivery : : Not AvailableNo. of coolers/boxes : Temperature : ----Receipt Detail : : 2 / 2
General Commentsl This report contains the following information:
- Sample Container(s)/Preservation Non-Compliances- Summary of Sample(s) and Requested Analysis
- Proactive Holding Time Report- Requested Deliverables
R I G H T S O L U T I O N S | R I G H T P A R T N E R
QC Level
Carrier Security Seal
----No. of samples received / analysed
Issue Date Page
::
23-May-2018 2 of 2
Client : COFFEY ENVIRONMENTS PTY LTD
Sample Container(s)/Preservation Non-CompliancesAll comparisons are made against pretreatment/preservation AS, APHA, USEPA standards.
l No sample container / preservation non-compliance exists.
Any sample identifications that cannot be displayed entirely in the analysis summary table will be listed below.
EN1803170-002 : [ 16-May-2018 ] : SV2/BH12 - C5495_S045
Summary of Sample(s) and Requested Analysis
Some items described below may be part of a laboratoryprocess necessary for the execution of client requestedtasks. Packages may contain additional analyses, suchas the determination of moisture content and preparationtasks, that are included in the package.If no sampling time is provided, the sampling time willdefault 00:00 on the date of sampling. If no sampling dateis provided, the sampling date will be assumed by thelaboratory and displayed in brackets without a timecomponent
Matrix: AIR
Laboratory sample ID
Client sampling Client sample IDdate / time
EN1803170-001 15-May-2018 00:00 SV1/BH1 C715_S004
EN1803170-002 16-May-2018 00:00 SV2/BH12 C5495_S045
ü
Proactive Holding Time ReportSample(s) have been received within the recommended holding times for the requested analysis.
Requested DeliverablesDAVID MCFADDEN
- *AU Certificate of Analysis - NATA (COA) Email [email protected] *AU Interpretive QC Report - DEFAULT (Anon QCI Rep) (QCI) Email [email protected] *AU QC Report - DEFAULT (Anon QC Rep) - USEPA (QC-USEPA) Email [email protected] A4 - AU Sample Receipt Notification - Environmental HT (SRN) Email [email protected] A4 - AU Tax Invoice (INV) Email [email protected] Chain of Custody (CoC) (COC) Email [email protected] EDI Format - ENMRG (ENMRG) Email [email protected] EDI Format - ESDAT (ESDAT) Email [email protected] EDI Format - XTab (XTAB) Email [email protected]
INVOICES CHAT-GeneralAdmin- A4 - AU Tax Invoice (INV) Email [email protected]
Work Order : EN1803170 Amendment 0
This page has been left intentionally blank
Appendix H - Groundwater Bores Records
Page 1 of 2
NSW Office of WaterWork Summary
GW111130
Licence: 10BL602387 Licence Status: ACTIVE
Authorised Purpose MONITORING BORE(s):
Intended Purpose(s): MONITORING BORE
Work Type: Bore
Work Status: Equipped
Construct.Method: Auger - Solid Flight
Owner Type: Private
Commenced Date: Final Depth: 11.80 mCompletion Date: 28/08/2007 Drilled Depth: 11.80 m
Contractor Name: Macquarie Drilling
Driller: Unkown Unknown
Assistant Driller:
Property: CALTEX AUSTRALIA Standing Water Level: 8.500PETROLEUM P/L 229 - 231MULGOA ROAD PENRITH 2750NSW
GWMA: Salinity:GW Zone: Yield:
Site Details
Site Chosen By:
County Parish CadastreForm A: CUMBE CUMBE.34 211//815492
Licensed:
Region: 10 - Sydney South Coast CMA Map:River Basin: - Unknown Grid Zone: Scale:
Area/District:
Elevation: 0.00 m (A.H.D.) Northing: 6261303.0 Latitude: 33°45'59.7"SElevation Unknown Easting: 285035.0 Longitude: 150°40'43.7"E
Source:
GS Map: - MGA Zone: 0 Coordinate Source: Unknown
ConstructionNegative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-CentralisersHole Pipe Component Type From
(m)To Interval Details(m) Diameter Diameter
(mm)
(mm)
1 Hole Hole 0.00 11.80 125 Auger - Solid Flight1 1 Opening Screen 0.00 4.50 50 1 PVC Class 181 1 Casing Pvc Class 18 0.00 7.30 50
Outside Inside
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Water Bearing ZonesFrom(m)
To Thickness WBZ Type S.W.L.(m)
D.D.L.(m)
Yield(L/s)
HoleDepth(m)
Duration (hr)
Salinity(mg/L)
Geologists Log Drillers LogFrom(m)
To(m)
Thickness Drillers Description Geological Material Comments(m)
0.00 0.15 0.15 CONCRETE Fill0.15 0.50 0.35 FILL,CLAY,ORANGE BROWN,MOIST Fill0.50 4.00 3.50 SAND CLAYEY,ORANGE
BROWN,DAMP,LOOSE4.00 11.80 7.80 GRAVEL,MIXED WITH SAND,RED
YELLOW
Sand
Gravel
Remarks
*** End of GW111130 ***
Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be
sought in interpreting and using this data.
(m) (m)
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Page 1 of 2
NSW Office of WaterWork Summary
GW111131
Licence: 10BL602387 Licence Status: ACTIVE
Authorised Purpose MONITORING BORE(s):
Intended Purpose(s): MONITORING BORE
Work Type: Bore
Work Status: Equipped
Construct.Method: Auger - Solid Flight
Owner Type: Private
Commenced Date: Final Depth: 11.50 mCompletion Date: 29/08/2007 Drilled Depth: 11.50 m
Contractor Name: Macquarie Drilling
Driller: Unkown Unknown
Assistant Driller:
Property: CALTEX AUSTRALIA Standing Water Level: 8.500PETROLEUM P/L 229 - 231MULGOA ROAD PENRITH 2750NSW
GWMA: Salinity:GW Zone: Yield:
Site Details
Site Chosen By:
County Parish CadastreForm A: CUMBE CUMBE.34 211//815492
Licensed:
Region: 10 - Sydney South Coast CMA Map:River Basin: - Unknown Grid Zone: Scale:
Area/District:
Elevation: 0.00 m (A.H.D.) Northing: 6261267.0 Latitude: 33°46'00.9"SElevation Unknown Easting: 285016.0 Longitude: 150°40'42.9"E
Source:
GS Map: - MGA Zone: 0 Coordinate Source: Unknown
ConstructionNegative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-CentralisersHole Pipe Component Type From
(m)To Interval Details(m) Diameter Diameter
(mm)
(mm)
1 Hole Hole 0.00 11.50 125 Auger - Solid Flight1 1 Opening Screen 0.00 4.50 50 1 PVC Class 181 1 Casing Pvc Class 18 0.00 7.00 50
Outside Inside
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Water Bearing ZonesFrom(m)
To Thickness WBZ Type S.W.L.(m)
D.D.L.(m)
Yield(L/s)
HoleDepth(m)
Duration (hr)
Salinity(mg/L)
Geologists Log Drillers LogFrom(m)
To(m)
Thickness Drillers Description Geological Material Comments(m)
0.00 0.15 0.15 CONCRETE Fill0.15 4.00 3.85 SAND,CLAYEY,RED Sand
BROWN,DAMP,LOOSE4.00 11.50 7.50 GRAVEL,SOME SAND Gravel
Remarks
*** End of GW111131 ***
Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be
sought in interpreting and using this data.
(m) (m)
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Page 1 of 2
NSW Office of WaterWork Summary
GW111132
Licence: 10BL602387 Licence Status: ACTIVE
Authorised Purpose MONITORING BORE(s):
Intended Purpose(s): MONITORING BORE
Work Type: Bore
Work Status: Equipped
Construct.Method: Auger - Solid Flight
Owner Type: Private
Commenced Date: Final Depth: 12.50 mCompletion Date: 30/08/2007 Drilled Depth: 12.50 m
Contractor Name: Macquarie Drilling
Driller: Unkown Unknown
Assistant Driller:
Property: CALTEX AUSTRALIA Standing Water Level: 9.000PETROLEUM P/L 229 - 231MULGOA ROAD PENRITH 2750NSW
GWMA: Salinity:GW Zone: Yield:
Site Details
Site Chosen By:
County Parish CadastreForm A: CUMBE CUMBE.34 211//815492
Licensed:
Region: 10 - Sydney South Coast CMA Map:River Basin: - Unknown Grid Zone: Scale:
Area/District:
Elevation: 0.00 m (A.H.D.) Northing: 6261283.0 Latitude: 33°46'00.3"SElevation Unknown Easting: 285002.0 Longitude: 150°40'42.4"E
Source:
GS Map: - MGA Zone: 0 Coordinate Source: Unknown
ConstructionNegative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-CentralisersHole Pipe Component Type From
(m)To Interval Details(m) Diameter Diameter
(mm)
(mm)
1 Hole Hole 0.00 12.50 125 Auger - Solid Flight1 1 Opening Screen 0.00 4.50 50 1 PVC Class 181 1 Casing Pvc Class 18 0.00 8.00 50
Outside Inside
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Page 2 of 2
Water Bearing ZonesFrom(m)
To Thickness WBZ Type S.W.L.(m)
D.D.L.(m)
Yield(L/s)
HoleDepth(m)
Duration (hr)
Salinity(mg/L)
Geologists Log Drillers LogFrom(m)
To(m)
Thickness Drillers Description Geological Material Comments(m)
0.00 0.17 0.17 CONCRETE Fill0.17 0.50 0.33 FILL,CLAYEY,BROWN,MOIST,SOFT Fill0.50 3.00 2.50 SAND,CLAYEY,RED BROWN,DAMP,LOOSE Sand3.00 12.50 9.50 GRAVEL,LITTLE Gravel
SAND,HOMOGENOUS,DAMP
Remarks
*** End of GW111132 ***
Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be
sought in interpreting and using this data.
(m) (m)
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Page 1 of 2
NSW Office of WaterWork Summary
GW111129
Licence: 10BL602387 Licence Status: ACTIVE
Authorised Purpose MONITORING BORE(s):
Intended Purpose(s): MONITORING BORE
Work Type: Well
Work Status:Construct.Method: Auger - Solid Flight
Owner Type: Private
Commenced Date: Final Depth: 10.00 mCompletion Date: 28/08/2007 Drilled Depth: 10.00 m
Contractor Name: Macquarie Drilling
Driller: Unkown Unknown
Assistant Driller:
Property: CALTEX AUSTRALIA Standing Water Level: 8.000PETROLEUM P/L 229 - 231MULGOA ROAD PENRITH 2750NSW
GWMA: Salinity:GW Zone: Yield:
Site Details
Site Chosen By:
County Parish CadastreForm A: CUMBE CUMBE.34 211//815492
Licensed:
Region: 10 - Sydney South Coast CMA Map:River Basin: - Unknown Grid Zone: Scale:
Area/District:
Elevation: 0.00 m (A.H.D.) Northing: 6261302.0 Latitude: 33°45'59.7"SElevation Unknown Easting: 285017.0 Longitude: 150°40'43.0"E
Source:
GS Map: - MGA Zone: 0 Coordinate Source: Unknown
ConstructionNegative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-CentralisersHole Pipe Component Type From
(m)To Interval Details(m) Diameter Diameter
(mm)
(mm)
1 Hole Hole 0.00 10.00 125 Auger - Solid Flight1 1 Opening Screen 0.00 4.50 50 1 PVC Class 181 1 Casing Pvc Class 18 0.00 5.50 50
Outside Inside
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Page 2 of 2
Water Bearing ZonesFrom(m)
To Thickness WBZ Type S.W.L.(m)
D.D.L.(m)
Yield(L/s)
HoleDepth(m)
Duration (hr)
Salinity(mg/L)
Geologists Log Drillers LogFrom(m)
To(m)
Thickness Drillers Description Geological Material Comments(m)
0.00 0.15 0.15 CONCRETE Conglomerate0.15 1.00 0.85 SAND,RED BROWN Sand1.00 4.00 3.00 SAND CLAYEY,DAMP,LOOSE,ANGULAR Sand Grains (Lithic)4.00 5.00 1.00 SAND,MIXED,RED Sand
BROWN,MOIST,GRAVEL5.00 10.00 5.00 GRAVEL Gravel
Remarks
*** End of GW111129 ***
Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be
sought in interpreting and using this data.
(m) (m)
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Page 1 of 2
NSW Office of WaterWork Summary
GW109662
Licence: 10BL602658 Licence Status: ACTIVE
Authorised Purpose MONITORING BORE(s):
Intended Purpose(s): MONITORING BORE
Work Type: Bore
Work Status:Construct.Method: Rotary Air
Owner Type: Private
Commenced Date: Final Depth: 12.00 mCompletion Date: 04/08/2008 Drilled Depth: 12.00 m
Contractor Name: Macquarie Drilling
Driller: Unkown Unknown
Assistant Driller:
Property: MOBIL OIL AUSTRALIA PTY LTD Standing Water Level: 9.00092 MULGOA ROADJAMISONTOWN 2750 NSW
GWMA: Salinity:GW Zone: Yield:
Site Details
Site Chosen By:
County Parish CadastreForm A: CUMBE CUMBE.34 1//778772
Licensed:
Region: 10 - Sydney South Coast CMA Map:River Basin: - Unknown Grid Zone: Scale:
Area/District:
Elevation: 0.00 m (A.H.D.) Northing: 6261268.0 Latitude: 33°46'00.9"SElevation Unknown Easting: 285120.0 Longitude: 150°40'46.9"E
Source:
GS Map: - MGA Zone: 0 Coordinate Source: Unknown
ConstructionNegative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-CentralisersHole Pipe Component Type From
(m)To Interval Details(m) Diameter Diameter
(mm) (mm)1 Hole Hole 0.00 12.00 150 Rotary Air1 Annulus Waterworn/Rounded 0.00 0.00 Graded1 1 Opening Slots 0.00 0.00 50 1 PVC1 1 Casing P.V.C. 6.00 12.00 50
Outside Inside
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Page 2 of 2
Water Bearing ZonesFrom(m)
To Thickness WBZ Type S.W.L.(m)
D.D.L.(m)
Yield(L/s)
HoleDepth(m)
Duration (hr)
Salinity(mg/L)
Geologists Log Drillers LogFrom(m)
To(m)
Thickness Drillers Description Geological Material Comments(m)
0.00 1.00 1.00 FILL,CLAYEY SAND Fill1.00 4.30 3.30 CLAYEY SILT Clayey Sand4.30 4.80 0.50 SAND Sand4.80 12.00 7.20 GRAVELS Gravel
Remarks
*** End of GW109662 ***
Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be
sought in interpreting and using this data.
(m) (m)
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Page 1 of 2
NSW Office of WaterWork Summary
GW109663
Licence: 10BL602658 Licence Status: ACTIVE
Authorised Purpose MONITORING BORE(s):
Intended Purpose(s): MONITORING BORE
Work Type: Bore
Work Status:Construct.Method: Rotary Air
Owner Type: Private
Commenced Date: Final Depth: 9.50 mCompletion Date: 01/08/2008 Drilled Depth: 9.50 m
Contractor Name: Macquarie Drilling
Driller: Unkown Unknown
Assistant Driller:
Property: MOBIL OIL AUSTRALIA PTY LTD Standing Water Level: 9.00092 MULGOA ROADJAMISONTOWN 2750 NSW
GWMA: Salinity:GW Zone: Yield:
Site Details
Site Chosen By:
County Parish CadastreForm A: CUMBE CUMBE.34 1//778772
Licensed:
Region: 10 - Sydney South Coast CMA Map:River Basin: - Unknown Grid Zone: Scale:
Area/District:
Elevation: 0.00 m (A.H.D.) Northing: 6261283.0 Latitude: 33°46'00.4"SElevation Unknown Easting: 285078.0 Longitude: 150°40'45.3"E
Source:
GS Map: - MGA Zone: 0 Coordinate Source: Unknown
ConstructionNegative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-CentralisersHole Pipe Component Type From
(m)To Interval Details(m) Diameter Diameter
(mm) (mm)1 Hole Hole 0.00 9.50 150 Rotary Air1 Annulus Waterworn/Rounded 0.00 0.00 Graded0 1 Opening Slots 0.00 0.00 50 1 PVC1 1 Casing P.V.C. 6.00 9.50 50
Outside Inside
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Water Bearing ZonesFrom(m)
To Thickness WBZ Type S.W.L.(m)
D.D.L.(m)
Yield(L/s)
HoleDepth(m)
Duration (hr)
Salinity(mg/L)
Geologists Log Drillers LogFrom(m)
To(m)
Thickness Drillers Description Geological Material Comments(m)
0.00 0.40 0.40 FILL,CLAYEY SAND Fill0.40 2.40 2.00 CLAYEY SAND Clayey Sand2.40 4.60 2.20 CLAY Clay4.60 9.50 4.90 GRAVELS Gravel
Remarks
*** End of GW109663 ***
Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be
sought in interpreting and using this data.
(m) (m)
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NSW Office of WaterWork Summary
GW109664
Licence: 10BL602658 Licence Status: ACTIVE
Authorised Purpose MONITORING BORE(s):
Intended Purpose(s): MONITORING BORE
Work Type: Bore
Work Status:Construct.Method: Rotary Air
Owner Type: Private
Commenced Date: Final Depth: 5.10 mCompletion Date: 01/08/2008 Drilled Depth: 5.10 m
Contractor Name: Macquarie Drilling
Driller: Unkown Unknown
Assistant Driller:
Property: MOBIL OIL AUSTRALIA PTY LTD Standing Water Level: 4.50092 MULGOA ROADJAMISONTOWN 2750 NSW
GWMA: Salinity:GW Zone: Yield:
Site Details
Site Chosen By:
County Parish CadastreForm A: CUMBE CUMBE.34 1//778772
Licensed:
Region: 10 - Sydney South Coast CMA Map:River Basin: - Unknown Grid Zone: Scale:
Area/District:
Elevation: 0.00 m (A.H.D.) Northing: 6261286.0 Latitude: 33°46'00.3"SElevation Unknown Easting: 285133.0 Longitude: 150°40'47.5"E
Source:
GS Map: - MGA Zone: 0 Coordinate Source: Unknown
ConstructionNegative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-CentralisersHole Pipe Component Type From
(m)To Interval Details(m) Diameter Diameter
(mm) (mm)1 Hole Hole 0.00 5.10 150 Rotary Air1 Annulus Waterworn/Rounded 0.00 0.00 Graded1 1 Opening Slots 0.00 0.00 50 1 PVC1 1 Casing P.V.C. 2.70 4.70 50
Outside Inside
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Water Bearing ZonesFrom(m)
To Thickness WBZ Type S.W.L.(m)
D.D.L.(m)
Yield(L/s)
HoleDepth(m)
Duration (hr)
Salinity(mg/L)
1.80 4.50 2.70 Unknown 4.50
Geologists LogDrillers LogFrom(m)
To(m)
Thickness Drillers Description Geological Material Comments(m)
0.00 0.60 0.60 TOPSOIL Topsoil0.60 2.50 1.90 CLAYEY SILT Clayey Sand2.50 5.10 2.60 SAND Sand
Remarks
*** End of GW109664 ***
Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be
sought in interpreting and using this data.
(m) (m)
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Page 1 of 2
NSW Office of WaterWork Summary
GW109659
Licence: 10BL602658 Licence Status: ACTIVE
Authorised Purpose MONITORING BORE(s):
Intended Purpose(s): MONITORING BORE
Work Type: Bore
Work Status:Construct.Method: Rotary Air
Owner Type: Private
Commenced Date: Final Depth: 9.50 mCompletion Date: 30/07/2008 Drilled Depth: 9.50 m
Contractor Name: Macquarie Drilling
Driller: Unkown Unknown
Assistant Driller:
Property: MOBIL OIL AUSTRALIA PTY LTD Standing Water Level: 8.60092 MULGOA ROADJAMISONTOWN 2750 NSW
GWMA: Salinity:GW Zone: Yield:
Site Details
Site Chosen By:
County Parish CadastreForm A: CUMBE CUMBE.34 1//778772
Licensed:
Region: 10 - Sydney South Coast CMA Map:River Basin: - Unknown Grid Zone: Scale:
Area/District:
Elevation: 0.00 m (A.H.D.) Northing: 6261298.0 Latitude: 33�45'59.9"SElevation Unknown Easting: 285135.0 Longitude: 150�40'47.6"E
Source:
GS Map: - MGA Zone: 0 Coordinate UnknownSource:
ConstructionNegative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-CentralisersHole Pipe Component Type From
(m)To Interval Details(m) Diameter Diameter
(mm) (mm)1 Hole Hole 0.00 9.50 150 Rotary Air1 Annulus Waterworn/Rounded 0.00 0.00 Graded1 1 Opening Slots 0.00 0.00 50 1 PVC1 1 Casing P.V.C. 0.50 9.50 50
Outside Inside
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Page 2 of 2
Water Bearing ZonesFrom(m)
To Thickness WBZ Type S.W.L.(m)
D.D.L.(m)
Yield(L/s)
HoleDepth(m)
Duration (hr)
Salinity(mg/L)
Geologists Log Drillers LogFrom(m)
To(m)
Thickness Drillers Description Geological Material Comments(m)
0.00 0.30 0.30 FILL, CLAYEY SAND Fill0.30 4.10 3.80 CLAYEY SILT Clayey Sand4.10 4.50 0.40 CLAYEY SAND Clayey Sand4.50 9.50 5.00 GRAVELS Gravel
Remarks
*** End of GW109659 ***
Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be
sought in interpreting and using this data.
(m) (m)
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Page 1 of 2
NSW Office of WaterWork Summary
GW109660
Licence: 10BL602658 Licence Status: ACTIVE
Authorised Purpose MONITORING BORE(s):
Intended Purpose(s): MONITORING BORE
Work Type: Bore
Work Status:Construct.Method: Rotary Air
Owner Type: Private
Commenced Date: Final Depth: 9.60 mCompletion Date: 01/08/2008 Drilled Depth: 9.60 m
Contractor Name: Macquarie Drilling
Driller: Unkown Unknown
Assistant Driller:
Property: MOBIL OIL AUSTRALIA PTY LTD Standing Water Level: 6.00092 MULGOA ROADJAMISONTOWN 2750 NSW
GWMA: Salinity:GW Zone: Yield:
Site Details
Site Chosen By:
County Parish CadastreForm A: CUMBE CUMBE.34 1//778772
Licensed:
Region: 10 - Sydney South Coast CMA Map:River Basin: - Unknown Grid Zone: Scale:
Area/District:
Elevation: 0.00 m (A.H.D.) Northing: 6261321.0 Latitude: 33°45'59.2"SElevation Unknown Easting: 285109.0 Longitude: 150°40'46.6"E
Source:
GS Map: - MGA Zone: 0 Coordinate Source: Unknown
ConstructionNegative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-CentralisersHole Pipe Component Type From
(m)To Interval Details(m) Diameter Diameter
(mm) (mm)1 Hole Hole 0.00 9.60 150 Rotary Air1 Annulus Waterworn/Rounded 0.00 0.00 Graded1 1 Opening Slots 0.00 0.00 50 1 PVC1 1 Casing P.V.C. 6.50 9.60 50
Outside Inside
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Page 2 of 2
Water Bearing ZonesFrom(m)
To Thickness WBZ Type S.W.L.(m)
D.D.L.(m)
Yield(L/s)
HoleDepth(m)
Duration (hr)
Salinity(mg/L)
Geologists Log Drillers LogFrom(m)
To(m)
Thickness Drillers Description Geological Material Comments(m)
0.00 1.10 1.10 FILL,CLAYEY SAND Fill1.10 4.50 3.40 CLAYEY SILT Clayey Sand4.50 5.40 0.90 SAND Sand5.40 9.60 4.20 GRAVELS Gravel
Remarks
*** End of GW109660 ***
Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be
sought in interpreting and using this data.
(m) (m)
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Page 1 of 2
NSW Office of WaterWork Summary
GW109661
Licence: 10BL602658 Licence Status: ACTIVE
Authorised Purpose MONITORING BORE(s):
Intended Purpose(s): MONITORING BORE
Work Type: Bore
Work Status:Construct.Method: Rotary Air
Owner Type: Private
Commenced Date: Final Depth: 5.20 mCompletion Date: 01/08/2008 Drilled Depth: 5.20 m
Contractor Name: Macquarie Drilling
Driller: Unkown Unknown
Assistant Driller:
Property: MOBIL OIL AUSTRALIA PTY LTD Standing Water Level: 4.50092 MULGOA ROADJAMISONTOWN 2750 NSW
GWMA: Salinity:GW Zone: Yield:
Site Details
Site Chosen By:
County Parish CadastreForm A: CUMBE CUMBE.34 1//778772
Licensed:
Region: 10 - Sydney South Coast CMA Map:River Basin: - Unknown Grid Zone: Scale:
Area/District:
Elevation: 0.00 m (A.H.D.) Northing: 6261301.0 Latitude: 33°45'59.8"SElevation Unknown Easting: 285089.0 Longitude: 150°40'45.8"E
Source:
GS Map: - MGA Zone: 0 Coordinate Source: Unknown
ConstructionNegative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-CentralisersHole Pipe Component Type From
(m)To Interval Details(m) Diameter Diameter
(mm) (mm)1 Hole Hole 0.00 5.20 150 Rotary Air1 Annulus Waterworn/Rounded 0.00 0.00 Graded1 1 Opening Slots 0.00 0.00 50 1 PVC1 1 Casing P.V.C. 2.00 4.00 50
Outside Inside
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Page 2 of 2
Water Bearing ZonesFrom(m)
To Thickness WBZ Type S.W.L.(m)
D.D.L.(m)
Yield(L/s)
HoleDepth(m)
Duration (hr)
Salinity(mg/L)
Geologists Log Drillers LogFrom(m)
To(m)
Thickness Drillers Description Geological Material Comments(m)
0.00 0.40 0.40 FILL, CLAYEY SAND Fill0.40 1.80 1.40 CLAYEY SAND Clayey Sand1.80 4.40 2.60 CLAY Clay4.40 5.20 0.80 SAND Sand
Remarks
*** End of GW109661 ***
Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be
sought in interpreting and using this data.
(m) (m)
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Page 1 of 2
NSW Office of WaterWork Summary
GW108486
Licence: 10BL600509 Licence Status: LAPSED
Authorised Purpose TEST BORE(s):
Intended Purpose(s): RECREATION (GROUNDWATER)
Work Type: Bore
Work Status: Test Hole
Construct.Method: Down Hole Hammer
Owner Type: Private
Commenced Date: Final Depth: 200.00 mCompletion Date: 16/11/2006 Drilled Depth: 200.00 m
Contractor Name: Ultra Drilling
Driller: Bradley Alan Dodd
Assistant Driller:
Property: REGENTVILLE PUBLIC Standing Water Level: 50.000SCHOOL 3735 KENNETHSLESSOR DRIVE REGENTVILLE2745 NSW
GWMA: Salinity:GW Zone: Yield: 1.500
Site Details
Site Chosen By:
County Parish CadastreForm A: CUMBE CUMBE.34 1 449444
Licensed:
Region: 10 - Sydney South Coast CMA Map:River Basin: - Unknown Grid Zone: Scale:
Area/District:
Elevation: 0.00 m (A.H.D.) Northing: 6260164.0 Latitude: 33�46'36.0"SElevation Unknown Easting: 284119.0 Longitude: 150�40'07.1"E
Source:
GS Map: - MGA Zone: 0 Coordinate UnknownSource:
ConstructionNegative depths indicate Above Ground Level; C-Cemented; SL-Slot Length; A-Aperture; GS-Grain Size; Q-Quantity; PL-Placement of Gravel Pack; PC-Pressure Cemented; S-Sump; CE-CentralisersHole Pipe Component Type From
(m)To Interval Details(m) Diameter Diameter
(mm) (mm)1 Hole Hole 0.00 102.00 200 Down Hole Hammer1 Hole Hole 102.00 200.00 140 Down Hole Hammer0 1 Casing Steel -0.50 102.00 140 130 Driven into Hole, Cemented at Shoe,
Welded
Outside Inside
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Water Bearing ZonesFrom(m)
To Thickness WBZ Type S.W.L.(m)
D.D.L.(m)
Yield(L/s)
HoleDepth(m)
Duration (hr)
Salinity(mg/L)
76.00 77.00 1.00 Unknown 0.20 01:00:0085.00 86.00 1.00 Unknown 0.55 01:00:00
135.00 136.00 1.00 Unknown 0.35 01:00:00163.00 164.00 1.00 Unknown 0.40 01:00:00190.00 191.00 1.00 Unknown 50.00 1.50 01:00:00
Geologists LogDrillers LogFrom(m)
To(m)
Thickness Drillers Description Geological Material Comments(m)
0.00 13.00 13.00 CLAY Clay13.00 60.00 47.00 SHALE Shale60.00 121.00 61.00 SANDSTONE Sandstone
121.00 134.00 13.00 SANDSTONE/SHALE Sandstone134.00 200.00 66.00 SANDSTONE Sandstone
Remarks
03/05/2010: Previous Lic No:10BL600509
*** End of GW108486 ***
Warning To Clients: This raw data has been supplied to the NSW Office of Water by drillers, licensees and other sources. The NOW does not verify the accuracy of this data. The data is presented for use by you at your own risk. You should consider verifying this data before relying on it. Professional hydrogeological advice should be
sought in interpreting and using this data.
(m) (m)
https://realtimedata.waternsw.com.au/wgen/users/7751288bd75b4e439ed7afcfdb3b105b/g... 03-Jul-18
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Appendix I - Important Information about Your Coffey Environmental Report
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